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Bid Documents-Seminole Design BuildPatty Burnette From: Patty Bumette Sent: Tuesday, March 07, 2017 2:49 PM To: jkorswold@dfifl.com'; 'penrodconstruction@gmail.com'; 'randy.burden@ecosenseint.com'; 'dnunez@sdbteam.com'; 'abneybuild@gmail.com'; ronald.baldoza@constructconnect.com Cc: 'Stef Matthes'; David Allen Subject: Addendum No. 1 & 2 for PW 01-00-02-17 Attachments: Addendum 1 PW 01-00-02-17 Pre Bid Meeting Agenda.pdf; Addendum 2 -PW 01-00-02-17 Centennial Park Stoprm Water Improvements.pdf Attached are addenda from last Thursday's mandatory pre-bid meeting. Should you have any further questions, please email them to David Allen. Thank you, Patty Pa.4ty M. 131A4 -1,1.e fe, GeneraCServices Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, EL 34974 Teti 863-763-3372 ext. 218 Tax: 863-763-1686 e-mail: phiirnette@cittjofokeechoh rnee.conl website: www.citilofokeechohee.conm NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. i Addendum 1 Pre -Bid Meeting CENTENNIAL PARK STORMWATER IMPROVEMENTS PW 01-00-02-17 Construction Project March 2, 2017 2:00 1. Sign -In Sheet 2. Introduction of key personnel • Marcos Montes De Oca — City Manager • David Allen — Public Works Director • Stefan Matthes, P.E. (Culpepper & Terpening, Inc) Engineer of Record 3. Reminder: Bid opening date is Wednesday, March 15, 2017, at 2:30 p.m. No Bid will be accepted after that date and time. 4. Project Scope The scope of work is to perform site improvements for a 2 -acre park site including Parking, sidewalks, bank stabilization, storm water improvements including construction of a 4' X 8' Nutrient Separating Baffle Box, Bio -Swale, removal and replacement of storm water pipe in accordance with design plans, project specifications, and applicable permits. 5. Review of Specifications requirements 6. Bid Bond This project requires a Bid Bond in the amount of 5% of the total bid amount. 7. Questions prior to bid opening • An Addendum will be issued after this meeting with all the questions and comments listed. • Last date for questions is March 8, 2017 at 5:00 pm. All questions must be submitted in writing to David Allen at dallen@cityofokeechobee.com. • Each bidder MUST acknowledge receipt of any addenda on the Bid Reply Sheet Attachment C in order to have his/her bid or proposal to be accepted. 8. Project Administration • The project will be administered by the City. • The project is funded by the City and grant funding from FDEP and SFWMD. Questions Page 1 of 1 Bid # PW 01-00-02-17 Addendum #1 ADDENDUM NO. 2 CENTENNIAL PARK STORM WATER IMPROVEMENTS City of Okeechobee project PW 01-00-02-17 Issue Date March 7, 2017 Questions The following questions were received during the pre-bid meeting. The official response follows the question in bolded print. (1) Question: What is the Engineer's Estimate of Probable Construction Cost? Response: The Engineer's Estimate of Probable Construction Cost is $454,960. (2) Question: What component of the plans will be part of Phase 2? Response: Phase 2 of the project will include the restroom facility, Playground, Pavilions, Floating docks and Gazebo. (3) Question: Cross Section A -A on Sheet 5 and 9 is located at the sand beach. What will be used for the typical section? Response: The Section A -A depicts a section of the project that will be a sand beach. The rip -rap and geo-fabric will be replaced with 12" of clean sand. Comments: The project includes paving, drainage, sidewalks, potable water service, sanitary sewer service, bank stabilization, sand beach, landscaping and irrigation improvements for the park site. The additional amenities will be provided as a second phase to the project. The baffle box design was provided by Eco -Vault. Mr. Randy Burden for Eco -Vault was present and provided his contact information for questions regarding the vault. It should be noted that all actual questions with regards to the bidding of the project should be directed to Mr. David Allen at the City. The Contractor shall be responsible for connecting the irrigation system to the Okeechobee Utility Authority potable water system located at the intersection of SE 7th Street and SE 6th Avenue. The work shall include the piping, tapping saddle, valves and irrigation meter to make the connection from the existing water line to the controller. This work shall be included in Bid Item No. 590-1 Landscape Irrigation System, Lump Sum. Please add Bid Item No. 1000: Manatee Protection, Lump Sum. 1000 Manatee Protection: The bid price for this item shall include, but not be limited to, the requirements as provided in the Manatee Protection Plan as prepared by Hobe Sound Environmental. The bid item shall include the installation of the Manatee Page 1 of 5 Bid # PW 01-00-02-17 Addendum #2 Exclusion Device as referenced on Sheet 8 of the Construction plans. CONTRACTOR is to take all actions required in the Manatee Protection Plan. The basis of payment for Manatee Protection shall be paid as LUMP SUM. Page 2 of 5 Bid # PW 01-00-02-17 Addendum #2 BID UNIT PRICE SCHEDULE PW 01-00-02-17 BID UNIT PRICE SCHEDULE CENTENNIAL PARK STORM WATER IMPROVEMENTS ITEM NO. DESCRIPTION MUNIT EASURE EST. QUAN. UNIT PRICE AMOUNT 101-1A MOBILIZATION / DEMOBILIZATION LS 1 $ $ 101-1B PRE -CONSTRUCTION VIDEO LS 1 $ $ 102-1 MAINTENANCE OF TRAFFIC LS 1 $ $ 104 2A PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION LS 1 $ $ 104-10-3 SEDIMENT BARRIER LF 685 $ $ 104-11 FLOATING TURBIDITY BARRIER LF 620 $ $ 104-15 SOIL TRACKING DEVICE EA 1 $ $ 104-18 INLET PROTECTION SYSTEM EA 7 $ $ 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS LS 1 $ $ 110-1-1 CLEARING & GRUBBING ACRES 2.5 $ $ 110-4 MAINTENANCE OF EXISTING DRAINAGE LS 1 $ $ 120-1A REGULAR EXCAVATION & EMBANKMENT LS 1 $ $ 120-4 SUBSOIL EXCAVATION CY 600 $ $ 120-6A EMBANKMENT -SAND BEACH SY 200 $ $ 160 COMPACTED SUBGRADE (12" THICK) SY 1243 $ $ 285 715 OPTIONAL BASE, BASE GROUP 15 (LBR 100) (18" THICK) SY 1198 $ $ 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT, 1" AVERAGE DEPTH SY 333 $ $ 334-1-13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (SP -9.5) TON 118 $ $ 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' EA 3 $ $ 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' EA 2 $ $ 425-1-901 INLET, SPECIAL, BAFFLE BOX EA 1 $ $ 425-10 YARD INLET EA 5 $ $ 425-2-41 MANHOLE, P-7, < 10' EA 1 $ $ 425-2-71 MANHOLE, J-7, < 10' EA 2 $ $ Page 3 of 5 Bid # PW 01-00-02-17 Addendum #2 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 430 -174 - 112A PIPE CULVERT, ADS, ROUND, 12" LF 330 $ $ 430-174-115A PIPE CULVERT, ADS, ROUND, 15" LF 36 $ $ 430-174-118A PIPE CULVERT, ADS, ROUND, 18" LF 48 $ $ 430-174-118 PIPE CULVERT, RCP, ROUND, 18" LF 36 $ $ 430-174-124 PIPE CULVERT, RCP, ROUND, 24" LF 105 $ $ 430-174-130 PIPE CULVERT, RCP, ROUND, 30" LF 162 $ $ 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" LF 50 $ $ 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" LF 56 $ $ 430-982-123 MITERED END SECTION, RCP, 15" EA 1 $ $ 430-982-125 MITERED END SECTION, RCP, 18" EA 2 $ $ 430-982-129 MITERED END SECTION, RCP, 24" EA 1 $ $ 430-982-625 MITERED END SECTION, RCP, 14" x 23" EA 1 $ $ 520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 94 $ $ 520-2-4 CONCRETE CURB, TYPE D LF 610 $ $ 522-1 CONCRETE SIDWALK, 4" THICK SY 656 $ $ 527-2 DETECTABLE MAT SF 36 $ $ 530-3 RIPRAP — BANK AND SHORE SY 640 $ $ 570-1-2 PERFORMANCE TURF (SOD) SY 7,200 $ $ 580-1-1 LANDSCAPE COMPLETE — SMALL PLANTS LS 1 $ $ 580-1-2 LANDSCAPE COMPLETE — LARGE PLANTS LS 1 $ $ 590-1 LANDSCAPE IRRIGATION SYSTEM LS 1 $ $ 700-1-11A SINGLE POST SIGN — F&I, HANDICAPPED EA 1 $ $ 700-1-11B SINGLE POST SIGN — F&I, STOP EA 2 $ $ 700-1-12 SINGLE POST SIGN — F&I, STOP/DO NOT ENTER EA 2 $ $ 711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID (6„) LF 400 $ $ Page 4 of 5 Bid # PW 01-00-02-17 Addendum #2 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, (12") LF 140 $ $ 711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, (24") LF 52 $ $ 711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 2 $ $ 711-11-460 THERMOPLASTIC, STANDARD, BLUE, MESSAGE (HANDICAPPED SYMBOL) EA 1 $ $ 1000 MANATEE PROTECTION LS 1 $ $ 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY LF 150 $ $ 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC LF 165 $ $ 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT EA 3 $ $ 1060 15 UTILITY STRUCTURE, SANITARY MANHOLE, MODIFY, INSIDE DROP EA 1 $ $ 1080-11-101 UTILITY FIXTURE, 1" METER AS 1 $ $ 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1" CORP STOP EA 1 $ $ ESTIMATED BASE BID AMOUNT (Based on Bid Unit Prices & Estimated Quantities, a summation of Pages 00300- 2 to 00300-4) $ Bidders Company Name NOTE: This bid is on a unit price basis. The total estimated amount is for bid comparison purposes only. The contractor should field verify the actual site conditions prior to time of bidding and before submitting the bid proposal. The contractor should read the special conditions and the requirements for insurance before submitting a bid proposal. The contractor should verify the quantities to be included in the construction contract. The contractor shall furnish The City of Okeechobee with a Public Construction Bond in 100% of the total estimated amount of the contract. The Public Construction Bond shall continue in effect for one (1) year after completion and acceptance of the work as guarantee against construction defects. The contractor in his bid shall include the cost of said bond. Density testing shall be at the expense of the City of Okeechobee, except for failing tests, which shall be charged to the contractor. I have attached the required 5% Bid Security to this Bid. Date Bidder (Company Nome) Page 5 of 5 Bid # PW 01-00-02-17 Addendum #2 CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK WEST INDIAN MANATEE ( Trichechus manatus) PROTECTION PLAN City of Okeechobee , Florida January 2017 Prepared for: Florida Fish and Wildlife Conservation Commission Imperiled Species Management Section (ISM) Thomas Reinert, Regional Director 8535 Northlake Boulevard West Palm Beach, FL 33412 561-625-5122 E-mail: I mperi l edmyfwc.com. Prepared by: Hobe Sound Environmental Consultants, Inc. 9512 S.E. Duncan Street Hobe Sound, FL 33455 (772) 545-3676 E -Mail: bobhsenv@gmail.com TAYLOR CREEK CENTENNIAL PARK WEST INDIAN MANATEE ( Trichechus manatus) PROTECTION PLANS 1.00 INTRODUCTION Taylor Creek Centennial Park project site consists of approximately 1.95± acres of undeveloped land located east of SE 6th Ave and west of Taylor Creek in the City of Okeechobee, Florida. The site is situated in Section 22, Township 37S, Range 35E Okeechobee County, Florida (Latitude: 27°14'12.40" and Longitude: -80°49'26.889"), (Appendix A: Figures 1-3 of 17). Hobe Sound Environmental Consultants, Inc. (HSE) was retained by The City of Okeechobee, Florida and Culpepper and Terpening, Inc. to develop this West Indian Manatee (Trichechus manatus) Protection Plan in support of SFWMD ERP Application # 161209-9 The proposed development of the Taylor Creek Centennial Park project will include public parking spaces, park facilities, pavilions, playground, restrooms, rip -rapping of the shoreline, water quality improvements and future (3) boat docks, canoe launch and a gazebo.(Figure 4 of 17). The purpose of this Manatee Protection Plan is to assist in protecting manatees and their habitats to ensure their continued survival, while at the same time acknowledging human recreational uses of Taylor Creek Centennial Park and Lake Okeechobee. 2.00 NATURAL RESOURCES Taylor Creek Centennial Park project site is located along the western shore of Taylor Creek and north of Lake Okeechobee. Taylor Creek is a narrow body of water that flows from the City of Okeechobee south to Lake Okeechobee. It is approximately 3.28 miles north of Lake Okeechobee. (Appendix A: Figure 5 of 17). Taylor Creek is a freshwater creek. Freshwater enters Lake Okeechobee via Taylor Creek and various drainage basins. The project area adjacent to Taylor Creek has no submerged aquatic vegetation (SAV). According to the Florida Fish and Wildlife Conservation Commission (FFWCC), Fish and Wildlife Research Institute, Marine Mammal Pathobiological Laboratory, Manatee Mortality Database (Appendix B), a total three (3) manatee mortalities were recorded in the Okeechobee County, FL. in 2016. The manatee mortality causes include one (1) Perinatal, one (1) cold stress, and one (1) undetermined. HSE has identified no manatee protection zones from the project site to Lake Okeechobee. (Appendix A: Figure 6 of 17). HSE 17-001 Manatee Protection Plan Page 1 of 3 03 January 2017 3.00 PROTECTION PLAN 3.01 MANATEE PROTECTION PLAN Open water habitat for the West Indian Manatee exists along the perimeter of the project site within Taylor Creek. However there are no SAV's in the area. The following precautions will be taken to avoid impacts to the manatees and their habitat and to provide public awareness: All construction personnel will be advised that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act of 1972, the Endangered Species Act of 1973, and the Florida Manatee Sanctuary Act of 1978. If manatee(s) are seen within 100 yards of the active daily construction/dredging operation or vessel movement, all appropriate precautions shall be implemented to ensure protection of the manatee. These precautions shall include the operation of all in water equipment no closer than 50 feet of manatee. Operation of any in water equipment closer than 50 feet to a manatee shall necessitate immediate shutdown of that equipment. Activities will not resume until the manatee(s) has departed the project area of its own volition (Appendix A: Figure 7 of 17, Manatee Caution Shut Down sign). Any injury to a manatee will be reported immediately to the "Manatee Hotline" (1-888-404-3922) OR CELL *FWC or # FWC and to the U.S. Fish and Wildlife Service, Vero Beach Field Office (772-562-3909). Permanent educational signs, consisting of "Florida Friendly Boater", "Caution Boaters Manatee" and "Protecting the Gentle Giant" (Appendix A: Figures 8, 9 and 10 of 17) will be installed to increase awareness of Taylor Creek Centennial Park residents and visitors of the potential presence of manatees. • An educational kiosk (Appendix A: Figure 11 of 17) will be placed at the location shown in Appendix A: Figure 12 of 17 for maximum visibility. The educational signs shall be 2' x 3' and meet the manatee educational display condition required by FFWCC when displayed as a pair. "The Friendly Boater" sign provides a general description of the manatee and its behavior. "Protecting the Gentle Giant" sign lists the potential threats to manatees and what the public can do to protect them and the "Caution Boaters Manatee" signs warns boater than manatees may be present and to use caution. (Appendix A: Figures 8,9 and 10 of 17). • Permanent "Caution Boaters Manatee" (Appendix A: Figure 13 of 17) will HSE 17-001 Manatee Protection Plan Page 2 of 3 03 January 2017 • be installed at each of the docks, gazebo and the canoe launch to remind boaters of the presence of manatees while on the water. The awareness signs shall be 3' x 4' and shall be placed facing land on walkways or docks. Permanent manatee signs will not be installed on pilings in the water nor be attached to navigational markers. Turbidity barriers will be made of material in which manatees cannot become entangled and will be placed as to not block entry or exit from essential habitat. Barriers will be regularly monitored to avoid manatee entrapment (Appendix A: Figure 14 of 17). All vessels associated with the project will operate at "no wake/idle" speeds at all times while in water where the draft of the vessel provides less than four (4) feet clearance from the bottom. • Monofilament recycle stations and trash receptacles will be placed at the locations shown in Appendix A: Figure 15 of 17. • Entanglement signs will be posted at the Manatee Education Kiosk (Appendix A: Figure 16 of 17). • Trash cans will be placed in both the docking and canoe launch areas to help prevent trash from entering the waterways (Appendix A: Figure 15 of 17). • Manatee exclusion devises will be installed in the new culverts. (Appendix A: Figure 17 of 17) HSE 17-001 Manatee Protection Plan Page 3 of 3 03 January 2017 NOT A SURVEY CULPEPPER S TERPENING, INC. CONSULTIRU ENGINEERS I LAND SURVEYORS (772) 464--3537 2900 Sq,01 25th STREET FORT PEACE, FLORIDA 74901MEI 411.1••• WWI 11111. NIL 111•11 1iA Sebring ;il_ NORTH 0' 30000' 60000' 120000' 240000' SCALE: 1" = 60000' `1 Fort Drum1.'11411 DeSotocN2t° 14'12.404" W80° 49'26.889" • I Jl Venus 11 Palmdale ....i.Bghten , ri-: 1. 1 �i. r-__{._.Indno 'moi -_ I r' Saint Lude L � - I � :Fort Pierce p t.`�SR7o V i. Y Ji1 ,• Ankona 1-' \, \. I`I Port saint, .uci1e 11 1 ,1 I; NOTA SURVEY CULPEPPER & TERPENING, INC. DDRSDLrI..D ERDINEERs I LAND SURVEYORS 2950 SOIfH 25th STREET FORT P.I0tC2. FLORIDA 54001 (772) 404.3637 ME ROMA NM IMIMENMI. EIMENSMINIIS NORTH 0' 300' 600' 1200' 2400' SCALE: 1" = 600' SE ;TH ST__, SE STH ST • ▪ m • 1. < is ES SE 5TH ST SE6THST I:A 0 5 N27° 14'12.404" W80° 49'26.889" SE 6th Ave li ii __,SE STB ST._,; ) SOURCE: DELORME STREET ATLAS USA, 2015. PARCEL ID 0 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECIIOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 02 - LOCMAP.DWG DATE: 03 JANUARY 2017 FIGURE: 2 OF 17 LATITUDE: 27°14'12.404" I LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus ) PROTECTION PLAN PROJECT LOCATION MAP H S Hobe Sound Environmental Consultants Inc. 9512 SE Duncan Street Hobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenv@gmail.com J e 7 C� aI- r. 4 =e a WU d 47 a� C a I; -w O Rh Uw r 07 :C OC 4.} 41 MI ..1 U; °a aS WC 14. 14°64 U '� 1-1 et d sG F vi 7 WF ›.1 0 C7. ea 0 4.1 °a e 7. W 41o U� Cw V. Oa FO dH 1 w 1-1 CO C i..1 � r } as let I77. Q14 a w�.0 W �O I.4a x OW WF UU 00 'cel wF FO UW °a F NOT A SURVEY CULPEPPER & TERPENING, INC. CONSULTING ENGINEERS I LANE. SURVEYORS neo soum 25th S RE T F T PERCE. fC IDA 34051 (772) 404-3637 am your MIS IIMMEISIL /MIMES Mk all NORTH 0' 50' 100' 200' 400' SCALE: 1" = 100' SOURCE: FDOT 2015 AERIAL PIIOTOGRAPII OKEECHOBEE COUNTY, FLORIDA. PARCEL ID # 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECHOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 03 - 2015 AERIAL.DWG DATE: 03 JANUARY 2017 FIGURE: 3 OF 17 LATITUDE: 27°14'12.404" I LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus ) PROTECTION PLAN 2015 AERIAL PHOTOGRAPH HHobe Sound Environmental Consultants Inc. S 9512 SE Duncan Street Hobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenv@gmail.com 1 NOT A SURVEY '�7 J CULPEPPERIC. CONSULTINGo ENGINEERS I LANDSURVEYOR. 2980 SOUD1 25th STREET FORT PERCE. FLORIDA 34991 (772 3837 A 8,rar� ' aae ISMI SCALE: NTS D NORTH ru.o.nur I °"' o. i NO Or ..48roNttn or" arnrrr kIlI+ air. 104.10 044Mtler lo. —XIX va gra vi • MANATEE EXCLUSION DEVICE 0140,01113, MOD �m. p•s.0 —r p • . I..M. •••IN NW. SOURCE: CULPEPPER AND TERPENING, INC. PARCEL ID # 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECIIOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 04 - SITE PLAN.DWG DATE: 03 JANUARY 2017 FIGURE: 4 OF 17 LATITUDE: 27°14'12.404" ' LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE ( Trichechus manatus) PROTECTION PLAN PROPOSED SITE PLAN Hc Hobe Sound Environmental Consultants Inc. SE Duncan Street Hobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenv@gmail.com J NOT A SURVEY J CULPEPPER & TERPENING, INC. CONSULTING ENGINEERS. I LAND SURVEYORS 2950 SOUIN 25th S1REET FORT PERCE, FLORIDA 34951 (772) 154-7537 NORTH 1000' 2000' 4000' 8000' SCALE: 1" = 2000' \NK ^L SS 0 Flo PROJECT SITE 3.28 MILES TO LAKE OCHE + CHOBEE Tr (WOKC)1570 kHz BASCULE BRIDGE HOR CL 40 FT VERT CL 9 FT OVHD PWR & T CABS AUTH CL 40 FT Surfaced ramp r� \...P° <4G k 2„...0\-105'1) ^gyp ,r �� a t� 7 _i. ',.1 ost G 0311 11411 1 The Lake 0 at OkeE 2 0 Surfa R"61 S 1 SOURCE: NOAA CHART 11428 ST LUCIE TO FORT MIMES AND LAKE OKEECIIOBEE. PARCEL ID 8 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECIIOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 05 DIST TO LAKE.DWG DATE: 03 JANUARY 2017 FIGURE: 5 OF 17 LATITUDE: 27°14'12.404" I LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus) PROTECTION PLAN DISTANCE TO LAKE OHEECHOBEE HHobe Sound Environmental Consultants Inc. S9512 SE Duncan Street Hobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenv azgmail.com J ai i73 0j e0 IU az ci xz. as 0. L Lu Mo L./lo GO OI- u < Ca a0F. tat OF 044 (O.a u= Lj td Fol y.F OF as o> 0U 6e 65.0 L./ C4 me o0 FO rn to Id $ z ZO aF Oa Wz 17 N 0. C UE �a oQoz F V F., 40 00 uF xs FV F4 5S ww F wF FO a oa NOT A SURVEY r CULPEPPER & TERPENING, INC. CONSULTING ENGINEERS I LANG SURVEYORS 2980 Saul 25th STREET FORT MIX. FLORIDA 34061 (772 484-3537 ea I/ NM ree )ene111. 0essee•111 ON NORTH SCALE: NTS Manatee rasota Indian River as 1 46 too 40 St. Lucie Martin ssasa� sa---acts Manatee protection rules with some zones that vary by season Brevard FAC.68C. .006 Browa rd F A C. 68C-21010 Citrus FA.C. e8C 011 (induct...puts of Lavy & Hernando Counhea) Flagler FAC 68C-22028 Hillsborough F A.C. Sec -2`013 Indian River FA C. 630-22.007 Lee FA C. 650-22.005 Mlami-Dade FA C 68C-22.025 Palm Beach F A C, 68C-222 009 Pinellas F.A.C. 60042.010 Sarasota FAC BOC -22 026 St Lucie FAC. 63C-22.008 Volusia FAC. 68C-22 012 (Includes parts of Laka, Marlon, Putnam, & Semirole Counhe* along hie St Johns River) Manatee protection rules that have only year round zones Charlotte & Associated County FAC.680-22015 (includes part 01 DeSoto County along tae Peace Ryer) C011ierFAC 68C-22 0:3 Duval & Associated Counties FA C 68C-22 027 (Includes parte of Clay d St Johns County along the St Johns Ryer) Manatee FA C. 68C-22 014 Martin F,AC 680-222024 SOURCE: http://myfwc.com/media/2944209/MPZStatcwideMap.pdf THERE ARE NO MANATEE PROTECTION ZONES IN THE VICINITY OF THE PROPOSED PROJECT. PARCEL ID 8 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECIIOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 06 - NO WATE SPE.DWG DATE: 03 JANUARY 2017 FIGURE: 6 OF 17 LATITUDE: 27°14'12.404" I LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus) PROTECTION PLAN MANATEE PROTECTION ZONES gHobe Sound Environmental Consultants Inc. S9512 SE Duncan Street Hobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenv@gmail.com J NOT A SURVEY CULPEPPER & TERPENING, INC. CONSULTING. ENGINEERS I LAND SURVEYORS 2900 SOUTH 25,I,STREET FORT PIERCE. FLORIDA swel (772) 464-3677 MS/ NEM ISM REMEIM•111111. MGM= IIM/ MEI SCALE: 1" = NTS CAUTION: MANATEE HABITAT All project vessels IDLE SPEED /NO WAKE When a manatee is within 50 feet of work all in -water activities must SHUT DOWN Report any collision with or injury to a manatee: Wildlife Alert: 1-888-404-FWCC (3922) cell *FWC or #FWC NOTE: SHUT DOWN SIGNAGE TO BE POSTED EVERY 50' ALONG TAYLOR CREEK AND CANAL. SOURCE: CULPEPPER AND TERPENING, INC. AND IISE. PARCEL ID # 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECIIOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 07 - SHUT DOWN.DWG DATE: 03 JANUARY 2017 FIGURE: 7 OF 17 LATITUDE: 27°14'12.404" I LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus) PROTECTION PLAN PROJECT SHUT DOWN SIGNAGE Hobe Sound Environmental Consultants Inc. S9512 SE Duncan Street Hobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenv@gmail.com J NOT A SURVEY CULPEPPER & TERPENING, INC. cOReuLr1NG ENGINEERS I L„NO SURVEYORS 2900 SOUTH 25th STREET FORT PE10Z, FLORIDA 34881 (772) 484-3537 w4�NAM WNW IA•••MLOE11� NOTE: TO BE PLACED AT MANATEE EDUCATION KIOSK • C7 d (N: FJ Mi'i�t • �f �., j'r Cllr f.r!• ??,.1-."./��F,�'-' &:60. 11'4' I I r � :: +�, %x* ....' f ( x'. ' .,r..� r. f,.r r, Yw �. ..r ll�=f'h'� R ,w,. y. i !4-sa �'� y ,J�,1r,, i „ia ri,�: ,Y, , �1../�Y '' .d p til ,/� a-, ,t, TY ` ••',9,S. ` •'re* ,/«,.••i: ~•:, . • J:, ;2 � I: '✓"j'!��%.`iiyP! '; �-E/. �j.t4Y...-• 4.'0 : i. �"">'.�L1%� .. j• f; / i,,-„.Uc�,,,r1-.7;'.::-.4.,,....tf •1.e .f)�"•� .• ., d.'%/ • :,.r," - - �T.N is •:.:i•�, ', `•r=sj '• a v/�.�.r�• %1q/7- r ��'�•+ l!'� �'�'�: .. •`y "•'Uv �t�"7r,Y'r.`.., r ��• ,1 f "1, 1;.Y.i'��`/•,t,� j ryi• ,�.r/� �! G..,rt�',N ".'! ` o•-t;Y:lr1,r/� •5. f1_ itVi1�I�Jf! l�� i;•� LJ. axis ;',,r+7,1'tn./�• N✓lttA• -•�,, iiA,,.,,,if sfi itiIv': dt ,,.+ ;;'/;•f,-1 „•✓,e•.'-��y, f•nJ.?iej�s�. , ��'�1l,. : ! p:~ � ",'^•.. - . }f'.,r,,:�;1,.�,,, , di •w. , ,.., •A•'.. ^ a • •G' t , 1 +. d� 9,, Ai.' , f %1 $r y. .gym ,�1`j ' t'} n (.r. :...r �i1 r: !4 I'.PA`Iy c:',."►,',%�ys•J. 0.o' t r.l_i�,- ;r„! • ..1 �+i f��- .ri (..z. t biaMeii • ' - Ikkof , V :' ia'i" F 1104j4kliaijiiiiesia,1.147111dOPPok aalwldldINKA Fatrb �;...:. • bf�tivasalbs0/s .� f mell1MNnWIbLfritoOM7FgIwdlitsfwlm aawsfliltd M a tYslahYaltkw,mdimmiL isyMir Maw antMfaccoba esasi ofWWWWW11 MN Wiwi a sp [tats hsfly� ps�rtltata tor>,rr Iliabsons sstrastautaaatW 4t OrtMstast: tisfoFMtalauttdaMbiluthoi SRN vow M bIMl W$bud'aio0 1.siiOutMUsuaad18144811 �Pddsl!>•sLF IddWnfpsMowdedbTpYNloVindadmeLswY"i�R�I�IadNmd4!1M ese *UAW _ inbstia esubsie D 1r1`ha0itistildotii0iWitibiiado tb. 8000monoriteilbolholopmegstilhati Msb 9r Int Yl EAR J�l M SOURCE: MYFWC.COM PARCEL ID tt 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECIIOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 08-10 MANATEE SIGNS.DtiVC DATE: 03 JANUARY 2017 FIGURE: 8 OF 17 LATITUDE: 27°14'12.404” I LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus) PROTECTION PLAN FLORIDA FRIENDLY BOATING SIGN Hc Hobe Sound Environmental Consultants Inc. 9512 SE Duncan Street Hobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenv@gmail.com 4 NOTA SURVEY CULPEPPER & TERPENING, INC. CONSULTING ENDINEERS I LAND SURVEYOR. 2000 SCum 25th STREET FORT PIERCE. FIARIOA 349111 (772) 404-3537 NOTE: TO BE PLACED AT EACH DOCK GANGWAY cy14b®ft] \'atcb 13D atees Wildlife Alert: 1-888-404-FWCC(3922) cell *FWC or #FWC Report collisions, sick, dead or injured manatees and any wildlife or boating law violations. SOURCE: MYFWC.COM PARCEL ID # 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECIIOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 08-10 MANATEE SIGNS.DWG DATE: 03 JANUARY 2017 FIGURE: 9 OF 17 LATITUDE: 27°14'12.404" ' LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus) PROTECTION PLAN CAUTION BOATERS SIGN HHobe Sound Environmental Consultants Inc. S 9512 SE Duncan Street Hobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenv@gmail.com J NOT ASURVEY CULPEPPER & TERPENING. INC. CONSU•YING ENGINEERS I LAND SURVEYORS 2900 SOWN 25th STREET FORT Pte, FLORIDA 54901 (772) 484-3037 EMI EV MEM MIMI I• IIIME NOTE: TO BE PLACED AT MANATEE EDUCATION KIOSK PROTECTING THE GENTLE GIANT TRAGICALLY, TIIIS GENTLE GIANT, THE WEST INDIAN MANATEE IS AN ENDANGERED SPECIES. A SIGNIFICANT NUMBER OF TIIESE SLOW-MOVING CREATURES ARE INJURED OR KILLED BY MOTORBOATS EACII YEAR. AND MOST MANATEES CARRY SCARS FROM PAST COLLISIONS. OTHERS ARE KILLED WHEN CAUGHT IN FLOOD GATES AND NAVIGATION LOCKS, OR WIZEN THEY EAT OR GET ENTANGLED IN DISCARDED MONOFILAMENT FISHING LINE OR HOOKS. EOM OF HABITAT IS ALSO A SERIOUS THREAT TO THE MANATEE'S SLIIV'IVALMANY GRASS BEDS HAVE BEEN DAMAGED BY POLLLTION OR DREDGE AND F11.I. PROJECT{. k INCREASED DEVELOPMENT AND III. MAN POPI'L\HON GROW -Ill ALONG TIIE COAST ILAS E EUMLN.ITED SLI.NY Lit MANATEE. FEEDING AREAS. NATURAL. FACTORS. INCLUDING COLD N t'At1IER AND 7111: II INATEE'S OWN LOW REPRODLCTION RUT. MAY ALSO THREATEN THE Fl it RE OE THIS ENDANGERED NAT1'. 7 SPLCIF.S. 14:r4:*7 kjai 1Avx,r•tl V,., rt 1 ANE 1.141,4 N,/ .1x.10 •N: vu IRV r.•Y \A1x.,.I.YA1. rt.. -1 \tx,CIYA[EtMx.111x x M\E• 1111 w Alt xltfr, 111E - -1v..�Itn.1. an.n. -o,.rttu1AENO111.or,n.r1nr NINA T.n.. A.n.Rl�nn.l INIS•41,1, 04 TIER, R tir s4 rovtior, NA Iv "RI IG Mier AN,' unoll un •m tlr.ma,,,,C. OBSERVE AND FOLLOW' ALL REGULATORY SIGNS IDLE'SPPPEEED NO WAKE RESUME010RMAL 0 SAFE OPERATION NO ENTRY '4' MANATEE BCPVDE MANATEE ZONE SLOW SPEED IRMA NAME CHYME% Darn MANATEEZONE. 2S MR41 BR PIEEta FM1 1111,11.$1101104 SOURCE: MYFWC.COM PARCEL ID # 2-22-3735-0A00-00028-0000 (1.95 AC) OKEECHOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 08-10 MANATEE SIGNS.DWG DATE: 03 JANUARY 2017 FIGURE: 10 OF 17 LATITUDE: 27°14'12.404" l LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus) PROTECTION PLAN THE GENTLE GIANT SIGN HHobe Sound Environmental Consultants Inc. S9512 SE Duncan Street Robe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenv@gmail.com J 1.4 A..7 a l��• eC WU a a(a OL d� f aw FC 2h UW E=o 5S 0O 00 00 U ,a % wo o =S WW UP7 Eraa U5 W N tU cd O7 WF % .}.la N % WU 54 0 5a _W 00 FN WW p7p(U N i• Gz �dG aF y G] a0. as 44 a as ,c4 O 1134 a.O zEU N.7< ° ak E WF UO 00 FV +5' wo rte, Vl gid00 UW re NOTA SURVEY CULPEPPER & TERPENING, INC. c°r,s uu� SCUM �( S�Tuwvcr°ws FORT PERGE, FLORIDA 74951 (m) 484--76.77 OM II sr w IVflimssma =Ms ammo= NORTH EDUCATION KIOSK • W,ldi!b Vet 1488.404.FWCC(3822) West Indian manatee Trichechus manatus SOURCE: CULPEPPER AND TERPENING, INC. AND HSE. PARCEL ID # 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECIIOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 11 - EDUCATION.DWG DATE: 03 JANUARY 2017 FIGURE: 11 OF 17 LATITUDE: 27°14'12.404" ' LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus) PROTECTION PLAN MANATEE EDUCATION KIOSK Hc Hobe Sound Environmental Consultants Inc. 9512 SE Duncan Street Kobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenv@gmail.com J NOT A SURVEY CULPEPPER & TERPENING, INC. CONSULTING ENGINEERS I L•NO SURVEYORS 2950 SOUTH 255, STREET FORT FIERCE. FLORIDA 36951 (772) 404-3577 NORTH SCALE: NTS 810 CETFNTION POND * 1(4 AC CC057 00 Lf 0• 12• ADS • 0.198 CONST. 48 Lf 0f 18• ADS O 0.000 COVSI.. 128 LfI OF .fit RCP O 1. SOX CONST. 22 Lf Of 2.• RLP O 0.000 CCNsr, 70 if Of 12.ADS O&96.0 SOURCE: CULPEPPER AND TERPENING, INC. AND IISE. PARCEL ID # 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECHOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 12 - ED KIOSK LOC.DWG DATE: 03 JANUARY 2017 FIGURE: 12 OF 17 LATITUDE: 27°14'12.404" I LONGITUDE: -80°49.26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus) PROTECTION PLAN MANATEE KIOSK LOCATION MAP H S Hobe Sound Environmental Consultants Inc. 9512 SE Duncan Street Hobe Sound, FL. 33455 Fi (772) 545-3676, E-mail: bobhsenv@gmail.com NOTA SURVEY CULPEPPER & TERPENING, INC. comau LrING ENGINEERS I LAND SURVEYORS neo SOUIN 25t11 S1REET FORT PIERCE. FLORIDA S4Ra1 (772 464-31537 NM ROM Ma )I111•MIIl1110E NORTH A I (, 1 + I , t 1,- 1 0' 15' 30' 60' 120' SCALE: 1" = 30' PROPOSED 11000 DOCK (BY OTHERS) L—/2 s oe'4rt3 W 2&51' L-11 s o418'17' w 21.37 L-14: S 0.7Vr78' W ae7' L-15: S oe7rts' W 24.e4' L-1& S 1470•04• W 28.88• L-17. S 181140' W 1.E74' SFWI(D No Notice General Permit 47-01058-P, Application 110411-18 Pursuant of Florida Statute 401814. Taylor Creek Cantwell for a Wo Noun General Prrntt.' The Existing Culvert J8' CLP and Wet. orlphody permitted 47-01058—P. Appikation 110411-15 MP be rotobed. Add gulaity treatment wd be pro.ided snake with the addition ponds and BAMS 9011 SD -17. LEGEND 0 CAUTION BOATER SIGN LOCATIONS PROPOSED 11000 BRIDGE R C:AZE80 (BY OTHERS) GAZEBO laN FTE :a00 SOURCE: CULPEPPER AND TERPENING, INC. AND HSE. PARCEL ID # 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECIIOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 13 -BOATER SIGN LOC.DWC DATE: 03 JANUARY 2017 FIGURE: 13 OF 17 LATITUDE: 27°14'12.404" I LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus) PROTECTION PLAN BOATER CAUTION SIGN LOCATIONS HS Hobe Sound Environmental Consultants Inc. 9512 SE Duncan Street Hobe Sound, FL. 33455 FJ (772) 545-3676, E-mail: bobhsenv@gmail.com • aW. 7 o^ a. j, WU W0.'L pW a8 0. C A. 1.4 ./ ° UW .m I- ›. ‘6,4Rp ..1 a5 WOR ‘6,4R am U5 xG a of .rdu 7 07 O CI ••y t; ; ,3x di°I> W v.p MO {al 47 ,gym Gz x�o •a a �Q a Qa Wx 1.4 o UEL Wa pz E orU SS HC7 Z. a� WF FO tiW z NOTA SURVEY CULPEPPER & TERPENING. INC. cOnSucr,NO ENGINEERS I LANG SURVEYORS 7910 SOUTH 75th STREET FORT PERM, FLORIDA 319(11 (772) 464-35.77 ERR II ROY OR REIREMON11. IIINIMERMNRIL SCALE: NOT TO SCALE TYPICAL FLOATING TURBIDITY CURTAIN SPECIFICATIONS: FABRIC: HIGH STRENGTII NYLON REINFORCED VINYL, HIGH VISIBILITY YELLOW, 22 OZ. /YD WEIGHT. CONNECTOR: SNAP HOOKS AND RINGS CONNECT LOAD LINES WITH SLOTTED REINFORCED PVC PIPE FOR FABRIC CLOSURE. OPTIONAL EXTRUDED ALUMINUM CONNECTORS. FLOTATION: 12" EXPANDED POLYSTYRENE OVER 29 LBS/FT BUOYANCY. BALLAST: 5/16" GALVANIZED CIIAIN ( 1.1 LBS/FT. ) LOAD LINES: DUAL 5/16" GALVANIZED WIRE ROPES WITH HEAVY VINYL COATING. TURBIDITY CURTAINS ARE TO REMAIN IN PLACE FOR A PERIOD OF TIME NOT LESS THAN SEVEN (7) DAYS AFTER WORK HAS BEEN COMPLETED AND TURBIDITY LEVELS ARE EQUAL TO OR BELOW BACKGROUND N.T.U. LEVELS. DEPTH ACCORDING TO NEED SOURCE: CULPEPPER AND TERPENING, INC. AND HSE. PARCEL ID # 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECHOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 14 - TURBIDITY .DWG DATE: 03 JANUARY 2017 FIGURE: 14 OF 17 LATITUDE: 27°14'12.404" I LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus ) PROTECTION PLAN MANATEE SAFE TURBIDITY CURTAINS J_j Hobe Sound Environmental Consultants Inc. S9512 SE Duncan Street Hobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenvCgmail.com J NOT A SURVEY CULPEPPER & TERPENING, INC. CONSULTING ENGINEERS I LAND SURVEYORS SOO SOUTH 2616 STREET FORT PERCE, FLORIDA 64961 (772) 464.3637 MIS V ROM MO GP PIMPIMMIL /11/“=•=1111111. SCALE: NTS '\`,""'[] L �^ TYPICAL TRASH RECEPTACLE LEGEND -TRASH CANS (6) MONOFILIMENT RECYCLE STATIONS (3) TYPICAL MONOFILIMENT RECEPTACLE SOURCE: CULPEPPER AND TERPENINC, INC. AND IISE. i 3 - PARCEL ID 9 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECHOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 15 - MONO RECYCLE.DWC DATE: 03 JANUARY 2017 FIGURE: 15 OF 17 LATITUDE: 27°14'12.404" I LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus ) PROTECTION PLAN MONOFILIMENT AND TRASH RECEPTACLES HHobe Sound Environmental Consultants Inc. S 9512 SE Duncan Street Hobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenvCgmail.com J NOTA SURVEY CLILPEPPER & TERPENING, INC. CONSULTING ENGINEERS 1 LAND SURVEYORS 2950 SO= 25th SIREET rom PIERCE. nomw arum (772) 484-3577 NM Sr MO wse,1.• TO BE PLACED IN THE MANATEE EDUCATION KIOSK (G-3(;®w@g® yO[ULt OBo ®® Cli@ :@RC 1861 tEeD colCalligY@D Help protect Florida's manatees. Manatees and other wildlife can easily become entangled in or ingest discarded monofilament fishing line and hooks, which can lead to serious injury or death. Wildlife Alert: 1-888-404-FWCC (3922) cell *FWC or #FWC Report collisions, sick, dead or injured manatees Nioi and any wildlife or boating law violations. SOURCE: MYFWC.COM PARCEL ID # 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECHOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 16 - ENTANCLEMENT.DWG DATE: 03 JANUARY 2017 FIGURE: 16 OF 17 LATITUDE: 27°14'12.404" I LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus) PROTECTION PLAN MANATEE ENTANGLEMENT SIGN H S Hobe Sound Environmental Consultants Inc. 9512 SE Duncan Street Hobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenv@gmail.com J NOT A SURVEY CULPEPPER & TERPENING, INC. CONSULTING ENGINEERS I LAPID SURVEYORS 2980 SCOW 25111 S1REET FART PEACE nOEIDA 34081 (772) 484-3577 1•1.Rr S.• IMMO.SSSS 1110/M1.I��. 1/2" ALUMINUM NUTS 030.00" TOP BOTTOM THREADED ALUMINUM RODS 1/2" DIAMETER, (3) DRILLED THROUGH CULVERT MANATEE EXCLUSION DEVICE SOURCE: CULPEPPER AND TERPENINC, INC. AND IISE. PARCEL ID # 2-22-37-35-0A00-00028-0000 (1.95 AC) OKEECHOBEE COUNTY FLORIDA SEC. TWP. R. 22 37S 35E HSE JOB NO.: 17-001.01 DRAWING NAME: 17 - MANATEE EXC.DWG DATE: 03 JANUARY 2017 FIGURE: 17 OF 17 LATITUDE: 27°14'12.404" I LONGITUDE: -80°49'26.889" DESIGNED BY: RLW DRAWN BY: FRP CHECKED BY: RLW CITY OF OKEECHOBEE TAYLOR CREEK CENTENNIAL PARK MANATEE (Trichechus manatus ) PROTECTION PLAN MANATEE EXCLUSION DEVICE H S Hobe Sound Environmental Consultants Inc. 9512 SE Duncan Street Hobe Sound, FL. 33455 F(772) 545-3676, E-mail: bobhsenvCgmail.com J Appendix B Manatee Mortality Database 2016 FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION MARINE MAMMAL PATHOBIOLOGY LABORATORY YTD Preliminary Manatee Mortality Table by County From: 01/01/2016 To: 12/23/2016 County Watercraft Flood Gate/ Canal Lock Other Human Perinatal Cold Stress Natural Undetermined Unrecovered Total Bay 0 0 0 0 0 0 0 1 1 Brevard 9 0 1 42 1 4 43 6 106 Broward 5 0 0 1 0 4 8 0 18 Charlotte 2 0 0 2 0 11 6 0 21 Citrus 3 0 0 6 1 3 3 0 16 Clay 0 0 0 0 0 0 1 0 1 Collier 6 0 0 3 1 11 8 2 31 Duval 1 0 2 0 3 1 4 1 12 Flagler 0 0 0 2 2 0 0 0 4 Glades 0 0 0 0 0 1 3 1 5 Gulf 0 0 0 0 0 1 0 0 1 Hernando 0 0 0 1 0 1 0 0 2 Hillsborough 7 0 0 3 1 2 9 2 24 Indian River 0 0 0 0 0 1 4 2 7 Lake 0 0 0 1 0 0 0 0 1 Lee 19 0 1 11 2 18 23 8 82 Levy 0 0 0 1 1 0 1 1 4 Manatee 4 0 0 2 1 6 2 0 15 Marion 1 0 0 0 0 0 0 0 1 Martin 3 0 0 3 1 2 0 0 9 Miami -Dade 3 1 1 1 0 0 6 1 13 Monroe 10 0 0 0 0 3 5 5 23 Okeechobee 0 0 0 1 1 0 1 0 3 Orange 0 0 0 0 0 0 1 0 1 Palm Beach 4 0 0 2 1 0 2 0 9 Pasco 1 0 1 1 0 2 0 0 5 Pinellas 3 0 0 7 1 5 6 0 22 Putnam 3 0 0 1 0 0 4 0 8 Sarasota 2 0 0 6 0 6 3 1 18 Seminole 0 0 0 0 0 0 1 1 2 St. Johns 3 0 0 2 1 0 1 0 7 St. Lucie 1 0 0 2 0 0 1 0 4 Volusia 12 0 0 11 1 3 5 1 33 TOTAL: 102 1 6 112 19 85 151 33 509 Patty Burnette From: David Allen Sent: Monday, March 13, 2017 7:15 AM To: jkorswold@dfifl.com; penrodconstruction@gmail.com; randy.burden@ecosenseint.com; dnunez@sdbteam.com; abneybuild@gmail.com; randy.burden@ecosenseint.com; ronald.baldoza@constructconnect.com Cc: 'Stef Matthes'; Patty Burnette; Jessie Weigum Subject: Addendum No. 3 for PW 01-00-02-17 Attachments: Addendum 3 PW 01-00-02-17 Centennial Park Stoprm Wate- Improvements.pdf We are reviewing the request for an extension to the bid due date and will be issuing a response later this morning after we have a chance to consult the calendars for all those involved. Thank you, David Allen Public Works Director City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, FL 34974 863-763-3372 ext 225 863-763-1686 fax cityofokeechobee.com PUBLIC RECORDS NOTICE: All e-mail sent to and received from the City of Okeechobee, Florida, including e-mail addresses and content, are subject to the provisions of the Florida Public Records Law, Florida Statute Chapter 119, and may be subject to disclosure. 1 ADDENDUM NO. 3 CENTENNIAL PARK STORM WATER IMPROVEMENTS City of Okeechobee project PW 01-00-02-17 Issue Date March 13, 2017 Questions The following questions were received during the pre-bid meeting. The official response follows the question in bolded print. 1. Question: Please provide a copy of the soil boring report from Ardaman & Assoc. Inc. Response: The Ardaman Geotechnical Report is attached. 2. Question: Please provide copies all permits and permit conditions. Response: The South Florida Water Management District permit is in process and will be provided once issued. Standard permit condition with respect to the development of an upland site can be expected. No other permits are anticipated other than the City of Okeechobee Building Permit, which will be the responsibility of the Contractor. 3. Question: What is the LBR requirement on the Subgrade? LBR 40 or LBR 30? Response: The subgrade will require an LBR 40. 4. Question: According to detail D-1 on plan Sheet 10, OUA provides the meter. Is this still the case or shall we bid this item? If this item is bid, what brand and model meter is to be installed? Response: The OUA will provide the water meter, however the Contractor will need to pay for the meter. This will also be the case with the irrigation meter. 5. Question: What are the limits of the 6" thick sidewalk? Response: Sidewalk shall be 4" thick in accordance with the detail provided on Sheet 7. The 6" thickened edge shall be provided along all paved areas. The width of the thickened edge shall be 6" wide and 18" deep as shown on the detail provided on Sheet 7. Payment shall be made under the unit price for the 4" thick sidewalk. 6. Question: On landscaping page L-2 note 13 states requirement that seem different and extreme. Can we exclude testing and evaluations? Response: Yes, we are fine with excluding those requirements. Page 1 of 1 Bid # PW 01-00-02-17 Addendum #3 Subsurface Soil Exploration and Geotechnical Engineering Evaluation Proposed Centennial/Taylor Creek Park SE 6th Avenue and SE 7th Street Okeechobee, Florida Ardaman Associates, Inca OFFICES Orlando — 8008 S. Orange Avenue, Orlando Florida 328098 — Phone (407) 855-3860 Alexandria — 3609 Mac Lee Drive, Alexandria, Louisiana 71302 — Phone (318) 443-2888 Bartow —1525 Centennial Drive, Bartow, Florida 33830 — Phone (863) 533-0858 Baton Rouge — 316 Highlandia Drive, Baton Rouge, Louisiana 70884 — Phone (225) 752-4790 Cocoa — 1300 N. Cocoa Blvd., Cocoa, Florida 32922 — Phone (321) 632-2503 Fort Myers — 9970 Bavaria Road, Fort Myers, Florida 33913 — Phone (239) 768-6600 Miami — 2608 W. 84th Street, Hialeah, Florida 33016 — Phone (305) 825-2683 Monroe — 1122 Hayes Street, West Monroe, Louisiana 71292 — Phone (318) 387-4103 New Orleans — 1305 Distributors Row, Suite 1, Jefferson, Louisiana 70123 — Phone (504) 835-2593 Port St. Lucie — 460 Concourse Place NW, Unit 1, Port St. Lucie, Florida 34986 — Phone (772) 878-0072 Sarasota — 78 Sarasota Center Blvd., Sarasota, Florida 34240 — Phone (941) 922-3526 Shreveport — 7222 Greenwood Road, Shreveport, Louisiana 71119 — Phone (318) 636-3673 Tallahassee — 3175 West Tharpe Street, Tallahassee, Florida 32303 — Phone (850) 576-6131 Tampa — 3925 Coconut Palm Drive, Suite 115, Tampa, Florida 33619 — Phone (813) 620-3389 West Palm Beach — 2200 North Florida Mango Road, Suite 101, West Palm Beach, Florida 33409 — Phone (561) 687-8200 MEMBERS: A.S.F.E. American Concrete Institute ASTM International Florida Institute of Consulting Engineers NEW MI Andaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants Culpepper & Terpening, Inc. 2980 South 25th Street Fort Pierce, Florida 34981 Attention: Mr. Stefan K. Matthes, P.E. Subject: Subsurface Soil Exploration and Geotechnical Engineering Evaluation Proposed Centennial/Taylor Creek Park SE 6th Avenue and SE 7th Street Okeechobee, Florida Mr. Matthes: June 2, 2016 File No. 16-5429 As requested and authorized, we have completed a subsurface soil exploration and geotechnical engineering evaluation for the subject project. The purposes of performing this exploration were to evaluate the general subsurface conditions in the vicinity of the proposed recreational park improvement areas and to provide recommendations for site preparation and foundation and pavement support. This report documents our findings and presents our engineering recommendations. SITE LOCATION AND SITE DESCRIPTION The site for the proposed Centennial/Taylor Creek Park is located at the intersection of SE 6th Avenue and SE 7th Street in Okeechobee, Florida (Section 22, Township 37 South, Range 35 East). The general site location is shown superimposed on the Okeechobee, Florida USGS quadrangle map presented on Figure 1. The area for the proposed recreational park is currently undeveloped and primary grassed land, with the exception of a large oak tree on the northern portion of the site. A sanitary sewer lift station facility is located adjacent to the northwest portion of the site. Taylor Creek and a finger canal border the site to the east and south, respectively. PROPOSED CONSTRUCTION AND GRADING It is our understanding that the proposed development includes a recreational park facility with a restroom building, a large pavilion, several chickee huts, a playground, bio-swales, and associated parking and drive areas. The proposed restroom building will consist of load bearing masonry walls with a slab -on -grade floor. The pavilion and chickee hut structures are anticipated to have columns and a slab -on -grade floor. Typical anticipated loading conditions for the structures were not provided but are anticipated to be less than 3 kips per linear foot for wall foundations and less than 20 kips per linear foot for column foundations. We have assumed that Tess than 2 feet of fill will be required to bring the building and pavement areas to final elevation(s). If actual building loads or fill heights exceed our assumptions, then the recommendations in this report may not be valid. 460 NW Concourse Place, Unit 1, Port St. Lucie, Florida 34986 Phone (772) 878-0072 FAX (772) 878-0097 Louisiana: Alexandria, Baton Rouge, Monroe, New Orleans, Shreveport Florida: Bartow, Cocoa, Fort Myers, Miami, Orlando, Port Charlotte, Port St. Lucie, Sarasota, Tallahassee, Tampa, West Palm Beach Proposed Centennial/Taylor Creek Park - 2 - File No. 16-5429 It is our understanding that the shorelines within the project area along Taylor Creek and the associated finger canal will be protected with an erosion control measure consisting of a rip rap revetment system. REVIEW OF SOIL SURVEY MAPS The Soil Survey of Okeechobee County, Florida, which was issued by the U.S. Department of Agriculture, Soil Conservation Service in 2003, states that the predominant surficial soil type in the area where the site is located is Floridana, Riviera, and Placid soils, depressional. A brief description of this soil type, as taken from the Soil Survey, is presented below. Floridana, Riviera, and Placid soils, depressional are very poorly drained soils found in freshwater swamps and marshes and in low lying areas. The composition of this unit is variable, but the mapping was sufficiently controlled to evaluate the soils for the expected uses. Some areas mainly consist of only one soil type, and other areas contain two or all three soil types in varied proportions. Floridana soils typically consist of fine sand to about 18 inches, and fine sandy loam or loamy fine sand to a depth of 80 inches. Riviera soils typically consist of fine sand in the upper 22 inches and fine sandy loam to a depth of 80 inches. Placid soils generally consist of fine sand to a depth of 80 inches. We note that included in mapping are small areas of organic Okeelanta soils. From June through March, the seasonal high water table in these soil types is at the surface to 24 inches above the surface. During the remainder of the year, it is typically at the surface to a depth of 12 inches. It may, however, recede below 12 inches during extended dry periods. We note that the groundwater table levels and seasonal fluctuations at the site are influenced by water levels maintained in the adjacent Taylor Creek waterway and are likely not accurately described by the conditions provided above for the representative Soil Survey soil types. FIELD EXPLORATION PROGRAM The field exploration program included performing four Standard Penetration Test (SPT) borings (B-1 through B-4 on Figure 2) in the vicinity of the proposed pavilion and along the shorelines of the site. Eight auger borings (AB -1 through AB -8) were also conducted within or in the vicinity of the restroom building and the surrounding parking/drive and sidewalk areas. Due to the potential presence of underground utilities in the project area, the top 5 feet of each of the SPT borings was advanced using a 3 -inch diameter, hand-held bucket auger. Below 5 feet, the SPT borings were advanced to a depth of 25 feet below the ground surface using the methodology outlined in ASTM D-1586. The auger borings were conducted using a hand-held, 3 -inch diameter bucket auger to a depth of 5 feet below the existing ground surface. Descriptions of these field procedures are included in the Appendix. Soil samples were recovered from the sampler or auger during performance of the borings. The samples were visually classified in the field and representative portions of the samples were transported to our laboratory in sealed sample jars. The groundwater level at each of the boring locations was measured during drilling. Upon completion, the borings were backfilled with soil cuttings. The approximate locations of the borings are shown on Figure 2. These locations were determined in the field by estimating distances from existing site features and should be considered accurate only to the degree implied by the method of measurement used. Proposed Centennial/Taylor Creek Park - 3 - File No. 16-5429 LABORATORY PROGRAM Representative soil samples obtained during our field sampling operation were packaged and transferred to our laboratory for further visual examination and classification. The soil samples were visually classified in general accordance with the Unified Soil Classification System (ASTM D-2488). The resulting soil descriptions are shown on the soil boring profiles presented on Figures 3 and 4. GENERAL SUBSURFACE CONDITIONS General Soil Profile The results of the field exploration and laboratory programs are graphically summarized on the soil boring profiles presented on Figures 3 and 4. The stratification of the boring profiles represents our interpretation of the field boring logs and the results of laboratory examinations of the recovered samples. The stratification lines represent the approximate boundary between soil types. The actual transitions may be more gradual than implied. As shown on the soil boring profiles on Figure 3, the SPT borings typically encountered loose to medium dense, fine sand (Unified Soil Classification SP) and silty fine sand (SM) to the boring termination depth of 25 feet. We note that organic silty fine sand (ML) was encountered in most of the borings in the upper 4 feet. The auger borings encountered similar soils to a depth of 5 feet below the existing ground surface as shown on the soil boring profiles on Figure 4. These soil profiles are outlined in general terms only. Please refer to Figures 3 and 4 for soil profile details. Groundwater Level The groundwater level was measured in the boreholes on the day drilled. As shown on Figures 3 and 4, groundwater was encountered at approximate depths ranging from 4.5 to 5.8 feet below the existing ground surface on the date indicated. Fluctuations in groundwater levels should be anticipated throughout the year primarily due to seasonal variations in rainfall and other factors (i.e. water level within Taylor Creek) that may vary from the time the borings were conducted. NORMAL SEASONAL HIGH GROUNDWATER LEVEL The normal seasonal high groundwater level each year is the level in the August -September period at the end of the rainy season during a year of normal (average) rainfall. The water table elevations associated with a higher than normal rainfall and in the extreme case, flood, would be higher to much higher than the normal seasonal high groundwater level. The normal high water levels would more approximate the normal seasonal high groundwater levels. The seasonal high groundwater level is affected by a number of factors. The drainage characteristics of the soils, the land surface elevation, relief points such as drainage ditches, lakes, rivers, swamp areas, etc., and distance to relief points are some of the more important factors influencing the seasonal high groundwater level. Based on our interpretation of the site conditions using the soil borings and the Soil Survey, we preliminarily estimate the normal seasonal high groundwater level at the boring locations to be approximately 2 to 21,4 feet above the groundwater level measured in the boreholes at the time of our field exploration. Proposed Centennial/Taylor Creek Park - 4 - File No. 16-5429 ENGINEERING EVALUATION AND RECOMMENDATIONS General The soil borings typically encountered suitable soils to depths of 5 and 25 feet below the existing ground surface, with the exception of the organic silty fine sand that was encountered at most of the boring locations in the upper 4 feet. The organic content of this layer ranged from 4% to 12% in the soil samples tested. If left in place in any structural or pavement areas, this material will likely undergo excessive post -construction settlements resulting in unsatisfactory foundation or pavement performance. Therefore, it is our opinion that the organic silty fine sand soil (Stratum No. 3 on Figures 3 and 4) should be removed in its entirety from all structural and pavement areas and replaced with well compacted fine sand as outlined in the "Demucking" section of this report. The results of our exploration indicate that, with proper site preparation and demucking as recommended in this report, the existing soils are suitable for supporting the proposed buildings on a conventional shallow foundation system. Spread footings and/or a monolithic slab should provide an adequate support system for the structures. The following are our recommendations for overall site preparation, demucking, foundation support and pavement construction which we feel are best suited for the proposed building and existing soil conditions. The recommendations are made as a guide for the design engineer and/or architect, parts of which should be incorporated into the project's specifications. Stripping and Grubbing The "footprint" of the proposed building and pavement areas, plus a minimum margin of five feet, should be stripped of all surface vegetation, stumps, debris, organic topsoil or other deleterious materials, as encountered. Buried utilities should be removed or plugged to eliminate conduits into which surrounding soils could erode. After stripping, the site should be grubbed or root -raked such that roots with a diameter greater than 1/2 inch, stumps, or small roots in a dense state, are completely removed. The actual depth(s) of stripping and grubbing must be determined by visual observation and judgment during the earthwork operation. Special care should be taken to ascertain that all existing foundations, slabs, and any other underground structures are removed from the proposed construction area. If pipes or any collapsible or leak prone utilities are not removed or completely filled (with grout or concrete), they may serve as conduits for subsurface erosion resulting in excessive settlements. Over - excavated areas resulting from the removal of underground structures and unsuitable materials should be backfilled in accordance with the fill soils section of this report. We strongly recommend that the stripped surface be inspected and approved by Ardaman & Associates, Inc. prior to filling the site. Demucking (Excavation of Organic Silty Fine Sand) We note that the recommendation to excavate the organic silty fine sand soil is made knowing that excavating below the groundwater table will be necessary. Careful coordination of the Proposed Centennial/Taylor Creek Park - 5 - File No. 16-5429 excavation activities and backfilling operations is necessary for the successful ground improvement program. If the contractor is unable to quickly replace the excavated organic soil with clean, compacted fill before groundwater is allowed to enter the excavation, dewatering in advance of excavation may be necessary. We strongly recommend that the excavation of the organic silty fine sand soil operation be continuously monitored by a representative of Ardaman & Associates. The fine sand and silty fine sand that overlie the buried debris (overburden soils) should be excavated and stockpiled. The organic silty fine sand soil can then be excavated from beneath the proposed structural and pavement areas, plus a minimum outside horizontal margin of 5 feet. Once the organic soil has been removed, the bottom of the excavation should then be compacted to produce dry densities not Tess than 95 percent of the modified Proctor (ASTM D-1557) maximum dry density of the compacted material to a depth of 1 foot below the bottom of the excavation. The overburden soils containing no more than 12 percent passing the U.S. No. 200 standard sieve may be returned to the excavation once the bottom of the excavation is inspected and approved. The backfill can be placed in lifts not to exceed 12 inches in thickness (6 inches if hand-held compaction equipment is used), and compacted to produce dry densities not less than 95 percent of the modified Proctor (ASTM D-1557) maximum dry density of the compacted material. Care must be exercised to avoid mixing the overburden soils with any unsuitable soils (i.e., organic silty fine sand, muck, soil containing debris, etc.). In general, it is desired to complete the excavation and backfilling operations in as short a time as possible. If deemed necessary, consideration should be given to proceeding with the excavating/backfilling operation in stages so that no deep excavations remain open overnight. Such a staged approach may also reduce slope bracing needs. If the excavation reaches areas near the property lines or any existing structure, the slope of the excavation may have to be protected with a bracing system. The contractor is to be responsible for the integrity of existing structures and adjacent property, and for implementing all necessary safety measures. At a minimum, safe excavation slopes in accordance with appropriate regulatory authorities such as OSHA, should be used. Additionally, some form of dewatering may be necessary to control groundwater entering the excavation, and subsequently hindering visual observations and backfill compaction activities. Means and methods of dewatering should be the responsibility of the contractor. Proof -rolling We recommend proof -rolling the cleared surface to locate any unforeseen soft areas or unsuitable surface or near -surface soils, to increase the density of the upper soils, and to prepare the existing surface for the addition of the fill soils (as required). Proof -rolling of the building and pavement areas should consist of at least 10 passes of a compactor capable of achieving the density requirements described in the next paragraph. Each pass should overlap the preceding pass by 30 percent to achieve complete coverage. If deemed necessary, in areas that continue to "yield", remove all deleterious material and replace with clean, compacted sand backfill. The proof -rolling should occur after cutting and before filling. A density equivalent to or greater than 95 percent of the modified Proctor (ASTM D-1557) maximum dry density value for a depth of 1 foot must be achieved beneath the stripped and grubbed ground surface. Additional passes and/or over -excavation and recompaction may be required if these minimum density requirements are not achieved. The soil moisture should be adjusted as necessary during compaction. Proposed Centennial/Taylor Creek Park - 6 - File No. 16-5429 Proof -rolling may cause upward movement or "pumping" of the groundwater. However, we recommend that the existing surface be level and firm prior to the addition of fill soils. Proof -rolling with a front-end loader may help achieve the desired surface and compaction condition before adding the fill soils. The site should be dewatered as necessary. Depending on the time of year, a 12- to 18 -inch layer of clean fine sand (SP) fill may be required prior to proof -rolling. Care should be exercised to avoid damaging any neighboring structures while the compaction operation is underway. Prior to commencing compaction, occupants of adjacent structures should be notified and the existing condition (i.e. cracks) of the structures documented with photographs and survey (if deemed necessary). Compaction should cease if deemed detrimental to adjacent structures, and Ardaman & Associates should be notified immediately. Suitable Fill Material and the Compaction of Fill Soils All fill soil should be free of organic materials, such as roots and vegetation. We recommend using fill with less than 12 percent by dry weight of material passing the U.S. Standard No. 200 sieve size. Soils with more than 12 percent passing the No. 200 sieve can be used in sorne applications, but will be more difficult to compact due to their inherent nature to retain soil moisture. All structural fill should be placed in level lifts not to exceed 12 inches in uncompacted thickness. Each lift should be compacted to at least 95 percent of the modified Proctor (ASTM D-1557) maximum dry density value. The filling and compaction operations should continue in lifts until the desired elevation(s) is achieved. If hand-held compaction equipment is used, the lift thickness should be reduced to no more than 6 inches. Foundation Support by Spread Footings and Foundation Compaction Criteria Excavate the foundations to the proposed bottom of footing elevations and, thereafter, verify the in-place compaction for a depth of 1 foot below the footing bottoms. If necessary, compact the soils at the bottom of the excavations to at least 95 percent of the modified Proctor maximum dry density (ASTM D-1557) for a depth of 1 foot below the footing bottoms. Based on the existing soil conditions and, assuming the above outlined demucking, proof -rolling and compaction criteria are implemented, an allowable soil bearing pressure of 2,500 pounds per square foot (psf) may be used in the foundation design. This bearing pressure should result in foundation settlement within tolerable limits (i.e., 1 inch or less). All bearing wall foundations should be a minimum of 18 inches wide and column foundations 24 inches wide. A minimum soil cover of 18 inches should be maintained from the bottom of the foundations to the adjacent finished grades. Floor Slab Moisture Reducer and Slab Compaction Requirements Compaction beneath all floor slabs should be verified for a depth of 12 inches and meet the 95 percent criteria (modified Proctor, ASTM D-1557). Precautions should be taken during the slab construction to reduce moisture entry from the underlying subgrade soils. Moisture entry can be reduced by installing a membrane between the subgrade soils and floor slab. Care should be exercised when placing the reinforcing steel (or mesh) and slab concrete such that the membrane is not punctured. We note that the membrane alone does not prevent moisture from occurring beneath or on top of the slab. If interior columns Proposed Centennial/Taylor Creek Park - 7 - File No. 16-5429 are isolated from the floor slab, an expansion joint should be provided around the columns and sealed with a water -proof sealant. Proposed Shoreline Erosion Protection System It is our understanding that the proposed shoreline cross-sections within the project area are designed for a maximum of a +4H:1V (horizontal to vertical) slope gradient. We note that slope stability analyses have not been performed due to limited budget for the project. Such analyses would provide better assurance that the proposed system will improve the Tong -term global stability of the system, and can be provided at an additional cost if requested. The recommendation for the erosion protection system provided herein assumes that the proposed cross sections can maintain the slopes proposed, and is based on our review of the data from our soil borings and our experience with similar projects. The results of our exploration indicate that, with proper site preparation as recommended in this report, the existing soils and site conditions within the areas explored could be provided with shoreline erosion protection measures consisting of a minimum of 12 inches of rubble rip rap placed on top of 6 inches of bedding stone (FDOT 57 Stone) and a suitable geotextile fabric. The soils encountered in the borings appear generally suitable for supporting this system in its current condition with minor modifications required mainly in the areas where slope grading is needed to reconstruct the shoreline at the desired alignment and grade. Any soils encountered in the shoreline slope that are loose or soft should be excavated and replaced with suitable material or gravel in compacted lifts. Additionally, the toe of the rip rap application must extend at least 2 feet out from the toe of slope and be constructed on and embedded against firm, undisturbed sandy soils, free of muck, vegetation, and/or soft sediment. We note that our evaluation was limited to our site observations of the project area, and on the results of the soil borings that were conducted within the project area. Variability of the soils at the site should be anticipated. Additional slope protection methodology, replacement of soils and/or increased thicknesses of the rip rap system may be required to account for variations in these isolated areas or unforeseen conditions encountered during construction. Stripping of the Shoreline and Cleaning of the Waterway Bottom The existing shoreline and waterway bottom in the project limits should be stripped and cleaned of all surface vegetation, stumps, debris, organic topsoil, muck and organic silty fine sand, soft sediment, loose soils or other deleterious materials, as encountered. The extent of stripping and cleaning must be determined by visual observation, probing and judgment during the earthwork operation. The means and methods should be the responsibility of the contractor but must provide protection of the exposed areas from erosion and prevent sloughing. Shoreline Grading and Resloping In areas that require filling, the first lift of fill can be placed following inspection and approval of the existing shoreline stripping and bottom cleaning. To facilitate the filling operation in areas anticipated to be filled within or just above the water table, we recommend that at least the first lift consist of fill with less than 5 percent fines (less than 5 percent by dry weight of material passing the U.S. Standard No. 200 sieve size) with moisture content equal to or slightly less than optimum for the material as determined by the Proctor test. The thickness and width of the first lift may need to be field modified to accommodate the use of a heavy vibratory roller for compaction. Static rolling with a self-propelled heavy vibratory roller (vibratory feature turned off) should be used to minimize the upward draw of moisture commonly associated with vibratory rolling, especially in the lower lifts of fill. The lift should be benched and ramped as necessary to accommodate the roller. If the first lift cannot be tested for compaction due to excessive Proposed Centennial/Taylor Creek Park - 8 - File No. 16-5429 moisture, the material should be worked until the material probes firm using a hand-held penetrometer. If the material cannot achieve satisfactory results and continues to exhibit yielding, the material should be excavated and replaced with drier clean sand material or coarse aggregate until desirable results are achieved. Soils used to subsequently fill and/or reslope the shoreline should be placed in benched lifts not to exceed 12 inches in loose thickness. We recommend using fill with no more than 12 percent fines (Unified Soil Classifications SP or SP -SM) at an appropriate distance above the water table that will not cause the material to become overly saturated. The fill material should be free of organic materials, such as topsoil, roots and vegetation. All fill should be placed in level "benched" lifts not to exceed 12 inches in uncompacted thickness. Each "benched" lift should be "keyed" into firm native soils existing in the bank, and compacted by suitable compaction equipment to achieve at least 95 percent of the modified Proctor (ASTM D-1557) maximum dry density value. The "benched" and "keyed" filling and compaction operations should continue in lifts until the desired elevation(s) or grade is achieved. If hand- held compaction equipment is used, the lift thickness should be reduced to (3 inches. The material to be compacted should be conditioned to near optimum moisture content to obtain the required density. Wetting or drying of the material and additional working to secure uniform moisture content required for compaction should be performed. The lifts should be horizontally over -filled slightly beyond the desired geometry so that the unsupported portion along the canal side (that cannot be compacted with the roller) can be scrapped off during final grading of the slope, resulting in well compacted soils present within the finished canal banks. The final grading should be conducted in relatively short segments and immediately prior to constructing the rip rap section. This is necessary to minimize the amount of time that the finished unprotected slopes remain subject to sloughing, erosion, etc. Dewatering If the control of groundwater is required to achieve the necessary stripping, demucking, proof - rolling, and filling, compaction, and any other earthwork, site work, and/or foundation subgrade preparation operations required for the project, the actual method(s) of dewatering should be determined by the contractor. Dewatering should be performed to lower the groundwater level to depths that are adequately below excavations and compaction surfaces. Adequate groundwater level depths below excavations and compaction surfaces vary depending on soil type and construction method, and are usually 2 feet or more. Dewatering solely with sump pumps may not achieve the desired results. Typical Asphaltic Concrete Surface Pavement Section Site Preparation All areas to be paved should be prepared and demucked as previously outlined. Prior to stabilized subgrade and pavement base installation, the subgrade soil compaction should be verified for a depth of 12 inches (Le., compacted to at least 95 percent of the modified Proctor (ASTM D-1557, AASHTO T-180) maximum dry density value). Limerock/Coquina Base An 8 -inch thick limerock or coquina base course having a minimum Limerock Bearing Ratio (LBR) value of 100, overlying a 12 -inch thick stabilized subgrade can be used provided that grading and drainage plans preclude periodic saturation of the base material. The periodic saturation of a Proposed Centennial/Taylor Creek Park - 9 File No. 16-5429 limerock/coquina base material could lead to premature pavement distress. A minimum clearance of 18 inches must be maintained between the bottom of the limerock/coquina base and the seasonal high groundwater table. The limerock or coquina should be compacted to at least 98 percent of the modified Proctor (ASTM D-1557, AASHTO T-180) maximum density value. For bus and/or truck parking and drive areas, the base thickness should be increased to a minimum of 10 inches. A minimum 12 -inch thick stabilized subgrade having a minimum Limerock Bearing Ratio (LBR) value of 40 must be achieved beneath the base. The natural soils may have to be stabilized with suitable clayey soil or another approved stabilization material in order to achieve the required LBR value. The stabilized subgrade must be compacted to at least 98 percent of the modified Proctor maximum dry density (ASTM D-1557, AASHTO T-180). The stabilized subgrade must be firm and unyielding immediately prior to placement of the base material. Wearing Surface A minimum 1% inch layer of Type SP -9.5 or SP -12.5 asphaltic concrete should be used for a wearing surface in automobile parking/drive areas. For bus and/or truck parking/drive areas, at least 2% inches of Type SP -9.5 or SP -12.5 asphaltic concrete should be used. The asphalt wearing surface must be placed on an adequately compacted and unyielding base course. Specific requirements for the Type -SP asphaltic concrete wearing surface are outlined in Section 334 in the Florida Department of Transportation, Standard Specifications for Road and Bridge Construction, 2010 Edition. The latest specifications of Florida Department of Transportation shall govern the design and placement of the base and asphaltic concrete wearing surface. The above minimum requirements will satisfactorily support Traffic Level A*. If a heavier traffic pattern is anticipated, the design section should be increased accordingly. QUALITY ASSURANCE We recommend establishing a comprehensive quality assurance program to verify that all site preparation, demucking and foundation and pavement construction is conducted in accordance with the appropriate plans and specifications. Materials testing and inspection services should be provided by Ardaman & Associates, Inc. As a minimum, an on-site engineering technician should monitor all stripping, grubbing and demucking to verify that all deleterious materials have been removed and should observe the proof -rolling operation to verify that the appropriate numbers of passes are applied to the subgrade. In-situ density tests should be conducted during filling activities and below all footings, floor slabs and pavement areas to verify that the required densities have been achieved. In-situ density values should be compared to laboratory Proctor moisture -density results for each of the different natural and fill soils encountered. Additionally for the pavements, Limerock Bearing Ratio tests should be performed. The stabilized subgrade and base courses should be tested for density and thickness. Samples of the asphaltic concrete should be obtained and tested in the laboratory for asphalt content and aggregate gradation. Also, the asphaltic concrete thickness should be verified in the field. Finally, we recommend inspecting and testing the construction materials for the foundations and * Reference: "Flexible Pavement Design Manual", Florida Department of Transportation. (2015) Proposed Centennial/Taylor Creek Park - 10 - File No. 16-5429 other structural components. IN-PLACE DENSITY TESTING FREQUENCY In Southeast Florida, earthwork testing is typically performed on an on-call basis when the contractor has completed a portion of the work. The test result from a specific location is only representative of a larger area if the contractor has used consistent means and methods and the soils are practically uniform throughout. The frequency of testing can be increased and full-time construction inspection can be provided to account for variations. We recommend that the following minimum testing frequencies be utilized. In proposed parking/drive areas, a minimum frequency of one in-place density test for each 2,500 square feet of area should be used (minimum of five test locations). The existing, natural ground should be tested to a depth of 12 inches at the prescribed frequency. Each 12 -inch lift of fill, as well as the stabilized subgrade (where applicable) and base should be tested at this frequency. Utility backfill should be tested at a minimum frequency of one in-place density test for each 12 - inch lift for each 200 lineal feet of pipe. Additional tests should be performed in backfill for manholes, inlets, etc. In proposed structural areas, the minimum frequency of in-place density testing should be one test for each 2,500 square feet of structural area (minimum of four test locations per building). In-place density testing should be performed at this minimum frequency for a depth of 1 foot below natural ground and for every 1 -foot lift of fill placed in the structural areas. In addition, density tests should be performed in each column footing for a depth of 1 foot below the bearing surface. For continuous or wall footings, density tests should be performed at a minimum frequency of one test for every 50 lineal feet of footing, and for a depth of 1 foot below the bearing surface. Representative samples of the various natural ground and fill soils, as well as stabilized subgrade (where applicable) and base materials should be obtained and transported to our laboratory for Proctor compaction tests. These tests will determine the maximum dry density and optimum moisture content for the materials tested and will be used in conjunction with the results of the in- place density tests to determine the degree of compaction achieved. CLOSURE The analyses and recommendations submitted herein are based on the data obtained from the soil borings presented on Figures 2 through 4, and on the assumed loading conditions. This report does not reflect any variations which may occur adjacent to or between the borings. The nature and extent of the variations between the borings may not become evident until during construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations presented in this report after performing on-site observations during the construction period and noting the characteristics of the variations. This study does not include an evaluation of the environmental (ecological or hazardous/toxic material related) condition of the site and subsurface. This report has been prepared for the exclusive use of Culpepper & Terpening, Inc. and their client in accordance with generally accepted geotechnical engineering practices. In the event any changes occur in the design, nature, or location of the proposed facility, we should review the applicability of conclusions and recommendations in this report. We recommend a general review of final design and specifications by our office to verify that earthwork and foundation Proposed Centennial/Taylor Creek Park - 11 - File No. 16-5429 recommendations are properly interpreted and implemented in the design specifications. Ardaman & Associates should attend the pre-bid and preconstruction meetings to verify that the bidders/contractor understand the recommendations contained in this report. We are pleased to be of assistance to you on this phase of the project. When we may be of further service to you or should you have any questions, please contact us Best regards, ARDAMAN AS5OCIlr\M-3, Certificate off Authorization No. 5950 ly14, ote pP;-- iacF 63977 91 („„)C� n rgrFOF ic"n`•'"lp 41//;,4'.4L � .RIDA-.• �` f 4L EtiG%,0 �lllltll, Dan J. ZrHack, P.E. anager Florida License No. 63911 Dan J. Zrallac k, P.E. Digitally signed by: Dan J. Zrallack, P.E. DN: CN = Dan J. Zrallack, P.E. C = US OU = Ardaman & Associates, Inc. Date: 2016.06.02 15:39:16 -05'00' ,its' Jason P. Manning, P.E. Senior Project Engineer Florida License No. 53265 APPROXIMATE SITE LOCATION NOT TO SCALE LJ L A KW O K E E i C !1 ++ !+ 6 SECTIONS 22 TOWNSHIP 37 SOUTH RANGE 35 EAST OBTAINED FROM U.S.G.S. QUAD MAPS: OKEECHOBEE, FLORIDA 1953 QUADRANGLE LOCATION SITE LOCATION MAP IllEir‘ Ardaman Sc Associates, Inc. Geotechnical, Environmental and Materials Consultants Subsurface Soil Exploration Proposed Centennial/Taylor Creek Park SE 7th Street and SE 6th Avenue Okeechobee, Florida DRAWN er: DD I CHECKED HT: I DA1 4/29/16 FILE HO. APPROVED BY: 16-5429 FIGURE: NOT TO SCALE LEGEND B STANDARD PENETRATION TEST (SPT) BORING LOCATION m AB AUGER BORING LOCATION BORING LOCATION PLAN 1111111r11. Ardaman dc Associates, Inc. Geotechnical, Environmental and Materials Consultants Subsurface Soil Exploration Proposed Centennial/Taylor Creek Park SE 7th Street and SE 6th Avenue Okeechobee, Florida DRAWN BY: FRE NO. DD J CHECKED BO APPROVED BY 16-5429 DACE: 4/29/18 FIGURE 2 0 0 a u UtO 41, O 0 V) 0 a 0 0 03 N N col co O 0 N O E a 0 0 E' m LEGEND SOIL DESCRIPTIONS COLORS O FINE SAND (SP) El 0 SILTY FINE SAND (SM) 4.4 0 ORGANIC SILTY FINE SAND (ML) OA LIGHT BROWN TO BROWN UB GRAYISH BROWN 0 GRAY OD DARK BROWN B STANDARD PENETRATION TEST (SPT) BORING OR AUGER BORING N STANDARD PENETRATION RESTISTANCE IN BLOWS PER FOOT NM NATURAL MOISTURE CONTENT IN PERCENT (ASTM D-2216) -200 PERCENT PASSING NO. 200 SIEVE SIZE (PERCENT FINES)(ASTM D-1140) OC ORGANIC CONTENT IN PERCENT (ASTM D-2974) GROUNDWATER LEVEL MEASURED ON DATE DRILLED SP,SP-SM SM,SC,CH UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) ENGINEERING CLASSIFICATION I COHESIONLESS SOILS BLOW COUNT "N" DESCRIPTION VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE <4 4T010 10 TO 30 30 TO 50 >50 BORING: DATE DRILLED: F - w w w NOTE: ALL SPT BORINGS WERE PERFORMED USING A HAND AUGER IN THE UPPER 5 FEET AND AN AUTOMATIC HAMMER BELOW 5 FEET TO THE BORING TERMINATION DEPTH. AUTOMATIC HAMMER N -VALUES MAY BE CONVERTED TO EQUIVALENT SAFETY HAMMER N -VALUES BY MULTIPLYING BY 1.24. WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC OF THE SUBSURFACE MATERIALS OF THE REGION ARE ANTICIPATED AND MAY BE ENCOUNTERED. THE BORING LOGS AND RELATED INFORMATION ARE BASED ON THE DRILLER'S LOGS AND VISUAL EXAMINATION OF SELECTED SAMPLES IN THE LABORATORY. THE DELINEATION BETWEEN SOIL TYPES SHOWN ON THE LOGS IS APPROXIMATE AND THE DESCRIPTION REPRESENTS OUR INTERPRETATION OF SUBSURFACE CONDITIONS AT THE DESIGNATED BORING LOCATIONS ON THE PARTICULAR DATE DRILLED. GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER SURFACES ENCOUNTERED ON THE DATES SHOWN. FLUCTUATIONS IN WATER TABLE LEVELS SHOULD BE ANTICIPATED THROUGHOUT THE YEAR. 0 w 0 5 10 15 20 25 HAND AUGER HAND AUGER OC: 4 NM: 14 7_ 10 16 21 _ 7 12 13_ 7_ 8 HAND AUGER B-4 4/20/16 N 4 4 12 16 17 22 0 5 10 15 20 25 SOIL BORING PROFILES Ardaman & Associates, Inc. Geotechnical. Environmental and Materials Consultants Subsurface Soil Exploration Proposed Centennial/Taylor Creek Park SE 7th Street and SE 6th Avenue Okeechobee, Florida DRAWN BY: DD CHECKED BY: I DATE: 4/29/16 FILE NO. 16-5429 APPROVED BY: FIGURE: 3 0 M 4 to N 10 N aj 6 a m m 0 0 N co �L7 N N r` d n. E i 0 a i 0 a 0 Y 0 0 N 0 N 0 LEGEND SOIL DESCRIPTIONS O FINE SAND (SP) 0 SILTY FINE SAND (SM) 0 ORGANIC SILTY FINE SAND (ML) COLORS 0 LIGHT BROWN TO BROWN UB GRAYISH BROWN O GRAY DARK BROWN B STANDARD PENETRATION TEST (SPT) BORING OR AUGER BORING N STANDARD PENETRATION RESTISTANCE IN BLOWS PER FOOT NM NATURAL MOISTURE CONTENT IN PERCENT (ASTM D-2216) -200 PERCENT PASSING NO. 200 SIEVE SIZE (PERCENT FINES)(ASTM D-1140) OC ORGANIC CONTENT IN PERCENT (ASTM D-2974) GROUNDWATER LEVEL MEASURED ON DATE DRILLED SP,SP-SM UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) SM,SC,CH ENGINEERING CLASSIFICATION I COHESIONLESS SOILS DESCRIPTION BLOW COUNT "N" VERY LOOSE <4 LOOSE 4 TO 10 MEDIUM DENSE 10 TO 30 DENSE 30 TO 50 VERY DENSE >50 BORING: DATE DRILLED: w 0 w w BORING: DATE DRILLED: NOTE: ALL SPT BORINGS WERE PERFORMED USING A HAND AUGER IN THE UPPER 5 FEET AND AN AUTOMATIC HAMMER BELOW 5 FEET TO THE BORING TERMINATION DEPTH. AUTOMATIC HAMMER N -VALUES MAY BE CONVERTED TO EQUIVALENT SAFETY HAMMER N -VALUES BY MULTIPLYING BY 1.24. WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR RESPECTIVE LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES, LOCAL VARIATIONS CHARACTERISTIC OF THE SUBSURFACE MATERIALS OF THE REGION ARE ANTICIPATED AND MAY BE ENCOUNTERED. THE BORING LOGS AND RELATED INFORMATION ARE BASED ON THE DRILLER'S LOGS AND VISUAL EXAMINATION OF SELECTED SAMPLES IN THE LABORATORY. THE DELINEATION BETWEEN SOIL TYPES SHOWN ON THE LOGS IS APPROXIMATE AND THE DESCRIPTION REPRESENTS OUR INTERPRETATION OF SUBSURFACE CONDITIONS AT THE DESIGNATED BORING LOCATIONS ON THE PARTICULAR DATE DRILLED. GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS REPRE SURFACES ENCOUNTERED ON THE DATES SHOWN SHOULD BE ANTICIPATED THROUGH THE YEAR NT GROUNDWATER LUCTUATIONS IN WATER TABLE LEVELS w 0 w LL BORING: DATE DRILLED: - 0 w w LV F- 0 c 5 AB -1 4/27/16 WITH TRACE SHELL AB -7 4/27/16 OC: 8 NM: 12 _SZ AB -2 4/27/16 AB -5 4/27/16 AB -8 4/27/16 AB -3 4/27/16 AB -6 4/27/16 0 — 5 0 WITH TRACE ROOTS i B WITH SOME GRAVEL 0 — 5 SOIL BORING PROFILES Ardaman & Associates, Inc. Geotechnical, Environmental and Materials Consultants Subsurface Soil Exploration Proposed Centennial/Taylor Creek Park SE 7th Street and SE 6th Avenue Okeechobee, Florida DRAWN BY: DD I CHECKED BY: DATE: 4/29/16 FILE NO. 16-5429 APPROVED BY: FIGURE: 4 STANDARD PENETRATION TEST The standard penetration test is a widely accepted test method of in situ testing of foundation soils (ASTM D 1586). A 2 -foot long, 2 -inch O.D. split -barrel sampler attached to the end of a string of drilling rods is driven 18 inches into the ground by successive blows of a 140 -pound hammer freely dropping 30 inches. The number of blows needed for each 6 inches of penetration is recorded. The sum of the blows required for penetration of the second and third 6 -inch increments of penetration constitutes the test result or N -value. After the test, the sampler is extracted from the ground and opened to allow visual examination and classification of the retained soil sample. The N -value has been empirically correlated with various soil properties allowing a conservative estimate of the behavior of soils under load. The tests are usually performed at 5 -foot intervals. However, more frequent or continuous testing is done by our firm through depths where a more accurate definition of the soils is required. The test holes are advanced to the test elevations by rotary drilling with a cutting bit, using circulating fluid to remove the cuttings and hold the fine grains in suspension. The circulating fluid, which is a bentonitic drilling mud, is also used to keep the hole open below the water table by maintaining an excess hydrostatic pressure inside the hole. In some soil deposits, particularly highly pervious ones, NX -size flush -coupled casing must be driven to just above the testing depth to keep the hole open and/or prevent the loss of circulating fluid. Representative split -spoon samples from the soils at every 5 feet of drilled depth and from every different stratum are brought to our laboratory in air -tight jars for further evaluation and testing, if necessary. Samples not used in testing are stored for 30 days prior to being discarded. After completion of a test boring, the hole is kept open until a steady state groundwater level is recorded. The hole is then sealed, if necessary, and backfilled. HAND AUGER BORING Hand auger borings are used, if soil conditions are favorable, when the soil strata are to be determined within a shallow (approximately 5 foot) depth, or when access is not available for our truck -mounted drilling equipment. A 3 -inch diameter hand bucket auger with a cutting head is simultaneously turned and pressed into the ground. The bucket auger is retrieved at approximately 6 -inch increments and its content emptied for inspection. Sometimes post -hole diggers are used, especially in the upper 3 feet or so. The soil samples obtained are described and representative samples put in jars or bags and transported to the laboratory for further classification and testing, if necessary. Patty Burnette From: David Allen Sent: Monday, March 13, 2017 11:21 AM To: jkorswold@dfifl_com; penrodconstruction@gmail.com; randy.burden@ecosenseint.com; dnunez@sdbteam.com; abneybuild@gmail.com; randy.burden@ecosenseint.com; ronald.baldoza@constructconnect.com Cc: 'Stef Matthes'; Jessie Weigum; Patty Burnette Subject: Addendum No. 4 for PW 01-00-02-17 Attachments: Addendum 4 PW 01-00-02-17 Centennial Park Stoprm Wate- Improvements.pdf The bid opening date has been extended per the attached. David Allen Public Works Director City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, FL 34974 863-763-3372 ext 225 863-763-1686 fax cityofokeechobee.com PUBLIC RECORDS NOTICE: All e-mail sent to and received from the City of Okeechobee, Florida, including e-mail addresses and content, are subject to the provisions of the Florida Public Records Law, Florida Statute Chapter 119, and may be subject to disclosure. 1 ADDENDUM NO. 4 CENTENNIAL PARK STORM WATER IMPROVEMENTS City of Okeechobee project PW 01-00-02-17 Issue Date March 13, 2017 Questions The following questions were received. The official response follows the question in bolded print. 1. Question: Will bid due date be extended? RFI's came quick, still need answers, and less then a week to submit bid. Response: The bid opening time is extended by two weeks to 2:00 p.m., Wednesday March 29, 2017. The bid opening location will be as before, 55 SE 3rd Avenue, Okeechobee FL, 34974, in the City Council Chambers. Page 1 of 1 Bid # PW 01-00-02-17 Addendum #4 Patty Burnette From: David Allen Sent: Monday, March 13, 2017 3:46 PM To: jkorswold@dfifl.com; penrodconstruction@gmail.com; randy.burden@ecosenseint.com; dnunez@sdbteam.com; abneybuild@gmail.com; randy.burden@ecosenseint.com; ronald.baldoza@constructconnect.com Cc: 'Stef Matthes'; Jessie Weigum; Patty Burnette Subject: Addendum No. 5 for PW 01-00-02-17 Attachments: Addendum 5 PW 01-00-02-17 Centennial Park Stoprm Water Improvements.pdf The bid documents for the project have been amended per the attached. David Allen Public Works Director City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, FL 34974 863-763-3372 ext 225 863-763-1686 fax cityofokeechobee.com PUBLIC RECORDS NOTICE: All e-mail sent to and received from the City of Okeechobee, Florida, including e-mail addresses and content, are subject to the provisions of the Florida Public Records Law, Florida Statute Chapter 119, and may be subject to disclosure. 1 ADDENDUM NO. 5 CENTENNIAL PARK STORM WATER IMPROVEMENTS City of Okeechobee project PW 01-00-02-17 Issue Date March 13, 2017 Questions The following questions were received. The official response follows the question in bolded print. 1. Question: Will a new bid form be issued? The answer to Addendum 2 Question 3 changes the compacted subgrade to a stabilized subgrade. Response: The bid form has been adjusted to reflect the Stabilized Subgrade. 2. Question: The FDOT does not include 18" baserock in their Index 514 as an Optional Base Group. Response: The bid item has been changed to remove the reference to the optional base group. The base shall be 18" thick and constructed to FDOT specifications 160 Stabilized Subgrade (12" Thick): The bid price for this item shall include, but not be limited to, the requirements of Section 160 Stabilizing of the FDOT Specifications. Stabilize and compact designated portions of the parking lot and drive isles to provide a firm and unyielding subgrade, having the required density value specified in the plans. The bid price for this item includes the full depth compaction required as specified in the plans for the parking are and drive isles. Perform work in accordance with an approved Quality Control Plan meeting the requirements of Section 105. Price and payment will constitute full compensation for all work and materials specified in FDOT Specifications, Section 160, including furnishing, spreading and mixing of all material required and any reprocessing of compacted areas necessary to attain the specified compaction value. Work shall also include mixing of the existing soils to insure a uniform foundation for the parking and drive isles. The basis of payment for Stabilized Subgrade (12" Thick) shall be paid per SQUARE YARD. 285-715 Base (LBR 100) (18" Thick): The bid price for this item shall include, but not be limited to, furnishing and installation of the Base in accordance with the requirements of Section 285 Optional Base Course of the FDOT Specifications as shown in the design plans. Price and payment will be full compensation for all work specified in FDOT Specifications, Section 285, including tack coat between base layers and prime coat as required. The basis of payment for Base (LBR 100) (18" Thick) shall be paid per SQUARE YARD. Bid # PW 01-00-02-17 Addendum #5 Page 1 of 3 1 SECTION 00300 BID FORM City Council City of Okeechobee, Florida 55 SE 3rd Avenue Okeechobee, FL 34974 (BIDDER'S COMPANY NAME) I have received the documents titled Taylor Creek Centennial Park Project No. . I have also received addendum number _ through and have included their provisions in my bid. I have examined both the bid documents and the construction site and submit the following bid in which I agree: 1. To hold my bid open until an agreement has been executed between City of Okeechobee and accepted Bidder, including receipt of the Public Construction and Maintenance Bonds, or until 90 days after bids are opened, whichever is longer. 2. Regarding the Disposition of Bid Security: to accept the provisions of the Instructions to the Bidders. 3. To enter into and execute a Contract on the basis of this bid and to furnish a 100% Public Construction Bond in accordance with the Instructions to Bidders to guarantee my workmanship and materials to be free from construction defects for a period of not less than one (1) year, if this bid is accepted. 4. To accomplish the work included in, and in accordance with the Contract Documents, if this bid is accepted. 5. To start work within ten (10) calendar days from the date of the Notice to Proceed and thereafter to complete the work within 90 calendar days, unless the time is modified by provisions of the contract, if this bid is accepted. 6. Regarding Compensation for the proposed work: if this bid is accepted, I will construct this project on a unit price basis as reflected in the Bid Unit Price Schedule on pages 300-2 and 300-7 of this bid. 7. Regarding the Award of the Contract: if I am awarded a contract for this project, I understand that the award may be for all or any portion thereof of the items listed under the Bid Unit Price Schedule. Bid # PW 01-00-02-17 Addendum #5 Page 2 of 31 BID UNIT PRICE SCHEDULE TAYLOR CREEK CENTENNIAL PARK ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 101-1A MOBILIZATION / DEMOBILIZATION LS 1 $ $ 101-1B PRE -CONSTRUCTION VIDEO LS 1 $ $ 102-1 MAINTENANCE OF TRAFFIC LS 1 $ $ 104 2A PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION LS 1 $ $ 104-10-3 SEDIMENT BARRIER LF 685 $ $ 104-11 FLOATING TURBIDITY BARRIER LF 620 $ $ 104-15 SOIL TRACKING DEVICE EA 1 $ $ 104-18 INLET PROTECTION SYSTEM EA 7 $ $ 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS LS 1 $ $ 110-1-1 CLEARING & GRUBBING ACRES 2.5 $ $ 110-4 MAINTENANCE OF EXISTING DRAINAGE LS 1 $ $ 120-1A REGULAR EXCAVATION & EMBANKMENT LS 1 $ $ 120-4 SUBSOIL EXCAVATION CY 600 $ $ 120-6A EMBANKMENT - SAND BEACH SY 200 $ $ 160 STABILIZED SUBGRADE (12" THICK) SY 1243 $ $ 285-715 BASE (LBR 100) (18" THICK) SY 1198 $ $ 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT, 1" AVERAGE DEPTH SY 333 $ $ 334-1-13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (SP -9.5) TON 118 $ $ 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' EA 3 $ $ 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' EA 2 $ $ 425-1-901 INLET, SPECIAL, BAFFLE BOX EA 1 $ $ 425-10 YARD INLET EA 5 $ $ 425-2-41 MANHOLE, P-7, < 10' EA 1 $ $ 425-2-71 MANHOLE, J-7, < 10' EA 2 $ $ 430-174-112A PIPE CULVERT, ADS, ROUND, 12" LF 330 $ $ Bid # PW 01-00-02-17 Page 3 of 31 Addendum #5 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 430-174-115A PIPE CULVERT, ADS, ROUND, 15" LF 36 $ $ 430-174-118A PIPE CULVERT, ADS, ROUND, 18" LF 48 $ $ 430-174-118 PIPE CULVERT, RCP, ROUND, 18" LF 36 $ $ 430-174-124 PIPE CULVERT, RCP, ROUND, 24" LF 105 $ $ 430-174-130 PIPE CULVERT, RCP, ROUND, 30" LF 162 $ $ 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" LF 50 $ $ 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" LF 56 $ $ 430-982-123 MITERED END SECTION, RCP, 15" EA 1 $ $ 430-982-125 MITERED END SECTION, RCP, 18" EA 2 $ $ 430-982-129 MITERED END SECTION, RCP, 24" EA 1 $ $ 430-982-625 MITERED END SECTION, RCP, 14" x 23" EA 1 $ $ 520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 94 $ $ 520-2-4 CONCRETE CURB, TYPE D LF 610 $ $ 522-1 CONCRETE SIDWALK, 4" THICK SY 656 $ $ 527-2 DETECTABLE MAT SF 36 $ $ 530-3 RIPRAP - BANK AND SHORE SY 640 $ $ 570-1-2 PERFORMANCE TURF (SOD) SY 7,200 $ $ 580-1-1 LANDSCAPE COMPLETE - SMALL PLANTS LS 1 $ $ 580-1-2 LANDSCAPE COMPLETE - LARGE PLANTS LS 1 $ $ 590-1 LANDSCAPE IRRIGATION SYSTEM LS 1 $ $ 700-1-11A SINGLE POST SIGN - F&I, HANDICAPPED EA 1 $ $ 700-1-11B SINGLE POST SIGN - F&I, STOP EA 2 $ $ 700-1-12 SINGLE POST SIGN - F&I, STOP/DO NOT ENTER EA 2 $ $ 711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID (6„) LF 400 $ $ 711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, (12„) LF 140 $ $ Bid # PW 01-00-02-17 Page 4 of 31 Addendum #5 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, (24") LF 52 $ 711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 2 $ $ 711-11-460 THERMOPLASTIC, STANDARD, BLUE, MESSAGE (HANDICAPPED SYMBOL) EA 1 $ $ 1000 MANATEE PROTECTION LS 1 $ $ 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY LF 150 $ $ 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC LF 165 $ $ 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT EA 3 $ $ 1060 15 UTILITY STRUCTURE, SANITARY MANHOLE, MODIFY, INSIDE DROP EA 1 $ $ 1080-11-101 UTILITY FIXTURE, 1" METER AS 1 $ $ 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1" CORP STOP EA 1 $ $ ESTIMATED BASE BID AMOUNT (Based on Bid Unit Prices & Estimated Quantities, a summation of Pages 00300-2 to 00300-4) $ $ Bid # PW 01-00-02-17 Addendum #5 Page 5 of 31 Contractor shall coordinate any type of traffic restrictions with the City of Okeechobee Public Work Department. The contractor shall notify City of Okeechobee Public Work Department of any road restrictions at least two (2) weeks prior to actual implementation. NOTE: This bid is on a unit price basis. The total estimated amount is for bid comparison purposes only. The contractor should field verify the actual site conditions prior to time of bidding and before submitting the bid proposal. The contractor should read the special conditions and the requirements for insurance before submitting a bid proposal. The contractor should verify the quantities to be included in the construction contract. The contractor shall furnish The City of Okeechobee with a Public Construction Bond in 100% of the total estimated amount of the contract. The Public Construction Bond shall continue in effect for one (1) year after completion and acceptance of the work as guarantee against construction defects. The contractor in his bid shall include the cost of said bond. Density testing shall be at the expense of the City of Okeechobee, except for failing tests, which shall be charged to the contractor. I have attached the required 5% Bid Security to this Bid. Date Bidder By By Title Mailing Address Office Number Fax Number Bid # PW 01-00-02-17 Addendum #5 Page 6 of 31 GOVERNING SPECIFICATIONS: The governing specifications for this project are the latest State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction (Dated 2016) and the latest version of the FDOT Roadway and Traffic Design Standards (Dated 2016). The following information provided in this Section 00300 is in addition to the specifications previously referenced and shall be considered the governing condition in the case of conflicting information between specifications, plans, and contract documents, unless otherwise determined by the Engineer. BASE BID ITEMS: 101-1A Mobilization / Demobilization: The bid price for this item shall include, but not be limited to the requirements of Section 101 Mobilization of the Standard Specifications, as well as all operations and preparations necessary to begin and end the work on the project. This shall also include those operations necessary for the movement of personnel, equipment, material and incidentals to the site, establishment of safety equipment, first aid supplies, and sanitary facilities, as required by the Contract Documents. The cost of required bonds and any insurance(s) shall be included in this item. The cost for the Contractor to obtain the services of an Engineer to develop the Stormwater Pollution and Prevention Plan (SWPPP) in order to apply for the National Pollution Discharge Elimination System (NPDES) permit shall also be included in this line item. At the pre -construction meeting, the CONTRACTOR shall submit a tentative work schedule as well as a list of subcontractors and emergency contact people and phone numbers. The basis of payment for Mobilization / Demobilization shall be paid as LUMP SUM. 101-1B Pre -Construction Video: The work specified in this section consists of the preparation of a video log of the project site in the pre -work condition. The purpose of the video is to document the condition of the project area and surrounding property and physical improvements that may be impacted by the construction of the project. The basis of payment for Pre -Construction Video shall be paid per LUMP SUM. Bid # PW 01-00-02-17 Addendum #5 Page 7of31 102-1 Maintenance of Traffic: The bid price for this item shall include, but not be limited to, the requirements of Section 102 Maintenance of Traffic of the Standard Specifications. The maintenance of traffic for this project shall be in accordance with the applicable FDOT index numbers (600 Series) and these documents: The Manual on Uniform Traffic Control Devices for Streets and Highways, U.S. Department of Transportation, and FHWA. These documents shall be followed in the design, application, installation, maintenance and removal of the Maintenance of Traffic. It shall include, but not be limited to all traffic control devices, warning devices, barriers, temporary reflective markers, temporary pavement markings, dust control and all items necessary to protect the public and workmen from hazards within the project limits. At the Pre -Construction Meeting the CONTRACTOR shall submit a detailed plan of how the existing traffic will be maintained through the work site during the construction period along with the traffic control to be utilized for approval by the ENGINEER. The following items shall apply: • The CONTRACTOR shall coordinate any type of traffic restrictions with the Florida Department of Transportation and City of Okeechobee Public Works Department. • The CONTRACTOR shall maintain at least one lane of travel open at all times. Both lanes of travel shall be open to travel at the end of each work day. • The CONTRACTOR shall notify the Florida Department of Transportation and City of Okeechobee Public Works Department of any road restrictions at least two (2) weeks prior to actual implementation. • The CONTRACTOR shall provide access to driveways at all times. The basis of payment for Maintenance of Traffic shall be paid as LUMP SUM. 104-2A Prevention, Control & Abatement of Erosion and Water Pollution: The CONTRACTOR shall be required to provide Turbidity and Pollution Control Devices in accordance with all State, Local, and Federal Standards, Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and applicable FDOT Roadway and Traffic Design Standards for this project. The methods shall include but are not limited to the following options: hay bales, silt fences and/or turbidity barriers. The existing drainage of the site must be maintained at all times. The Contractor shall also be responsible for any and all cost associated with the permit, and implementation of a National Pollution Discharge Elimination System (NPDES) Stormwater Bid 14 PW 01-00-02-17 Addendum 145 Page 8 of 31 104-10-3 Pollution Prevention Plan (SWPPP). The cost associated with the development of the SWPPP is to be included in Bid Item 101-1A, Mobilization/Demobilization. The CONTRACTOR shall maintain all earthwork construction throughout the life of the contract, and shall take all reasonable precautions to prevent loss of material from the construction site due to the action of wind or water. The CONTRACTOR shall repair at their expense, except otherwise provided herein, any slides, washouts, settlements, subsidence, or other mishap, which may occur prior to final acceptance of the work. Maintenance and protection of earthwork construction shall be in accordance with Section 104 of the Standard specifications. The CONTRACTOR shall submit a sketch or detailed written description of the proposed turbidity and pollution control to be used and how the existing drainage will be maintained at the Pre -Construction meeting, for approval by the Engineer. The basis of payment for Prevention, Control & Abatement of Erosion and Water Pollution shall be paid as LUMP SUM. Sediment Barrier: The CONTRACTOR shall be required to provide Sediment Barrier for the upland project perimeter in accordance with Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and Sheets 2 and 11 of the Construction Plans for this project. The unit cost shall include, but is not limited to, the required manpower, equipment, materials, maintenance, and any other items necessary to place the Sediment Barrier as indicated on the plans. Also included in this item is any maintenance or replacement of the Sediment Barrier for the duration of the project. The CONTRACTOR will be responsible for the periodic replacement of the Sediment Barrier as necessary to meet NPDES discharge requirements at no additional costs to the CITY. All costs for removal of the Sediment Barrier shall also be included in the bid item. The CONTRACTOR shall submit a sketch or detailed written description of the proposed turbidity and pollution control to be used at the Pre - Construction meeting for approval by the ENGINEER. The basis of payment for Sediment Barrier shall be paid per LINEAR FOOT. 104-11 Floating Turbidity Barrier: The CONTRACTOR shall be required to provide Floating Turbidity Barrier for the water portion of the project perimeter in accordance with Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and Sheets 2 and 11 of the Construction Plans for this project. The unit cost shall include, but is not limited to, the required manpower, equipment, materials, maintenance, and any other items necessary to place the Floating Turbidity Barrier as indicated on the plans. Also included in this item is any Bid # PW 01-00-02-17 Addendum #5 Page 9 of 31 maintenance or replacement of the Floating Turbidity Barrier for the duration of the project. The CONTRACTOR will be responsible for the periodic replacement of the Floating Turbidity Barrier as necessary to meet NPDES discharge requirements at no additional costs to the CITY. All costs for removal of the Floating Turbidity Barrier shall also be included in the bid item. The CONTRACTOR shall submit a sketch or detailed written description of the proposed turbidity and pollution control to be used at the Pre -Construction meeting for approval by the ENGINEER. The basis of payment for Floating Turbidity Barrier shall be paid per LINEAR FOOT. 104-15 Soil Tracking Device: The CONTRACTOR shall be required to provide a Soil Tracking Device at the entrance to the project perimeter in accordance with Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and Sheets 2 and 11 of the Construction Pians for this project. The unit cost shall include, but is not limited to, the required manpower, equipment, materials, maintenance, and any other items necessary to place the Soil Tracking Device as indicated on the plans. Also included in this item is any maintenance or replacement of the Soil Tracking Device for the duration of the project. The CONTRACTOR will be responsible for the periodic replacement of the Soil Tracking Device as necessary to meet NPDES discharge requirements at no additional costs to the CITY. All costs for removal of the Soil Tracking Device shall also be included in the bid item. The basis of payment for Soil Tracking Device shall be paid per EACH. 104-18 Inlet Protection System: The CONTRACTOR shall be required to provide Inlet Protection System for each drainage inlet within the project limits in accordance with Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and Index 103 of the FDOT Roadway and Traffic Design Standards for this project. The unit cost shall include, but is not limited to, the required manpower, equipment, materials, maintenance, and any other items necessary to place the Inlet Protection System as indicated on the plans. Also included in this item is any maintenance or replacement of the Inlet Protection System for the duration of the project. The CONTRACTOR will be responsible for the periodic replacement of the Inlet Protection System as necessary to meet NPDES discharge requirements at no additional costs to the CITY. All costs for removal of the Inlet Protection System shall also be included in the bid item. The CONTRACTOR shall submit a sketch or detailed written description of the proposed turbidity and pollution control to be used at the Pre -Construction meeting for approval by the ENGINEER. The basis of payment for Inlet Protection System shall be paid per EACH. Bid # PW 01-00-02-17 Addendum 445 Page 10 of 3 I 108-1A Construction Layout/Record Drawings: The bid price for this item shall include, but not be limited to the requirements of Section 100 of the Standard Specifications, as well as all necessary survey work to CONTRACTOR needs to complete the work and prepare three (3) blue -line 24" by 36" sets of Record Drawings and one (1) electronic copy of the completed project showing all variations from the bid pans. Elevations on the edge of pavement need to be provided at 50 -foot increments. Additionally, one (1) Mylar copy needs to be provided. This document shall be signed and sealed by a Professional Land Surveyor (PLS) registered to practice in the State of Florida and then submitted to the ENGINEER for approval. The Contractor shall accurately record the location and elevations during construction. GPS coordinates acceptable to the Florida Department of Transportation need to be provided for all signage. Also, sufficient control in order to accurately keep track of the Contractor's progress needs to be available at all times. The basis of payment for Construction Layout/Record Drawings shall be paid as LUMP SUM. 110-1-1 Clearing & Grubbing: The bid price for this item shall include, but not be limited to, the requirements of Section 110 Clearing and Grubbing of the Standard Specifications, specifically Section 110-2 through 110-6 Standard Clearing and Grubbing. The bid price shall include, but not be limited to removal of all items that would interfere with the completion of the work including but not limited to roots, stumps, debris, existing drainage structure and pipe, pavement, curbing, and sidewalks. Price shall include the removal and disposal of all removed items including hauling, furnishing equipment, equipment operation, furnishing any areas required for disposal of debris, leveling of terrain, and the landscaping work of trimming, except for any areas designated to be paid for separately or to be specifically included in the costs of other work under the Contract. The basis of payment for Clearing & Grubbing shall be paid per Acre. 110-4 Maintenance of Existing Drainage: The bid price for this item shall include, but not be limited to the requirements of Section 104 Prevention, Control, and Abatement of Erosion and Water Pollution of the Standard Specifications, as well as any provisions required by State, Local, and Federal Agencies. The CONTRACTOR is responsible for maintaining and controlling canal flow and all other drainage flows at all times during construction. This may be established by incorporating the use of the existing canal until the end of the project, using a temporary bypass culvert, float controlled pumps, sheet pile Bid # PW 01-00-02-17 Addendum #5 Page 11 of 31 or earth cofferdams as supplied by the Contractor or any other means approved by the Owner. The Contractor shall be responsible for the design and construction of a bypass system. All costs for removal of the above item(s) / component(s) shall also be included in this bid item. The basis of payment for Maintenance of Existing Drainage shall be paid per LUMP SUM. 120-1A Regular Excavation & Embankment: The bid price for this item shall include, but not limited to, the requirements of Sections 120 Excavation and Embankment and 125 Excavation for Structures of the Standard Specifications and Index 505 of the FDOT Standard Indices. The unit cost shall include, but not be limited to the required manpower, equipment, materials, and any other items necessary to place the embankment fill, balancing out the site, as indicated on the plans. At the completion of the embankment construction, the area shall be graded so that the post -construction drainage meets the design intent. Cost of excavation, backfilling, and disposal of surplus / deleterious material for each structure shall be paid for in the cost of the applicable structures. Backfill Material used should consist of clean sands or fragmented lime rock, free of organics and other deleterious materials, and containing not more than twelve (12) percent passing the No. 200 sieve. Any excess unsuitable material shall be removed from the site and disposed of by the CONTRACTOR at his expense. The ENGINEER shall make the determination of soil suitability upon request by the CONTRACTOR. Any fill placed by CONTRACTOR not acceptable to the ENGINEER shall be removed and replaced with suitable material at the CONTRACTOR'S expense. The basis of payment for Regular Excavation & Embankment shall be paid as LUMP SUM. 120-4 Subsoil Excavation: The bid price for this item shall include, but not limited to, the requirements of Sections 120- 2.3 Subsoil Excavation Index 505 of the FDOT Standard Indices. The unit cost shall include, but not be limited to the required manpower, equipment, materials, and any other items necessary to remove the unsuitable soils for under the proposed restroom facility and pavilion facility as shown on the Construction Plans and attached Geotechnical Report prepared by Ardaman and Associates. Work shall also include the replacement of the required embankment fill to provide for the building pad support as shown on the Construction Plans. Cost of excavation, backfilling, and disposal of surplus / deleterious material for each structure shall be paid for in the cost of the applicable structures. Backfill Material used should consist of clean sands or fragmented lime rock, free of organics and other deleterious materials, and containing not more than twelve Bid # PW 01-00-02-17 Addendum #5 Page 12 of 31 (12) percent passing the No. 200 sieve. Any excess unsuitable material shall be removed from the site and disposed of by the CONTRACTOR at his expense. The ENGINEER shall make the determination of soil suitability upon request by the CONTRACTOR. Any fill placed by CONTRACTOR not acceptable to the ENGINEER shall be removed and replaced with suitable material at the CONTRACTOR'S expense. The basis of payment for Subsoil Excavation shall be paid per CUBIC YARD removed. 120-6A Embankment Sand Beach: The bid price for this item shall include, but not limited to, the requirements of Sections 120 Excavation and Embankment and Index 505 of the FDOT Standard Indices. The unit cost shall include, but not be limited to the required manpower, equipment, materials, and any other items necessary to place a 12" thick layer of clean sand embankment fill, as indicated on the plans. At the completion of the embankment construction, the area shall be graded so that the post -construction drainage meets the design intent. Cost of excavation, backfilling, and disposal of surplus / deleterious material for each structure shall be paid for in the cost of the applicable structures. Backfill Material used should consist of clean sands free of organics and other deleterious materials, and containing not more than twelve (12) percent passing the No. 200 sieve. Any excess unsuitable material shall be removed from the site and disposed of by the CONTRACTOR at his expense. The ENGINEER shall make the determination of soil suitability upon request by the CONTRACTOR. Any clean sand fill placed by CONTRACTOR not acceptable to the ENGINEER shall be removed and replaced with suitable material at the CONTRACTOR'S expense. The basis of payment for Embankment Sand Beach shall be paid as SQUARE YARD. 160 Stabilized Subgrade (12" Thick): The bid price for this item shall include, but not be limited to, the requirements of Section 160 Stabilizing of the FDOT Specifications. Stabilize and compact designated portions of the parking lot and drive isles to provide a firm and unyielding subgrade, having the required density value specified in the plans. The bid price for this item includes the full depth compaction required as specified in the plans for the parking are and drive isles. Perform work in accordance with an approved Quality Control Plan meeting the requirements of Section 105. Price and payment will constitute full compensation for all work and materials specified in FDOT Specifications, Section 160, including furnishing, spreading and mixing of all material required and any reprocessing of compacted areas necessary to attain the specified compaction value. Work shall also include mixing of the existing soils to insure a uniform foundation for the parking and drive isles. Bid # PW 01-00-02-17 Addendum #5 Page 13 of 31 285-715 327-70-01 334-1-13 425-1-521 The basis of payment for Stabilized Subgrade (12" Thick) shall be paid per SQUARE YARD. Base (LBR 100) (18" Thick): The bid price for this item shall include, but not be limited to, furnishing and installation of the Base in accordance with the requirements of Section 285 Optional Base Course of the FDOT Specifications as shown in the design plans. Price and payment will be full compensation for all work specified in FDOT Specifications, Section 285, including tack coat between base layers and prime coat as required. The basis of payment for Base (LBR 100) (18" Thick) shall be paid per SQUARE YARD. Mill Existing Asphalt Pavement (1") Average Depth: The bid price for this item shall include, but not be limited to, the requirements of Section 327 Mill Existing Asphalt Pavement of the FDOT Specifications and as shown in the design plans. All the manpower, equipment, material, and any other items necessary to perform this task shall also be included. Price and payment will be full compensation for all the work specified under Section 327 of the FDOT Specifications. The basis of payment for Mill Existing Asphalt Pavement (1") Average Depth shall be paid per SQUARE YARD. Superpave Asphaltic Concrete Traffic C (SP -9.5): The bid price for this item shall include, but not be limited to, the requirements of Section 334 Superpave Asphalt Concrete of the FDOT Specifications and as shown in the design plans. All the manpower, equipment, material, and any other items necessary to perform this task shall also be included. One week prior to performing this task the CONTRACTOR shall be required to submit the mix designs for approval by the ENGINEER. Price and payment will be full compensation for all the work specified under Section 334 of the FDOT Specifications. The basis of payment for Superpave Asphaltic Concrete Traffic C (SP -9.5) shall be paid per TON. Inlet, Ditch Bottom, Type C, < 10': The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be Bid # PW 01-00-02-17 Addendum #5 Page 14 of 31 425-1-551 425-1-901 compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paicl for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Inlet, Ditch Bottom, Type C, < 10' shall be paid per EACH. Inlet, Ditch Bottom, Type E, < 10': The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Inlet, Ditch Bottom, Type E, < 10' shall be paid per EACH. Inlet, Special, Baffle Box: The bid price for this item shall include the procurement and installation of a baffle Box as depicted on Sheet 9 of the Construction plans. The contractor shall provide a 10' x 16' 10.75' EcoSense International baffle box, or approved equal. The construction specification for this item shall include, but not be limited to, the Bid # PW 01-00-02-17 Addendum #5 Page 15 of 31 requirements of the specific baffle box manufacturer, Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications, Index 200 and 211 of the FDOT Standards, and Sheet 9 of the Construction Plans. The unit cost shall include all materials, manpower and equipment for installation. During construction of baffle box specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath the baffle box, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Inlet, Special, Baffle Box shall be paid per EACH. 425-10 Yard Inlet: The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. Bid # PW 01-00-02-17 Addendum #5 Page 16 of 31 425-2-41 425-2-71 The basis of payment for Yard Inlet shall be paid per EACH. Manhole, P-7, < 10': The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Manhole, P-7, < 10' shall be paid per EACH. Manhole, J-7, < 10': The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. Bid # PW 01-00-02-17 Addendum #5 Page 17of31 The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Manhole, J-7, < 10' shall be paid per EACH. 430-174-112A Pipe Culvert, ADS, Round, 12": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications and conform to the ADS Dual Wall Pipe Mega Green standards. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, ADS, Round, 12" shall be paid per LINEAR FOOT. 430-174-115A Pipe Culvert, ADS, Round, 15": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications and conform to the ADS Dual Wall Pipe Mega Green standards. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not Tess than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber Bid # PW 01-00-02-17 Addendum #5 Page 18 of 31 reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, ADS, Round, 15" shall be paid per LINEAR FOOT. 430-174-118A Pipe Culvert, ADS, Round, 18": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications and conform to the ADS Dual Wall Pipe Mega Green standards. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, ADS, Round, 18" shall be paid per LINEAR FOOT. 430-174-118 Pipe Culvert, RCP, Round, 18": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as Bid # PW 01-00-02-17 Addendum #5 Page 19 of 31 determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Round, 18" shall be paid per LINEAR FOOT. 430-174-124 Pipe Culvert, RCP, Round, 24": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Round, 24" shall be paid per LINEAR FOOT. 430-174-130 Pipe Culvert, RCP, Round, 30": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as Bid # PW 01-00-02-17 Addendum #5 Page 20 of 31 determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Round, 30" shall be paid per LINEAR FOOT. 430-174-218 Pipe Culvert, RCP, Elliptical, 14" x 23": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Elliptical, 14" x 23" shall be paid per LINEAR FOOT. 430-174-230 Pipe Culvert, RCP, Elliptical, 24" x 38": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as Bid # PW 01-00-02-17 Addendum #5 Page 21 of 31 determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Elliptical, 24" x 38" shall be paid per LINEAR FOOT. 430-982-123 Mitered End Section, RCP, 15": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of end sections at the locations called for in the plans. During construction of end sections, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to end section connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all end sections, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the end sections and concrete pad shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Mitered End Section, RCP, 15" shall be paid per EACH. 430-982-125 Mitered End Section, RCP, 18": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of end sections at the locations called for in the plans. During construction of end sections, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to end section connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all end sections, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT Bid # PW 01-00-02-17 Addendum #5 Page 22 of 31 qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the end sections and concrete pad shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Mitered End Section, RCP, 18" shall be paid per EACH. 430-982-129 Mitered End Section, RCP, 24": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of end sections at the locations called for in the plans. During construction of end sections, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to end section connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all end sections, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the end sections and concrete pad shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Mitered End Section, RCP, 24" shall be paid per EACH. 430-982-625 Mitered End Section, RCP, 14" x 23": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of end sections at the locations called for in the plans. During construction of end sections, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to end section connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all end sections, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the end sections Bid # PW 01-00-02-17 Addendum #5 Page 23 of 31 520-1-10 520-2-4 and concrete pad shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Mitered End Section, RCP, 14" x 23" shall be paid per EACH. Concrete Curb & Gutter, Type F: The bid price for this item shall include, but not be limited to, the requirements of Section 520 Concrete Gutter, Curb Elements, and Traffic Separator of the Standard Specifications. The unit cost shall include all materials, manpower and equipment for installation as shown on the plans. The basis of payment for Concrete Curb & Gutter, Type F shall be paid per LINEAR FOOT. Concrete Curb Type D: The bid price for this item shall include, but not be limited to, the requirements of Section 520 Concrete Gutter, Curb Elements, and Traffic Separator of the Standard Specifications. The unit cost shall include all materials, manpower and equipment for installation as shown on the plans. The basis of payment for Concrete Curb Type D shall be paid per LINEAR FOOT. 522-1 Concrete Sidewalk (4" Thick): The bid price for this item shall include, but not be limited to, the requirements of Index 310 of the FDOT Roadway and Traffic Design Standards and Section 522 of the Standard Specifications. Price and payment will be full compensation for all work specified in Section 522. Excavation will be paid for under line item 120-1 Regular Excavation & Embankment. Compaction of fill areas including areas under the sidewalk that have been excavated more than 6 inches below the bottom of the sidewalk, to a minimum of 95% of AASHTO T - 99 density, shall be included. Payment includes all forming, contraction joint forming, expansion joint construction, steel reinforcement, finishing, backfilling and compaction. The basis of payment for Concrete Sidewalk (4" Thick) shall be paid per SQUARE YARD. 527-2 Detectable Mat: The bid price for this item shall include, but not be limited to, the requirements of Section 527 Detectable Warning of the FDOT Specifications. The detectable warning material shall be placed on newly constructed or existing concrete or asphalt walking surfaces in accordance with the Construction Plans and in accordance with the American with Disabilities Act Standards for Transportation Bid # PW 01-00-02-17 Addendum #5 Page 24 of 31 Facilities, Section 705. Payment shall include, but not limited to, materials and items required for installation of the Detectable Warning mats. The basis of payment for Detectable Mat shall be paid per SQUARE FOOT. 530-3 Riprap Bank and Shore: The bid price for this item shall include, but not be limited to, the requirements of Section 530 Revetment Systems of the FDOT Standard Specifications. CONTRACTOR to the rip rap stone, bedding stone, clean sand, and geotextile filter fabric in accordance with the detail provided in Sheet 9 of the Construction Plans. Riprap shall be sound, hard, durable ruble, free of open or incipient cracks, soft seams, or other structural defects, consisting of broken stone with a bulk specific gravity of at least 2.20 and minimum weight of 140 PCF. Ensure that stones are rough and angular per Section 530-2.2.2 and installed in accordance with Section 530-3.2 FDOT Standard Specifications. Rock Rubble layer shall be a minimum perpendicular thickness of 12' inches and placed in a manner as to produce a reasonable well graded mass of stone with minimum voids. Bedding stone shall have a bulk specific gravity of not less than 1.9 and is reasonably free from thin, flat and elongated pieces. Ensure that the bedding stone is also reasonably free from organic matter and soft, friable particles. The filter fabric shall meet the requirements of FDOT Index No. 199 for D-2 geotextile. The fabric shall be anchored to the existing canal bottom and slope material in accordance with the Construction Plans. Fill material shall consist of USCS soil Type SP of SP -SM with no more than 12% fines, benched in compacted 12 -inch maximum lifts, and keyed into undisturbed native bank soils. Canal banks and bottoms must be thoroughly cleared of vegetation, soft sediment, muck, ETC. and inspected prior to placement of clean fill sand layer. Price and payment will be full compensation for all work specified in Section 530, including all materials, labor, hauling, excavation, and backfill. CONTRACTOR to include the cost of dressing and shaping the existing fills (or subgrade) for placing sand bed, filter fabric, bedding stone and riprap and required fill material. The basis of payment for Riprap Bank and Shore shall be paid per SQUARE YARD. 570-1-2 Performance Turf, Sod (Bahia): The bid price for this item shall include, but not be limited to the requirements of Section 570 Performance Turf of the Supplemental Standard Specifications as well as all manpower, equipment, materials, and any other items necessary to perform the task. All disturbed areas shall be covered to match like kind. Also included in this item is any fertilizer and water needed. All disturbed areas shall be covered Bid # PW 01-00-02-17 Addendum #5 Page 25 of 31 580-1-1 580-1-2 with a good stand of grass upon acceptance of the project by The City of Okeechobee. The CONTRACTOR will be responsible for repairing all washed-out and eroded areas and watering of the sod until such time as the project is accepted by the City of Okeechobee. The basis of payment for Performance Turf, Sod (Bahia) shall be paid per SQUARE YARD. Landscape Complete — Small Plants: The bid price for this item shall include, but not be limited to, the requirements of Section 580 Landscape Installation of the FDOT Standard Specifications. CONTRACTOR to install, establish and maintain landscaping as indicated in the Construction Plans. The ENGINEER may conduct interim inspections of all landscape items during the plant establishment period, as well as at the end of the plant establishment period. As part of the warranty to the CITY, and at no cost to the CITY, replace all plants found not to meet minimum specifications as shown in Section 580-2.1.1 and 580-3.5 within ten days after each inspection. Prior to the end of the establishment period, remove all staking and guying from the project. Prices and payments will be full compensation for all work and materials specified in Section 580 Landscape Installation of the FDOT Standard Specifications. Each plant or tree shall be thoroughly water in after planting. Watering of all newly installed plant materials shall be the responsibility of the Landscape Contractor until final acceptance by the Landscape Architect. All trees shall be watered for a period of (90) days after planting. The basis of payment for Landscape Complete — Small Plants shall be paid as LUMP SUM. Landscape Complete — Large Plants: The bid price for this item shall include, but not be limited to, the requirements of Section 580 Landscape Installation of the FDOT Standard Specifications. CONTRACTOR to install, establish and maintain landscaping as indicated in the Construction Plans. The ENGINEER may conduct interim inspections of all landscape items during the plant establishment period, as well as at the end of the plant establishment period. As part of the warranty to the CITY, and at no cost to the CITY, replace all plants found not to meet minimum specifications as shown in Section 580-2.1.1 and 580-3.5 within ten days after each inspection. Prior to the end of the establishment period, remove all staking and guying from the project. Prices and payments will be full compensation for all work and materials specified in Section 580 Landscape Installation of the FDOT Standard Specifications. Bid # PW 01-00-02-17 Addendum #5 Page 26 of 31 Each plant or tree shall be thoroughly water in after planting. Watering of all newly installed plant materials shall be the responsibility of the Landscape Contractor until final acceptance by the Landscape Architect. AH trees shall be watered for a period of (90) days after planting. The basis of payment for Landscape Complete — Large Plants shall be paid as LUMP SUM. 590-1 Landscape Irrigation System: The bid price for this item shall include, but not be limited to, the requirements of Section 590 Irrigation Installation of the FDOT Standard Specifications and the Construction Plans. CONTRACTOR to install the irrigation system as indicated in the Construction Plans. 700-1-11A 700-1-1113 700-1-12 The basis of payment for Landscape Irrigation System shall be paid as LUMP SUM. Single Post Sign — F&I, Handicapped: The bid price for these items shall include all labor, equipment, and material to provide and install signs as indicated on the plans in accordance with FDOT Roadway and Traffic Design Standards Index 11860, 17302, 17344 and the MUTCD Standards. The Contractor shall submit shop drawings for all signs. The basis of payment for Single Post Sign — F&I, Handicapped shall be paid as EACH. Single Post Sign — F&I, Stop: The bid price for these items shall include all labor, equipment, and material to provide and install signs as indicated on the plans in accordance with FDOT Roadway and Traffic Design Standards Index 11860, 17302, 17344 and the MUTCD Standards. The Contractor shall submit shop drawings for all signs. The basis of payment for Single Post Sign — F&I, Stop shall be paid as EACH. Single Post Sign — F&I, Stop/Do Not Enter: The bid price for these items shall include all labor, equipment, and material to provide and install signs as indicated on the plans in accordance with FDOT Roadway and Traffic Design Standards Index 11860, 17302, 17344 and the MUTCD Standards. The Contractor shall submit shop drawings for all signs. The basis of payment for Single Post Sign — F&I, Stop shall be paid as EACH. 711-11-111 Thermoplastic, Standard, White, Solid (6"): Bid # PW 01-00-02-17 Addendum #5 Page 27 of 31 711-11-123 711-11-125 711-11-170 The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. The basis of payment for Thermoplastic, Standard, White, Solid, (6") shall be paid as LINEAR FOOT. Thermoplastic, Standard, White, Solid, (12"): The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. The basis of payment for Thermoplastic, Standard, White, Solid, (12") shall be paid as LINEAR FOOT. Thermoplastic, Standard, White, Solid, (24"): The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. The basis of payment for Thermoplastic, Standard, White, Solid, (24") shall be paid as LINEAR FOOT. Thermoplastic, Standard, White, Arrow: The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. Bid # PW 01-00-02-17 Addendum #5 Page 28 of 31 711-11-460 The basis of payment for Thermoplastic, Standard, White, Arrow shall be paid as EACH. Thermoplastic, Standard, Blue, Message, (Handicapped Symbol): The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. The basis of payment for Thermoplastic, Standard, Blue, Message, (Handicapped Symbol) shall be paid as EACH. 1000 Manatee Protection: The bid price for this item shall include, but not be limited to, the requirements as provided in the Manatee Protection Plan as prepared by Hobe Sound Environmental. The bid item shall include the installation of the Manatee Exclusion Device as referenced on Sheet 8 of the Construction plans. CONTRACTOR is to take all actions required in the Manatee Protection Plan. The basis of payment for Manatee Protection shall be paid as LUMP SUM. 1050-11-221 Utility Pipe, F&I, 1" Water Service (Poly): The bid price for this item shall include, but not limited to, all material and labor required to install the 1" Poly water service as measured along the length of the centerline of the completed pipeline, without deduction for the length of valves and fittings and according to Okeechobee Utility Authority (OUA) Technical Specifications. Work for this item includes, but is not limited to, the excavation for the pipe trench, legal disposal of all excess materials, bracing, sheeting, dewatering, connecting to the existing main, furnishing and installation of the pipe, backfilling of the pipe trenches, hydrostatic testing, uninterrupted flow of existing utilities, providing access to all driveways at all times, cleaning the site of the work location and protection of utilities, structures, trees, shrubs, and lawns, and all other work required for the complete installation of the 1" water Service. Payment shall include full compensation for furnishing all plant, labor, materials and equipment, and constructing the main complete, including all testing and sampling, and incidentals, as well as connections to existing systems and shall be done in accordance to the OUA Technical Specifications and the plans. The basis of payment for Utility Pipe, F&I, 1" Water Service (Poly) shall be paid per LINEAR FOOT. Bid # PW 01-00-02-17 Addendum #5 Page 29 of 31 1050-11-223 Utility Pipe, F&I, 6" Sanitary Service (PVC): The bid price for this item shall include, but not limited to, all material and labor required to install a 6" PVC Sanitary Sewer Service as measured horizontally along the length of the centerline of the completed pipeline from center to center of manholes or to cleanouts or end of pipes, without deduction for manholes, fittings, or structures according to Okeechobee Utility Authority (OUA) Technical Specifications. The depth of gravity sewer lines will be measured from the level of the average original ground or pavement over the centerline of the sewer to the invert of the sewer by vertical ordinates not over fifty feet apart. Work for this item includes, but is not limited to, the excavation for the pipe trench, legal disposal of all excess materials, bracing, sheeting, dewatering, furnishing and installation of the pipe, backfilling of the pipe trenches for the 6" sanitary sewer service. Payment of the applicable unit price per linear foot shall be full compensation for furnishing all plant, labor, materials and equipment, including bypass pumping, and constructing the gravity sewer main complete, including necessary ground water pumping, including well point systems if conditions dictate, backfilling, and all testing. Payment shall include incidentals, as well as connections to existing systems as described in the OUA Technical Specifications and the plans. The basis of payment for Utility Pipe, F&I, 6" Sanitary Service (PVC) shall be paid per LINEAR FOOT. 1055-11-273 Utility Fitting, 6" Sanitary Cleanout: The bid price for this item shall include, but not limited to, all material, labor, equipment, and any other incidentals required to install the sanitary cleanouts according to OUA Technical Specifications for the clean out fixtures. Installation and materials shall be done in accordance to the OUA Technical Specifications and the Construction Plans. 1060-15 The basis of payment for Utility Fitting, 6" Sanitary Cleanout shall be paid per EACH. Utility Structure, Sanitary Manhole, Modify, Inside Drop: The bid price for this item shall include, but not limited to, all material, labor, equipment, and any other incidentals required to modify the existing sanitary manhole with an inside drop to connect the proposed sanitary service to the existing sanitary gravity system in accordance with the OUA Technical Specifications Sheet 10 of the Construction Plans. Work shall include all labor and materials required to provide the sanitary connection and installation of the inside drop, including but not limited to the coring of the existing structure, sealing of the structure, installation of the drop materials, and backfill and compaction of the roadway around the structure. Installation and materials shall be done in Bid # PW 01-00-02-17 Addendum #5 Page 30 of 31 1080-101 1080-103 accordance to the OUA Technical Specifications and the Construction Plans. The basis of payment for Utility Fitting, 6" Sanitary Cleanout shall be paid per EACH. Utility Fixture 1" Meter: The bid price for this item shall include, but not limited to, all material, labor, equipment, and any other incidentals required to install a 1" Meter according to OUA Technical Specifications for the water services. Installation and materials shall be done in accordance to the OUA Technical Specifications and the plans. The basis of payment for Utility Fixture 1" Meter shall be paid per ASSEMBLY. Utility Fixture 2" Tapping Saddle and Corp Stop: The bid price for this item shall include, but not limited to, all material, labor, equipment, and any other incidentals required to install a 2" Service Saddle and Corporation Stop according to OUA Technical Specifications for the water services. Saddles for PVC or ductile iron pipe shall be stainless steel double strap service saddles with iron pipe threads and the iron body must be epoxy coated, or otherwise approved by the Utilities Engineer. Corporation stops shall be brass equipped with connections compatible with the connecting service pipe -type; must have grip joint type or compression connections for polyethylene tubing with locking collars and stainless steel or plastic inserts. Installation and materials shall be done in accordance to the OUA Technical Specifications and the plans. The basis of payment for Utility Fixture 2" Tapping Saddle and Corp Stop shall be paid per EACH. Bid # PW 01-00-02-17 Addendum #5 Page 31 of 31 Patty Burnette From: David Allen Sent: Thursday, March 23, 2017 12:08 PM To: jkorswold@dfifl.com; penrodconstruction@gmail.com; randy.burden@ecosenseint.com; dnunez@sdbteam.com; abneybuild@gmail.com; randy.burden@ecosenseint.com; ronald.baldoza@constructconnect.com Cc: 'Stef Matthes'; Jessie Weigum; Patty Burnette Subject: Addendum No. 6 for PW 01-00-02-17 Attachments: Addendum 6 PW 01-00-02-17 Centennial Park Stoprm Water Improvements.pdf Please note the attached addendum addressing local vendor preference for this project. David Allen Public Works Director City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, FL 34974 863-763-3926 863-763-1686 fax cityofokeechobee.com PUBLIC RECORDS NOTICE: All e-mail sent to and received from the City of Okeechobee, Florida, including e-mail addresses and content, are subject to the provisions of the Florida Public Records Law, Florida Statute Chapter 119, and may be subject to disclosure. 1 ADDENDUM NO. 6 CENTENNIAL PARK STORM WATER IMPROVEMENTS City of Okeechobee project PW 01-00-02-17 Issue Date March 23, 2017 Subject: Clarification of Local Vendor Preference Per Florida Statute 255.0991, the City will not be able to grant local vendor preference to any bids received for this project from vendors located within the City. The statute applies to local projects where 50% or more of the funding for the project come from state funding. The majority of this project is being funded by grants from the Florida Department of Environmental Protection and the South Florida Water Management District. Were there bidders who were located outside the State of Florida, bidders located within the State could be granted local vendor preference. However, all the bidders are located within the State so this exemption does not apply. Sincerely, David Allen Public Works Director Bid # PW 01-00-02-17 Addendum #6 Page 1 of 1 Patty Burnette From: David Allen Sent: Tuesday, March 28, 2017 4:39 PM To: jkorswold@dfifl.com; penrodconstruction@gmail.com; 'randy.burden@ecosenseint.com'; 'dnunez@sdbteam.com; abneybuild@gmail.com; randy.burden@ecosenseint.com; ronald.baldoza@constructconnect.com Cc: 'Stef Matthes'; Jessie Weigum; Patty Burnette Subject: Addendum 7 Attachments: Addendum 7 PW 01-00-02-17 Centennial Park Stoprm Water Improvements.pdf Please see the attached addendum clarifying that the start work date from NTP is 30 days and that the time to complete the project is 120 days. The number of days was inadvertently changed in addendum 5. The revised bid form is attached. There are no other changes in the bid items, just a clarification of the amount of time allowed. David Allen Public Works Director City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, FL 34974 863-763-3926 863-763-1686 fax cityofokeechobee.com PUBLIC RECORDS NOTICE: All e-mail sent to and received from the City of Okeechobee, Florida, including e-mail addresses and content, are subject to the provisions of the Florida Public Records Law, Florida Statute Chapter 119, and may be subject to disclosure. 1 ADDENDUM NO. 7 CENTENNIAL PARK STORM WATER IMPROVEMENTS City of Okeechobee project PW 01-00-02-17 Issue Date March 28, 2017 Subject: Clarification of Start Date and Time to complete for the project The start date and number of days to complete work listed in paragraph 5 of addendum 5 were inadvertently changed. The correct number of days for the project are as listed in the original bid document: • To start work within thirty (30) calendar days from the Notice to Proceed • To complete the work within 120 calendar days. Sincerely, David Allen Public Works Director Bid # PW 01-00-02-17 Addendum #7 Page 1 of 6 SECTION 00300 BID FORM City Council City of Okeechobee, Florida 55 SE 3rd Avenue Okeechobee, FL 34974 (BIDDER'S COMPANY NAME) I have received the documents titled Taylor Creek Centennial Park Project No. . I have also received addendum number _ through and have included their provisions in my bid. I have examined both the bid documents and the construction site and submit the following bid in which I agree: 1. To hold my bid open until an agreement has been executed between City of Okeechobee and accepted Bidder, including receipt of the Public Construction and Maintenance Bonds, or until 90 days after bids are opened, whichever is longer. 2. Regarding the Disposition of Bid Security: to accept the provisions of the Instructions to the Bidders. 3. To enter into and execute a Contract on the basis of this bid and to furnish a 100% Public Construction Bond in accordance with the Instructions to Bidders to guarantee my workmanship and materials to be free from construction defects for a period of not less than one (1) year, if this bid is accepted. 4. To accomplish the work included in, and in accordance with the Contract Documents, if this bid is accepted. 5. To start work within thirty (30) calendar days from the date of the Notice to Proceed and thereafter to complete the work within one hundred and twenty (120) calendar days, unless the time is modified by provisions of the contract, if this bid is accepted. 6. Regarding Compensation for the proposed work: if this bid is accepted, I will construct this project on a unit price basis as reflected in the Bid Unit Price Schedule on pages 3 to 5 of this addendum. 7. Regarding the Award of the Contract: if I am awarded a contract for this project, I understand that the award may be for all or any portion thereof of the items listed under the Bid Unit Price Schedule. Bid # PW 01-00-02-17 Addendum #7 Page 2 of 6 BID UNIT PRICE SCHEDULE TAYLOR CREEK CENTENNIAL PARK ITEM NO. DESCRIPTION MUNIT EASURE EST. QUAN. UNIT PRICE AMOUNT 101-1A MOBILIZATION / DEMOBILIZATION LS 1 $ $ 101-1B PRE -CONSTRUCTION VIDEO LS 1 $ $ 102-1 MAINTENANCE OF TRAFFIC LS 1 $ $ 104 2A PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION LS 1 $ $ 104-10-3 SEDIMENT BARRIER LF 685 $ $ 104-11 FLOATING TURBIDITY BARRIER LF 620 $ $ 104-15 SOIL TRACKING DEVICE EA 1 $ $ 104-18 INLET PROTECTION SYSTEM EA 7 $ $ 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS LS 1 $ $ 110-1-1 CLEARING & GRUBBING ACRES 2.5 $ $ 110-4 MAINTENANCE OF EXISTING DRAINAGE LS 1 $ $ 120-1A REGULAR EXCAVATION & EMBANKMENT LS 1 $ $ 120-4 SUBSOIL EXCAVATION CY 600 $ $ 120-6A EMBANKMENT -SAND BEACH SY 200 $ $ 160 STABILIZED SUBGRADE (12" THICK) SY 1243 $ $ 285-715 BASE (LBR 100) (18" THICK) SY 1198 $ $ 327-70 Ol MILL EXISTING ASPHALTIC PAVEMENT, 1" AVERAGE DEPTH SY 333 $ $ 334-1-13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (SP -9.5) TON 118 $ $ 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' EA 3 $ $ 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' EA 2 $ $ 425-1-901 INLET, SPECIAL, BAFFLE BOX EA 1 $ $ 425-10 YARD INLET EA 5 $ $ 425-2-41 MANHOLE, P-7, < 10' EA 1 $ $ 425-2-71 MANHOLE, J-7, < 10' EA 2 $ $ 430-174-112A PIPE CULVERT, ADS, ROUND, 12" LF 330 $ $ Bid # PW 01-00-02-17 Page 3 of 6 Addendum #7 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 430-174-115A PIPE CULVERT, ADS, ROUND, 15" LF 36 $ $ 430-174-118A PIPE CULVERT, ADS, ROUND, 18" LF 48 $ $ 430-174-118 PIPE CULVERT, RCP, ROUND, 18" LF 36 $ $ 430-174-124 PIPE CULVERT, RCP, ROUND, 24" LF 105 $ $ 430-174-130 PIPE CULVERT, RCP, ROUND, 30" LF 162 $ $ 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" LF 50 $ $ 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" LF 56 $ $ 430-982-123 MITERED END SECTION, RCP, 15" EA 1 $ $ 430-982-125 MITERED END SECTION, RCP, 18" EA 2 $ $ 430-982-129 MITERED END SECTION, RCP, 24" EA 1 $ $ 430-982-625 MITERED END SECTION, RCP, 14" x 23" EA 1 $ $ 520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 94 $ $ 520-2-4 CONCRETE CURB, TYPE D LF 610 $ $ 522-1 CONCRETE SIDWALK, 4" THICK SY 656 $ $ 527-2 DETECTABLE MAT SF 36 $ $ 530-3 RIPRAP - BANK AND SHORE SY 640 $ $ 570-1-2 PERFORMANCE TURF (SOD) SY 7,200 $ $ 580-1-1 LANDSCAPE COMPLETE -SMALL PLANTS LS 1 $ $ 580-1-2 LANDSCAPE COMPLETE - LARGE PLANTS LS 1 $ $ 590-1 LANDSCAPE IRRIGATION SYSTEM LS 1 $ $ 700-1-11A SINGLE POST SIGN - F&I, HANDICAPPED EA 1 $ $ 700-1-11B SINGLE POST SIGN - F&I, STOP EA 2 $ $ 700 1-12 SINGLE POST SIGN - F&I, STOP/DO NOT ENTER EA 2 $ $ 711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID LF 400 $ $(6„) 711 11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, (12'x) LF 140 $ $ Bid # PW 01-00-02-17 Page 4 of 6 Addendum #7 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, (24") LF 52 $ 711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 2 $ $ 711-11 460 THERMOPLASTIC, STANDARD, BLUE, MESSAGE (HANDICAPPED SYMBOL) EA 1 $ $ 1000 MANATEE PROTECTION LS 1 $ $ 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY LF 150 $ $ 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC LF 165 $ $ 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT EA 3 $ $ 1060 15 UTILITY STRUCTURE, SANITARY MANHOLE, MODIFY, INSIDE DROP EA 1 $ $ 1080-11-101 UTILITY FIXTURE, 1" METER AS 1 $ $ 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1" CORP STOP EA 1 $ $ ESTIMATED BASE BID AMOUNT (Based on Bid Unit Prices & Estimated Quantities, a summation of Pages 3 to 5) $ $ Bid # PW 01-00-02-17 Addendum #7 Page 5 of 6 Contractor shall coordinate any type of traffic restrictions with the City of Okeechobee Public Work Department. The contractor shall notify City of Okeechobee Public Work Department of any road restrictions at least two (2) weeks prior to actual implementation. NOTE: This bid is on a unit price basis. The total estimated amount is for bid comparison purposes only. The contractor should field verify the actual site conditions prior to time of bidding and before submitting the bid proposal. The contractor should read the special conditions and the requirements for insurance before submitting a bid proposal. The contractor should verify the quantities to be included in the construction contract. The contractor shall furnish The City of Okeechobee with a Public Construction Bond in 100% of the total estimated amount of the contract. The Public Construction Bond shall continue in effect for one (1) year after completion and acceptance of the work as guarantee against construction defects. The contractor in his bid shall include the cost of said bond. Density testing shall be at the expense of the City of Okeechobee, except for failing tests, which shall be charged to the contractor. I have attached the required 5% Bid Security to this Bid. Date Bidder By By (0,.nted 1Jama) Title (C ,n puny [Ja e) (il f/Iltuffl Mailing Address Office Number Fax Number Bid # PW 01-00-02-17 Addendum #7 Page 6 of 6 BID TABULATION CENTENNIAL PARK STORM WATER IMPROVEMENTS sign Build Penrod Construction Dickerson Florida, Inc Pay item Number Pay Item Description Quantity Unit Unit Price Subtotal Amount I Unit Price Subtotal Amount Unit Price Subtotal Amount 101-1A MOBILIZATION/DEMOBIUZATION 1 LS $ 41,741.70 N N N N N N N N N N N N N N N N N VV D41 4. NN N N N N 1,1 1/1 N NNNNNNNNN 1.01 IA NN N 1.4 1/1 N N0,NpNNN40 N N N /A 4.11 N L H01 W N0WVNDr• 04 1•4' *P.; N00 AO? it. OppO 0 N NV 3W4OSOOO05 N AVNpp'4" OVO V O O O O N 8000888$ 8$08888880880888a800$o888 8o 88$o8880t0888888 8St188$o $ 90,81755 $ 90,81755 $ 85,000.00 $ 85,000.00 '® PRE -CONSTRUCTION VIDEO -©© $ 660.00 $ 690.00 $ 690.00 $ 500.00 $ 500.00 EIMIIMI1=03 NUM EEM $ 550.00 $ 575.00 $ 575.00 $ 500.00 $ 500.00 PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER MUM NEE $ 550.00 $ 575.00 $ 575.00 $ 1,500.00 $ 1,500.00 11211€11=1=11111113:=1111E11111•1=3:31 $ 1.75 $ 1,198.75 $ 1.00 $ 685.00 •'623 all'al MEM©L $ 8.35 $ 5,177.00 $ 5.00 $ 3,100.00 "® SOIL TRACKING DEVICE ®MI $ 2,750.00 $ 2,875.00 $ 2,875.00 $ 1,500.00 $ 1,500.00 11:103111=13 Na WI $ 86.25 $ 603.75 $ 60.00 $ 420.00 CONSTRUCTION LAYOUT/RECORD DRAWINGS OHM© $ 9,900.00 $ 10,350.00 $ 10,350.00 $ 7,500.00 $ 7,500.00 '® - QM $ 220.00 $ 230.00 $ 575.00 $ 500.00 $ 1,250.00 "® MAINTENANCE OF EXISTING DRAINAGE =M© $ 220.00 $ 230.00 $ 230.00 $ 500.00 $ 500.00 EIMMIIIIMEENIMILMIEM $ 17,600.00 $ 18,400.00 $ 18,400.00 $ 40,000.00 $ 40,000.00 11/ SUBSOIL EXCAVATION .jM© I $ 1150 $ 6,900.00 $ 10.00 $ 6,000.00 I'8'.. ; . . , .. -EIMII©'I $ 28.75 $ 5,750.00 $ 15.00 $ 3,000.00 COMPACTED SUBGRADE (12" THICK) IMMIII.�TT�© I' $ 3.45 $ 4,28835 $ 7.00 $ 8,701.00 SIEMENIE OPTIONAL BASE GROUP 15 LER 100 18" THICK) IM* . ©I $ 29.00 $ 34,742.00 $ 23.00 $ 27,554.00 "® a©IIMIE1 $ 6.90 $ 2,297.70 $ 20.00 $ 6,660.00 $ 14950 $ 17,641.00 $ 130.00 $ 15,340.00 INLETS, DITCH BOTTOM, TYPE C, <10' ®NM 113111MIEEEI $ 1,43730 5 4,31250 $ 2,200.00 $ 6,600.00 CEMEIM INLETS,DtTCH BOTTOM, TYPE E, <10' MUM WM $ 2,860.00 $ 2,990.00 $ 5,980.00 $ 4,200.00 $ 8,400.00 . ,® MIM IEN ME ' ' ' $ 114,236.40 $ 114,236.40 $ 115,000.00 $ 115,000.00 N ( ®EMO $ 1,320.00 $ 1,380.00 $ 6,900.00 $ 1,200.00 $ 6,000.00 2,530.00 $ 2,645.00 $ 2,645.00 $ 3,000.00 $ 3,000.00 ' ®� $ 2,860.00 $ 2,990.00 $ 5,980.00 $ 4,400.00 $ 8,800.00 "®' PIPE CULVERT, ADS, ROUND,12" =EMI ©IMIIIIMMEI $ 20.35 $ 6,71530 $ 25.00 $ 8,250.00 "= PIPE CULVERT, ADS, ROUND, 15" =MI©IIMINNIEEI $ 28.75 $ 1,035.00 $ 28.00 $ 1,008.00 "®' ' PIPE CULVERT, ADS, ROUND, 18° -EEMI© EINIIMEIE3 $ 33.35 $ 1,600.80 $ 35.00 $ 1,680.00 10=11.111:121=1:11111EENIFMIIIIIMIEI $ 5750 $ 2,070.00 $ 45.00 $ 1,620.00 $ 59.80 $ 6,279.00 $ 55.00 $ 5,775.00 IEMEEM PIPE CULVERT, RCP, ROUND, 30" 11111113= WEI LIIIICI $ 67.85 $ 10,991.70 $ 78.00 $ 12,636.00 ®' .. �. ©® $ 6050 $ 3,025.00 $ 55.00 $ 2,750.00 "®' .. .IEEM© 1 $ I13.25 $ 6,342.00 $ 110.00 $ 6,160.00 MITERED END SECTION, RCP, 15" ®EMI $ 316.25 $ 316.25 $ 1,500.00 $ 1,500.00 ""® MITERED END SECTION, RCP,18" ®WI 111111MIEWEI $ 606.00 $ 1,212.00 $ 2,000.00 $ 4,000.00 MITERED END SECTION, RCP, 24" MEM I1731 $ 803.00 $ 83950 $ 83950 $ 2,600.00 $ 2,600.00 MITERED END SECTION, RCP, 14" x 23" MIMIKEIBMIIIIMECI $ 606.00 $ 606.00 $ 2,400.00 $ 2,400.00 $ 3450 $ 3,243.00 $ 35.00 $ 3,290.00 "P. CONCRETE CURB, TYPE D -EE1 ©®' ' • $ 10.50 $ 6,405.00 5 13.00 $ 7,930.00 ® CONCRETE SIDEWALK (4" THICK) MEM ©13=111WEIMI $ 33.60 $ 22,041.60 $ 35.00 $ 22,960.00 ®' 1111EMI ®IMIIIIIMMEEI $ 28.75 $ 1,035.00 $ 25.00 $ 900.00 IMIXIMM=0:11.0:1. MI MUM= $ 9150 $ 58,560.00 $ 60.00 $ 38,400.00 PERFORMANCE TURF, SOD IMEMIIEMIIIENEMEMIE1 $ 230 $ 16,560.00 $ 1.75 $ 12,600.00 ,® MEM IIREMEEI $ 24,220.44 $ 24,220.44 $ 30,000.00 $ 30,000.00 IMMIIMI • .M© $ 35,200.00 $ 56,056.75 $ 56,056.75 $ 50,000.00 $ 50,000.00 • .. .• ■11ENI© $ 54,450.00 $ 52,10535 $ 52,10535 $ 60,000.00 $ 60,000.00 SINGLE POST SIGN -F&I, HANDICAPPED ■111=10111111...raal $ 506.00 $ 506.00 $ 140.00 $ 140.00 • • • • ® .... $ 506.00 $ 1,012.00 $ 220.00 $ 440.00 OM SINGLE POST SIGN - F&I, STOP/DO NOT ENTER ®1173111 $ 484.00 $ 506.00 $ 1,012.00 $ 300.00 $ 600.00 ® THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" =MI NEI $ 6.05 $ 650 $ 2,600.00 $ 3.00 $ 1,200.00 ® THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" MEEDINNEN $ 2.42 $ 230 $ 350.00 $ 6.00 $ 840.00 ® THERMOPLASTIC, STANDARD, WHITE, SOUD, 24" ®© $ 4.84 $ 5.00 $ 260.00 $ 12.00 $ 624.00 THERMOPLASTIC, STANDARD, WHITE, ARROW ®WI 5 165.00 $ 17250 5 345.00 $ 170.00 $ 340.00 rarMEM THERMOPLASTIC, STANDARD, BLUE, MESSAGE HANDICAPPED ME= WM $ 341.00 $ 35650 $ 35650 $ 650.00 $ 650.00 1000 .1=1© $ 8,580.00 $ 8,970.00 $ 8,970.00 $ 3,300.00 $ 3,300.00 ® ®' © $ 13.20 $ 13.80 $ 2,070.00 $ 24.00 $ 3,600.00 "® IMEIMIll© $ 22.00 $ 23.00 $ 3,795.00 $ 28.00 $ 4,620.00 "® . • ©MINI $ 35750 $ 373.75 $ 1,121.25 $ 620.00 $ 1,860.00 1060-15 UTILITY STRUCTURE, SANITARY MANHOLE, MOD, INSIDE DROP 111.=1.221 $ 57750 $ 603.75 $ 603.75 $ 2,000.00 $ 2,000.00 1080-11-101 IMIENIIIMM11231 $ 1,40250 $ 1,466.25 $ 1,466.25 $ 730.00 $ 730.00 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1" CORP STOP InIMICE $ 1,705.00 $ 1,78230 $ 1,78250 $ 2500.00 $ 2,500.00 --_ Contingency i 1 - ________ . ... ..... a CC -1111,M Posted: March 30, 2017 at 1:30 PM To be removed: Apr810, 2017 at 1:30 PM Project No. PW 01-00-0247 To-f-czls w ►(h En q mer ES4-rer oct f -o BID TABULATION CENTENNIAL PARK STORM WATER IMPROVEMENTS Seminole Design Build Penrod Conitnlction Dkkerson bride, Inc. Pay Item Number Pay Item Description Quantity Unit Engineer's Unit Cost Engineer's Subtotal Cost Unit Prka Subtotal Amount Unit Prka Subtotal Amount Unit Prime Subtotal Amount 101-1A MOBILIZATION/DEMOBILIZATION1 I5 150% $ 43,843.07 $ 41,741.70 $ 41,741.70 $ 660.00 $ 550.00 $ 550.00 $ 1,130.25 $ 1,947.60 $ 2,750.00 $ 577.50 $ 9,930.00 $ 550.00 $ 220.00 $ 17,600.00 $ 6,600.00 $ 5,500.01 $ 4,101.90 $ 33,280.44 $ 2,197.80 $ 16,874.00 $ 4,125.00 $ 5,720.00 $ 104,158.20 $ 6,600.00 $ 2,530.00 $ 5,720.00 $ 6,125.10 $ 990.00 $ 1,531.20 $ 1,981.03 $ 6,006.03 $ 10,513.80 $ 2,887.50 $ 6,067.60 $ 302.50 $ 1,159.40 $ 813.03 $ 579.70 $ 3,102.00 $ 6,039.00 $ 21,110.08 $ 1,603.80 $ 55,968.00 5 11,880.00 $ 14,786.20 $ 35,203.00 $ 54,450.00 $ 484.00 5 968.00 $ 968.00 5 2,420.00 $ 338.80 $ 251.68 $ 330.00 $ 341.00 $ 8,581.00 $ 1,980.00 $ 3,630.00 $ 1,072.50 5 57750 $ 1,002.50 $ 1,705.00 $ 90,817 55 $ 90,817.55 $ 85,000.00 $ 85,000 00 101-18 PRE -CONSTRUCTION VIDEO 1 LS $ 750.00 $ 750.00 $ 660.00 $ 690.00 $ 69000 $ 500.00 $ 500.00 102-1 MAINTENANCE OF TRAFFIC 1 LS 25% $ 7,092.37 $ 550.00 $ 575.00 $ 575.00 $ 50000 $ 50303 104-24 PREVENTION, CONTROL 6 ABATEMENT OF ER0510N AND WATER 1 LS $ 1,500.00 $ 1,50000 $ 550.00 $ 575.00 $ 57500 $ 1,500.00 $ 1,500.00 104-10-3 SEDIMENT BARRIER 685 LF $ 1.25 $ 856.25 $ 1.65 $ 1.75 $ 1,198.75 $ 1.00 $ 685.00 104-11 FLOATING TURBIDITY BARRIER 620 LF $ 500 $ 3,100.00 $ 7.98 $ 8.35 $ 5,177.00 $ 5.00 $ 3,10000 104-15 501L TRACKING DEVICE 1 EA $ 2,50000 $ 2,500.03 $ 2,75000 $ 2,875.00 $ 2,675.00 $ 1,50000 $ 1,50000 104-18 INLET PROTECTION SYSTEM 7 EA $ 22900 $ 1,575.00 $ 82.50 $ 86.25 $ 603.75 $ 6000 $ 42000 108-14 CONSTRUCTION LAYOUT/RECORD DRAWINGS 1 LS $ 4,50000 $ 4,500.00 $ 9,900.00 $ 10,350.00 $ 10,350.00 $ 7,50000 $ 7,50000 110-1-1 CLEARING AND GRUBBING (SELECT) 2.5 ACRES $ 4,50000 $ 11,250.00 $ 220.00 $ 23000 $ 575.0)0 $ 500.00 $ 1,25000 110-4 MAINTENANCE OF EXISTING DRAINAGE 1 IS $ 2,50300 $ 2,500.00 $ 220.00 $ 23000 $ 230.00 $ 500.00 $ 50000 120-1* REGULAR EXCAVATION & EMBANKMENT 1 IS $ 5,003.07 $ 5,000.03 $ 17,600.00 $ 18,400.00 $ 18,403.00 $ 40,000.00 $ 40,000.00 120-4 SUBSOIL EXCAVATION 600 d $ 800 $ 4,800.03 $ 11.00 $ 11.50 $ 6,903.00 $ 1003 $ 6,00000 120.64 EMBANKMENT - SAND BEACH 203 5Y $ 5.03 $ 1,030.03 $ 27.50 $ 28.75 $ 5,75003 $ 15.00 $ 3,00300 0160 COMPACTED SUBGRADE (12' THICK) 1243 SY $ 2.03 $ 2,486.00 $ 3.30 $ 3.45 $ 4,28835 $ 7.03 $ 8,70103 285-715 OPTIONAL BASE GROUP 151BR 103(18' THICK) 1198 5Y $ 1803 $ 21,564.00 $ 27.78 $ 29.00 $ 34,742.00 $ 23.00 $ 27,554.03 327.7001 MILL EXISTING ASPHALT PAVEMENT, 1' AVERAGE DEPTH 333 SY $ 2.50 $ 832 50 $ 6.60 $ 6.90 $ 2,297.70 $ 2003 $ 6,66003 334-1-13 SUPERPAVE ASPHALTIC CONC., TRAFFIC C.51-9.5 118 TN $ 93.00 $ 10,974.03 $ 143.03 $ 149.50 $ 17,641.00 $ 130.00 $ 15,340.00 425-1-521 INLETS, DITCH BOTTOM, TYPE C,<10' 3 EA $ 2,500.03 $ 7,500.00 $ 1,375.00 $ 1,437.50 $ 4,312.50 $ 2,20303 $ 6,60003 425-1-551 INLETS,DITCH BOTTOM, TYPE E, <10' 2 EA $ 3,30003 $ 6,600.00 $ 2,860.03 $ 2,990.00 $ 5,980.03 $ 4,200.03 $ 8,400.03 425-1-901 INLETS, SPECIAL BAFFLE BOX 1 EA $ 60,030.00 $ 60,000.00 $ 104,458.20 $ 114,236.40 $ 114,236.40 $ 115,03003 $ 115,000.03 425-10 YARD INLET 5 EA $ 1,800.00 $ 9,003.00 $ 1,320.03 $ 1,380.00 $ 6,900.03 $ 1,203.00 $ 6,030.03 425-2-41 MANHOLE, P-7, <10'1 EA $ 3,500.00 $ 3,50000 $ 2,530.03 $ 2,645.00 $ 2,64503 03. $ 3,003 $ 3,00000 425-2-71 MANHOLE, 1.7, <10' 2 EA $ 6,500.00 $ 13,003.00 $ 2,860.03 $ 2,990.00 $ 5,980.00 $ 4,403.03 $ 8,830.03 430-174-1124 PIPE CULVERT, ADS, ROUND,12" 330 IF $ 15.00 $ 4,950.03 $ 19.47 $ 20.35 $ 6,715.50 $ 2503 $ 8,250.03 430-174-1156 PIPE CULVERT, ADS, ROUND,15" 36 IF $ 20.00 $ 72000 $ 27.50 $ 28.75 $ 1,03503 $ 2803 $ 1,00803 430.174-1184 PIPE CULVERT, ADS, ROUND, 18" 08 LF $ 28.00 $ 1,344 CO $ 31.90 $ 33.35 $ 1,600.80 $ 3503 $ 1,68000 430-174118 PIPE CULVERT, RCP, ROUND,18" 36 LF $ 45.00 $ 1,620.00 $ 55.00 $ 57.50 $ 2,070.00 $ 4500 $ 1,620.03 430-174-124 PIPE CULVERT, RCP, ROUND, 24" 105 LF $ 55.00 $ 5,775 CO $ 57.20 $ 5980 $ 6,279.03 $ 5503 $ 5,775.03 430-174-130 PIPE CULVERT, RCP, ROUND, 30' 162 11 $ 70.00 $ 11,340.00 $ 64.90 $ 67.85 $ 10,991.70 $ 7803 $ 12,636.00 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" a 23' SO IF $ 40.00 $ 2,003 00 $ 57.75 $ 60.50 $ 3,025.03 $ 5500 $ 2,750.00 430-174-230 PIPE CULVERT RCP, ELLIPTICAL, 24' a 38' 56 IF $ 75.00 $ 4,203.03 $ 108.35 $ 113.25 $ 6,342.03 $ 110.03 $ 6,16000 430-982-123 MITERED END SECTION, RCP, 15' 1 EA $ 810.03 $ 81000 $ 302.50 $ 316.25 $ 316.25 $ 1,50000 $ 1,50003 430.982-125 MITERED END SECTION, RCP, 18" 2 EA $ 903.00 $ 1,803.00 $ 579.70 $ 606.00 $ 1,21203 $ 2,0110.03 5 4,03000 430-982-129 MITERED END SECTION, RCP, 24' 1 EA $ 1,070.00 $ 1,07000 $ 803.00 $ 839.50 $ 839.50 $ 2,60303 $ 2,60000 430.982-625 MITERED END SECTION, RCP, 14' 023' 1 EA $ 990.03 $ 990.00 $ 57970 $ 60600 $ 606.03 $ 2,40300 $ 2,403.00 520.1.10 CONCRETE CURB 6 GUTTER, TYPE F 94 IF $ 15.00 $ 1,41000 $ 33.03 $ 34.50 $ 3,24303 $ 3500 5 3,29000 520.2-4 CONCRETE CURB, TYPE D 610 LF $ 10.03 $ 6,103.00 $ 9.90 $ 10.50 $ 6,405.03 $ 1303 $ 7,930.03 522-1 CONCRETE SIDEWALK (4" THICK) 656 5Y $ 32.00 $ 20,992.00 $ 32.18 $ 33.60 $ 22,04160 $ 35.00 5 22,960.00 527-2 DECTABLE WARNINGS 36 SF $ 51.00 $ 1,836.00 5 44.55 $ 28.75 $ 1,035.03 $ 2500 $ 900.03 530-3 RIPRAP-BANK 65H06E 640 55 5 55.00 $ 35,200.00 $ 87.45 $ 91.50 $ 58,560.00 5 6000 $ 38,401.00 570-1-2 PERFORMANCE TURF, 50D 7200 SY $ 1.25 $ 9,00300 $ 1.65 $ 2.30 $ 16,560.00 $ 1.75 $ 12,60000 580.1-1 LANDSCAPE COMPLETE -SHRUBS 1 IS $ 14,500.00 $ 14,500.00 $ 14,786.20 $ 24,220.44 $ 24,220.11 $ 30,030.00 $ 30,000 00 580-1-2 LANDSCAPE COMPLETE - TREES 1 LS $ 32,503.00 $ 32,50000 $ 35,200.00 5 56,056.75 $ 56,056.75 5 50,030.00 $ 50,000.00 590.1 LANDSCAPE IRRIGATION SYSTEM 1 LS $ 16,000.00 5 16,00000 $ 54,450.00 $ 52,105.35 $ 52,105.35 $ 60,030.00 $ 60,00000 703-1-114 SINGLE POST SIGN •F&I, HANDICAPPED 1 EA $ 150.01 $ 150.00 $ 48403 $ 50603 $ 506.00 $ 140.00 $ 140.00 703-1-118 SINGLE POST SIGN • F6), STOP 2 EA $ 250.00 5 50000 $ 48403 $ 506.00 $ 1,01200 $ 220.00 $ 440.00 700-1-12 SINGLE POST SIGN •F&I, STOP/DO NOT ENTER 2 EA $ 35003 $ 700.00 $ 484.03 $ 50600 $ 1,012.00 $ 30001 $ 600.00 711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" 400 IF $ 0.75 $ 30000 $ 6.05 $ 6.50 5 2,60303 $ 3.00 $ 1,200.00 711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12' 140 IF $ 1.50 $ 21000 $ 2.42 $ 2.50 $ 350.00 $ 6.00 $ 84000 711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 21" 52 IF $ 3.10 $ 161.20 $ 4.84 $ 5.00 $ 26000 $ 12.00 $ 62400 711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW 2 EA $ 50.00 $ 103.00 $ 16503 $ 172.50 $ 345.00 $ 170.00 $ 340.00 711-11.460 THERMOPLASTIC,STANDARD, BLUE, MESSAGE (HANDICAPPED) 1 EA $ 303.00 $ 30000 $ 341.03 $ 356.50 $ 35650 $ 650.00 $ 65000 1000 MANATEE PROTECTION 1 IS $ 8,580.00 $ 8,970.00 $ 6,970.00 $ 3,301.00 $ 3,300.00 1050.11-221 UTILITY PIPE, 3" WATER SERVICE, POLY 150 LF $ 5.03 $ 750.00 $ 13.20 $ 13.80 $ 2,070.00 $ 24.00 $ 3,600.00 1050.11-223 UTILITY PIPE, 6' SANITARY SERVICE, PVC 165 IF $ 20.00 $ 3,300.03 $ 22.00 $ 23.00 $ 3,79500 $ 28.00 $ 4,620.03 105011373 UTILITY FITTING, 6" SANITARY CLEANOUT 3 EA $ 50000 $ 1,501.00 $ 357.50 $ 37375 $ 1,121.25 $ 62003 $ 1,860.03 106015 UTILITY STRUCTURE, SANITARY MANHOLE, MOD, INSIDE DROP 1 EA $ 2,500.00 $ 2,500.00 $ 577.50 $ 603.75 $ 603.75 $ 2,000.03 $ 2,000.03 108011-101 UTILITY FIXTURE, 1" METER 1 AS $ 750.03 $ 750.00 $ 1,402.50 $ 1,466.25 $ 1,466.25 $ 730.03 $ 730.03 1080-11-103 UTILITY FIXTURE, 2' TAPPING SADDLE 61' CORP STOP 1 AS $ 2,50003 $ 2,500.03 $ 1,70500 $ 1,782.50 $ 1,782.50 $ 2,500.03 $ 2,50000 Subtotal $ 413,601.39 Contlngenry1 10% $ 41,360.14 Posted: March 30, 2017 at 1.30 PM To be removed: AprA 10, 2017 et 1:30 PM $ 454,961.53 Stefan K. Matthes, P.E. Florida Registration No. 38723 547,318.25 651,250. Project No. PW 01-00.02.17 SECTION 00300 BID FORM City Council City of Okeechobee, Florida 55 SE 3rd Avenue Okeechobee, FL 34974 Original , Seminole Design -Build Inc (BIDDER'S COMPANY NAME) I have received the documents titled Taylor Creek Centennial Park Project No. . I have also received addendum number 1 through 7 and have included their provisions in my bid. I have examined both the bid documents and the construction site and submit the following bid in which I agree: 1. To hold my bid open until an agreement has been executed between City of Okeechobee and accepted Bidder, including receipt of the Public Construction and Maintenance Bo ds, or until 90 days after bids are opened, whichever is longer. 2. Regarding the Disposition of Bid Security: to accept the provisions of the Instructions to the Bidders. 3. To enter into and execute a Contract on the basis of this bid and to furnish a 100% Public Construction Bond in accordance with the Instructions to Bidders to guarantee my workmanship and materials to be free from construction defects for a period of not less than one (1) year, if this bid is accepted. 4. To accomplish the work included in, and in accordance with the Contract Documents, if this bid is accepted. 5. To start work within thirty (30) calendar days from the date of the Notice to Proceed and thereafter to complete the work within one hundred and twenty (120) calendar days, unless the time is modified by provisions of the contract, if this bid is acceped. 1 6. Regarding Compensation for the proposed work: if this bid is accepted, I will construct this project on a unit price basis as reflected in the Bid Unit Price Schedule on pales 3-5 of this addendum. 7. Regarding the Award of the Contract: if I am awarded a contract for this project, I understand that the award may be for all or any portion thereof of the items listed under the Bid Unit Price Schedule. Bid # PW 01-00-02-17 Addendum #7 Page 2 of 6 1: SLIT mole DP3i9r - Pucicb BID UNIT PRICE SCHEDULE TAYLOR CREEK CENTENNIAL PARK ITEM NO. I DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 101-1A MOBILIZATION / DEMOBI IIZATION LS 1 $ 41,741.70 $ 41,741.70 101-1B PRE -CONSTRUCTION VIDE LS 1 $ 660.00 $ 660.00 102-1 MAINTENANCE OF TRAFFIC LS 1$ 550.00 $ 550.00 104-2A PREVENTION, CONTROL &'ABATEMENT OF EROSION AND WATER POLLUTION LS 550.00 $ 550.00 $ 550.00 104-10-3 SEDIMENT BARRIER I LF 685 $ 1.65 $ 1,130.25 104-11 FLOATING TURBIDITYBAR(IER LF 620 $ 7.98 $ 4,947.60 104-15 SOIL TRACKING DEVICE I EA 1 $ 2,750.00 $ 2,750.00 104-18 INLET PROTECTION SYSTEM EA 7 $ 82.50 $ 577.50 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS LS 1 $ 9,900.00 $ 9,900.00 110-1-1 CLEARING & GRUBBING ACRES 2.5 $ 220.00 $ 550.00 110-4 MAINTENANCE OF EXIST+ DRAINAGE IS 1 $ 220.00 $ 220.00 120-1A REGULAR EXCAVATION & EMBANKMENT LS 1 $ 17,600.00 $ 17,600.00 120-4 SUBSOIL EXCAVATION 1 CY 600 $ 11.00 $ 6,600.00 120-6A EMBANKMENT -SAND BEACH SY 200 $ 27.50 $ 5,500.00 160 STABILIZED SUBGRADE (12" THICK) SY 1243 $ 3.30 $ 4,101.90 285-715 BASE (LBR 100) (18" THIO) SY 1198 $ 27.78 $ 33,280.44 327-70-01 MILL EXISTING ASPHALTIC 1" AVERAGE DEPTH PAVEMENT, SY 333 $ 6.60 $ 2,197.80 334-1-13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (SP -9.5) TON 118 $ 143.00 $ 16,874.00 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' EA 3 $ 1,375.00 $ 4,125.00 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' EA 2 $$ 2,860.00 5,720.00 425-1-901 INLET, SPECIAL, BAFFLE BOX EA 1 $104,458.20 $ 104,458.20 425-10 YARD INLET 1EA 5 $ 1,320.00 $ 6,600.00 425-2-41 MANHOLE, P-7, < 10' EA 1 $ 2,530.00 $ 2,530.00 425-2-71 MANHOLE, J-7, < 10' EA 2 $ 2,860.00 $ 5,720.00 430-174-112A PIPE CULVERT, ADS, ROUND, 12" LF 330 $ 19.47 $ 6,425.10 Bid # PW 01-00-02-17 Page 3 of 6 Addendum #7 i ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 430-174-115A PIPE CULVERT, ADS, ROUND, 15" LF 36 $ 27.50 $ 990.00 430-174-118A PIPE CULVERT, ADS, ROUdD, 18" LF 48 $ 31.90 $ 1,531.20 430-174-118 PIPE CULVERT, RCP, ROUN6,18" LF 36 $ 55.00 $ 1,980.00 430-174-124 PIPE CULVERT, RCP, ROUND, 24" LF 105 $ 57.20 $ 6,006.00 430-174-130 PIPE CULVERT, RCP, ROUND, 30" LF 162 $ 64.90 $ 10,513.80 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" 1 LF 50 $ 57.75 $ 2,887.50 430-174-230 1 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" LF 56 $ 108.35 $ 6,067.60 430-982-123 MITERED END SECTION, RCP, 15" EA 1 $ 302.50 $ 302.50 430-982-125 MITERED END SECTION, RCP, 18" EA 2 $ 579.70 $ 1,159.40 430-982-129 1 MITERED END SECTION, RCP, 24" EA 1 $ 803.00 $ 803.00 430-982-625 MITERED END SECTION, RCP, 14" x 23" EA 1 $ 579.70 $ 579.70 520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 94 $ 33.00 $ 3,102.00 520-2-4 CONCRETE CURB, TYPE D I LF 610 $ 9.90 $ 6,039.00 522-1 CONCRETE SIDWALK, 4" TFIICK SY 656 $ 32.18 $ 21,110.08 527-2 DETECTABLE MAT SF 36 $44.55 $ 1,603.80 530-3 RIPRAP - BANK AND SH0R� SY 640 $ 87.45 $ 55,968.00 570-1-2 PERFORMANCE TURF (SO!) SY 7,200 $ 1.65 $ 11,880.00 580-1-1 LANDSCAPE COMPLETE -SMALL PLANTS LS 1 $ 14,786.20 $ 14,786.20 580-1-2 LANDSCAPE COMPLETE -LARGE PLANTS LS 1 $ 35,200.00 $ 35,200.00 590-1 LANDSCAPE IRRIGATION SYSTEM LS 1 $ 54,450.00 $ 54,450.00 700-1-11A SINGLE POST SIGN - F&I, HJANDICAPPED EA 1 $ 484.00 $ 484.00 700-1-11B 1 SINGLE POST SIGN - F&I, STOP i EA 2 $ 484.00 $ 968.00 700 1-12 SINGLE POST SIGN - F&I, STOP/DO NOT ENTER EA 2 $$ 484.00 968.00 711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID (6") LF 400 $ 6.05 $ 2,420.00 711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, (12") LF 140 $ 2.42 $ 338.80 Bid # PW 01-00-02-17 Page 4 of 6 Addendum #7 ITEM NO. DESCRIPTION UNIT MEASURE EST. (WAN.UNIT PRICE AMOUNT 711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, (24") 1 LF 52 $ 4.84 $ 251.68 711-11-170 THERMOPLASTIC, STANDARD, DWHITE, ARROW EA 2 $ 165.00 $ 330.00 711-11-460 THERMOPLASTIC, STANDARD, BLUE, MESSAGE (HANDICAPPED YMBOL) EA 1 $ 341.00 $ 341.00 1000 MANATEE PROTECTION 1 LS 1 $ 8,580.00 $ 8,580.00 1050-11-221 1 UTILITY PIPE, 1" WATER SERVICE, POLY LF 150 $ 13.20 $ 1,980.00 1050-11-223 UTILITY PIPE, 6" SANITARYISERVICE, PVC LF 165 $ 22.00 $ 3,630.00 1055-11-273 UTILITY FITTING, 6" SANITiRY CLEANOUT EA 3 $ 357.50 $ 1,072.50 1060 15 UTILITY STRUCTURE, SANITARY MANHOLE, MODIFY, INSIDE DROP 1 EA 1 $ 577.50 $ 577.50 1080-11-101 UTILITY FIXTURE, 1" METER AS 1 $ 1,402.50 $ 1,402.50 1080-11-103 UTILITY CORP STOP FIXTURE, 2" TAPPING SADDLE & 1" EA 1 $ 1,705.00 $ 1,705.00 ESTIMATED BASE BID AMOUNT (Based on Bid Unit Prices & Estimated Quantities, a summation of Pages 3 to 5) $ 547,318.25 Five Hundred Forty Seven Thousand Three Hundred Eighteen Dollars & Twenty Five Cents $ 547,318.25 Bid # PW 01-00-02-17 Addendum #7 Page 5 of 6 ti SECTION 00300 BID FORM City Council City of Okeechobee, Florida 55 SE 3rd Avenue Okeechobee, FL 34974 ORIGINAL Dickerson Florida, Inc. (BIDDER'S COMPANY NAME) I have received the document � titled Taylor Creek Centennial Park Project No. . I have also received addendum number I through 7 and have included their provisions in my bid. I have examined both the bid dacuments and the construction site and submit the following bid in which I agree: 1. To hold my bid open until an agreement has been executed between City of Okeechobee and accepted Bidder, including receipt of the Public Construction and Maintenance Bonds, or until 90 days after bids are opened, whichever is longer. 2. Regarding the Disposition of Bid Security: to accept the provisions of the Instructions to t le Bidders. 3. To enter into and execute a Contract on the basis of this bid and to furnish a 100% Public Construction Bond in accordance with the Instructions to Bidders to guarantee my vforkmanship and materials to be free from construction defects for a period of not less than one (1) year, if this bid is accepted. 4. To accomplish the work included in, and in accordance with the Contract Documents, if this bid is accepted. 5. To start work within thirty (30) calendar days from the date of the Notice to Proceed and thereafter to complete the work within one hundred and twenty (120) calendar days, unless the time is modified by provisions of the contract, if this bid is accep-ed. 6. Regarding Compensation for the proposed work: if this bid is accepted, I will construct this project on a unit price basis as reflected in the Bid Unit Price Schedule on pages 3 to 5 of this addendum. 7. Regarding the Prard of the Contract: if I am awarded a contract for this project, I understand that the award may be for all or any portion thereof of the items listed under the Bid Unit Price Schedule. Bid # PW 01-00-02-17 Page 2 of 6 Addendum #7 Dicl5prson �lorrdcL BID UNIT PRICE SCHEDULE T YLOR CREEK CENTENNIAL PARK ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 101-1A ++� MOBILIZATION / DEMOBILIlATION LS 1 $ 85,000.00 $ 85,000.00 101-1B PRE -CONSTRUCTION VIDEO LS 1 $ 500.00 $ 500.00 102-1 MAINTENANCE OF TRAFFIC' LS 1 $ 500.00 $ 500.00 104-2A PREVENTION, CONTROL & ABATEMENT OFLS EROSION AND WATER POLLUTION 1 $ 1500.00 $ 1500.00 104-10-3 SEDIMENT BARRIER LF 685 $ 1.00 $ 685.00 104-11 FLOATING TURBIDITY BARRIER LF 620 $ 5.00 $ 3100.00 104-15 SOIL TRACKING DEVICE EA 1 $ 1500.00 $ 1500.00 104-18 INLET PROTECTION SYSTEr1t EA 7 $ 60.00 $ 420.00 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS LS 1 $ 7500.00 $ 7500.00 110-1-1 CLEARING & GRUBBING I ACRES 2.5 $ 500.00 $ 1250.00 110-4 MAINTENANCE OF EXISTING DRAINAGE 1 LS 1 $ 500.00 $ 500.00 120-1A REGULAR EXCAVATION & EMBANKMENT IS 1 $ 40,000.00 $ 40,000.00 120-4 SUBSOIL EXCAVATION IL CY 600 $ 10.00 $ 6000.00 120-6A EMBANKMENT -SAND BEACH SY 200 $ 15.00 $3000.00 160 STABILIZED SUBGRADE (12 j THICK) SY 1243 $ 7.00 $ 8701.00 285-715 BASE (LBR 100) (18" THICK) SY 1198 $ 23.00 $27,554.00 327-70 Ol MILL EXISTING ASPHALTIC PAVEMENT, 1" AVERAGE DEPTH SY 333 $ 20.00 $ 6660.00 334-1-13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (SP -9.5) TON 118 $ 130.00 $15,340.00 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' EA 3 $ 2200.00 $ 6600.00 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' EA 2 $ 4200.00 $ 8400.00 425-1-901 INLET, SPECIAL, BAFFLE BO1( EA 1 $ 115,000.00 $ 115,000.00 425-10 YARD INLET I EA 5 $ 1200.00 $ 6000.00 425-2-41 MANHOLE, P-7, < 10' 1 EA 1 $ 3000.00 $ 3000.00 425-2-71 MANHOLE, J-7, < 10' EA 2 $ 4400.00 $ 8800.00 430-174-112A PIPE CULVERT, ADS, ROUND, 12" LF 330 $ 25.00 $ 8250.00 Bid # PW 01-00-02-17 Page 3 of 6 Addendum #7 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 430-174-115A PIPE CULVERT, ADS, ROUND, 15" LF 36 $ 28.00 $ 1008.00 430-174-118A PIPE CULVERT, ADS, ROUND, 18" LF 48 $ 35.00 $ 1680.00 430-174-118 PIPE CULVERT, RCP, ROUND, 18" LF 36 $ 45.00 $ 1620.00 430-174-124 PIPE CULVERT, RCP, ROUND, 24" LF 105 $ 55.00 $ 5775.00 430-174-130 PIPE CULVERT, RCP, ROUND, 30" LF 162 $ 78.00 $ 12,636.00 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" LF 50 $ 55.00 $ 2750.00 430-174-230 PIPE CULVERT, RCP, ELLIPT CAL, 24" x 38" LF 56 $ 110.00 $ 6160.00 430-982-123 MITERED END SECTION, R P, 15" EA 1 $ 1500.00 $ 1500.00 430-982-125 MITERED END SECTION, R P, 18" EA 2 $ 2000.00 $ 4000.00 430-982-129 MITERED END SECTION, RCP, 24" 1 EA 1 $ 2600.00 $ 2600.00 430-982-625 MITERED END SECTION, RCP, 14" x 23" EA 1 $ 2400.00 $ 2400.00 520-1-10 CONCRETE CURB & GUTTED, TYPE F LF 94 $ 35.00 $ 3290.00 520-2-4 CONCRETE CURB, TYPE D LF 610 $ 13.00 $ 7930.00 522-1 CONCRETE SIDWALK, 4" TRICK SY 656 $ 35.00 $ 22,960.00 527-2 DETECTABLE MAT SF 36 $ 25.00 $ 900.00 530-3 RIPRAP - BANK AND SHORN SY 640 $ 60.00 $ 38,400.00 570-1-2 PERFORMANCE TURF (SODI) SY 7,200 $ 1.75 $ 12,600.00 580-1-1 LANDSCAPE COMPLETE - SMALL PLANTS LS 1 $ 30,000.00 $ 30,000.00 580-1-2 LANDSCAPE COMPLETE - LARGE PLANTS LS 1 $ 50,000.00 $ 50,000.00 590-1 LANDSCAPE IRRIGATION SYSTEM IS 1 $ 60,000.00 $ 60,000.00 700-1-11A SINGLE POST SIGN -F&I, I ANDICAPPED EA 1 $ 140.00 $ 140.00 700-1-11B SINGLE POST SIGN - F&I, STOP EA 2 $ 220.00 $ 440.00 700-1-12 SINGLE POST SIGN - F&I, STOP/DO NOT ENTER EA 2 $ 300.00 $ 600.00 711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID (6„) IF 400 $ 3.00 $ 1200.00 THERMOPLASTIC, STANDARD, WHITE, SOLID, (12„) LF 140 $ 6.00 $ 840.00 Bid # PW 01-00-02-17 Page 4 of 6 Addendum #7 z 1 ITEM NO. I DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, (24") j LF 52 $ 12.00 624.00 711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW 1 EA 2 $ 170.00 $ 340.00 711-11 460 THERMOPLASTIC, STANDARD, BLUE, MESSAGE (HANDICAPPED S4,'MBOL) EA 1 $ 650.00 $ 650.00 1000 MANATEE PROTECTION I LS 1 $ 3300.00 $ 3300.00 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY LF 150 $ 24.00 $ 3600.00 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC LF 165 $ 28.00 $ 4620.00 1055-11-273 UTILITY FITTING, 6" SANITAY�tCLEANOUT EA 3 $ 620.00 $ 1860.00 1060-15 UTILITY STRUCTURE, SANITAI!RY MANHOLE, MODIFY, INSIDE DROP 1 EA 1 $ 2000.00 $ 2000.00 1080-11-101 UTILITY FIXTURE, 1" METER) AS 1 $ 730.00 $ 730.00 1080-11-103 UTILITY CORP STOP URE, 2" TAPPING SADDLE & 1" EA 1 $ 2500.00 $ 2500.00 ESTIMATED BASE BID AMOUNT (Based on Bid Unit Prices & Estimated Quantities, a summation of Pages 3 to 5) $ 657,413.00 $ 657,413.00 Bid # PW 01-00-02-17 Page 5 of 6 Addendum #7 c•. SECTION 00300 BID FORM City Council City of Okeechobee, Florida 55 SE 3rd Avenue Okeechobee, FL 34974 'Pen prod Cons-h-uctli n (BIDDERS COMPANY NAME) I have received the documents titled Taylor Creek Centennial Park Project No. . I have also received addendum number through LO and have included their provisions in my bid. I have examined both the bid documents and the construction site and submit the following bid in which I agree: 1. To hold my bid open until an agreement has been executed between City of Okeechobee an accepted Bidder, including receipt of the Public Construction and Maintenance Bo ds, or until 90 days after bids are opened, whichever is longer. 2. Regarding the bisposition of Bid Security: to accept the provisions of the Instructions to the Bidders. 3. To enter into and execute a Contract on the basis of this bid and to furnish a 100% Public Construction Bond in accordance with the Instructions to Bidders to guarantee my v+iorkmanship and materials to be free from construction defects for a period of At less than one (1) year, if this bid is accepted. 4. To accomplish he work included in, and in accordance with the Contract Documents, if tis bid is accepted. wi 5. To start work hin ten (10) calendar days from the date of the Notice to Proceed and thereafter to complete the work within 90 calendar clays, unless the time is modified by proiiisions of the contract, if this bid is accepted. 6. Regarding Comfensation for the proposed work: if this bid is accepted, I will construct this project on a unit price basis as reflected in the Bid Unit Price Schedule on pages 300-2 and 300-7 of this bid. 7. Regarding the /ward of the Contract: if I am awarded a contract for this project, I understand that the award may be for all or any portion thereof of the items listed under the Bid Unit Price Schedule. Bid # PW 01-00-02-17 Addendum #5 Page 2 of 3l 4 Rnrod Oons-fr-(ta-f-ior) BID UNIT PRICE SCHEDULE TAYLOR CREEK CENTENNIAL PARK ITEM NO. DESCRIPT ON MUNIT EASURE EST. QUAN. UNIT PRICE AMOUNT 101-1A MOBILIZATION / DEMOBILIZATION LS 1 $ 9O.217 1$ 9t�l gn.55 101-1B PRE -CONSTRUCTION VIDEO LS 1 $ (190 - $ (pof 0°D 102-1 MAINTENANCE OF TRAFFIC LS 1 $ 675 S42 $ Si S o0 104-2A PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION LS 1 $ c )1'.' $ 5?5°9 104-10-3 SEDIMENT BARRIER LF 685 $ 1.75' $ 1 I I q 2. '1s 104-11 FLOATING TURBIDITY BAR IER LF 620 $ it.35 $ 50-77 .oO 104-15 SOIL TRACKING DEVICE EA 1 $ 2,Y75.0a $ 2,g75.00 104-18 INLET PROTECTION SYSTEM EA 7 $ 8'4.25 $ (003 , 75 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS L5 1 $ /01.3SA.4 $ /0, 3350.0D 110-1-1 CLEARING & GRUBBING ACRES 2.5 $ 230 $ 5'76°...f..) 110-4 MAINTENANCE OF EXISTII'G DRAINAGE LS 1. $ 2WS- $ 230o1? 120-1A REGULAR EXCAVATION & EMBANKMENT LS 1 $ ! glt(O662- $ (C goof 120-4 SUBSOIL EXCAVATION CY 600 $ 11 . 50 $ 4,q00 °D 120-6A EMBANKMENT -SAND BEACH SY 200 $ 22,15 $ 515o°- 160 STABILIZED SUBGRADE (12" THICK) SY 1243 $' 3,45 $ 428i.as 285-715 BASE (LBR 100) (18" THICI) SY 1198 $ a9 -° $,/ 7L/2. 0j 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT, 1 AVERAGE DEPTH SY 333 $ (, .90 $ ? ,297,70 334-1-13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (SP -9.5) TON 118 $ i WI .50 $ 11 l wit .00 425-1-521 INLET, DITCH BOTTOM,VyPE C, <10' EA 3 $' 14431-6° $ 14, 31Z -5C 425-1-551 INLET, DITCH BOTTOM,TYPE E, <10' EA 2 $ a /19e $ 5; 7goat 425-1-901 INLET, SPECIAL, BAFFLE BOX EA 1 $ f /t(i $ /116.,v6 f�? 425-10 YARD INLET I EA 5 $ 1,370 $ ( ,90 o0 425-2-41 MANHOLE, P-7, < 10' 1 EA 1 $ amSFS $ a i, s. oe 425-2-71 MANHOLE, J-7, < 10' EA 2 $ 2.990 $ 5926 430-174-112A PIPE CULVERT, ADS, ROUND, 12" LF 330 $ STO.35 $ (p715.50 Bid # PW 01-00-02-17 Page 3 of 31 Addendum #5 ITUNIT EM NO. DESCRIPTIONI MEASURE EST. QUAN. UNIT PRICE AMOUNT 430-174-115A PIPE CULVERT, ADS, ROUN1D, 15" LF 36 $ 'j5 °— $ /635 ° 430-174-118A PIPE CULVERT, ADS, ROUND, 18" LF 48 $ 33.35 $ /(,60.80 430-174-118 PIPE CULVERT, RCP, ROUND, 18" LF 36 $ 57.50 $ G070 .00 430-174-124 PIPE CULVERT, RCP, ROUND, 24" LF 105 $ $9 •S v $ LD 2 79 °C' 430-174-130 PIPE CULVERT, RCP, ROUND, 30" LF 162 $ (p7. 25 $1©,991.70 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" LF 50 $ (Q D • Sa 0Z $ 3 5 .00 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" LF 56 $ 113. 25 $ 4042 430-982-123 MITERED END SECTION, R P,15" EA 1 $ 3/6.25 $ 3(10.25 430-982-125 MITERED END SECTION, R P,18" EA 2 $ (p0(p‘22. $ 12[2. 430-982-129 MITERED END SECTION, RCP, 24" EA 1 $3' •so $ 839 .50 430-982-625 MITERED END SECTION, RCP, 14" x 23" EA 1 $ (QQ(p $ (Op 520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 94 $ 11.52 $ 3i 2430 520-2-4 CONCRETE CURB, TYPE 0 I LF 610 $ (,p.50 $ (pgp5 °--° 522-1 CONCRETE SIDWALK, 4" THICK SY 656 $ 33 .wO $ aa. oq4 527-2 DETECTABLE MAT SF 36 $ a$ , 75 $ /035 530-3 RIP RAP - BANK AND SHORE SYPo 640 $ 91 , 50 $ sa 1500 570-1-2 PERFORMANCE TURF (SOD ) SY 7,200 $ a .30 $/4,540°9- 580-1-1 LANDSCAPE COMPLETE -S1ALL PLANTS l5 1 $c21422011 Salt,� 580-1-2 LANDSCAPE COMPLETE -LARGE PLANTS LS 1 $�,( $ 51�,t"s 590-1 LANDSCAPE IRRIGATION SYSTEM 15 1 $ 52. i( $ 5?, I05 700 -1-11A SINGLE POST SIGN -F&I, HANDICAPPED EA 1 $ / -- p- $ Yo 700-1-118 SINGLE POST SIGN - F&I, STOP EA 2 $ 500 $ 1012 700-1-12 SINGLE POST SIGN -F&i, STOP/DO NOT ENTER EA 2 $ 5 $ 101Z °° 711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID (6„) LF 400 $ $ 1,1f�6D"" 711-11-123 THERMOPLASTIC STANDARD, WHITE, SOLID, (12") LF 140 $ a.50 $ 350 °-a Bid # PW 01-00-02-17 Page 4 of 31 Addendum #5 ITEM NO. DESCRIPTION MUNIT EASURE EST. Q pN, UNIT PRICE AMOUNT 711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, (24„) LF 52 $ ad o0 � 910D 2 711-11-170THERMO ARROW PLASTIC, STANDARD, WHITE, EA 2 $ 112 •i� $ ; , IS,00 7 711-11-460 RD, THERMOPLASTIC, STANDABLUE, MESSAGE (HANDICAPPED SYMBOL) EA 1 $ $ 35t�•5t7 1000 MANATEE PROTECTION I LS 1 $ 8,110 $ g 9 70 1050-11-221 UTILITY PIPE, 1” WATER SERVICE, POLY LF 150 $ 13 • $d $ 2010 1050-11-223 UTILITY PIPE, 6" SANITARY ERVICE, PVC LF 165 $ 093.00 $ 3'19 5 5P- 1055-11-273 UTILITY FITTING, 6" SANITA Y CLEANOUT , EA 3 $ 313. $ 1 t 121.25 1060-15 UTILITY STRUCTURE, SANITARY MANHOLE,EA MODIFY, INSIDE DROP 1 $ IW_� •? 3 $ 1-0)1-0).-.7g3. 1080-11-101 UTILITY FIXTURE, 1" METER AS 1 $'t lit -Wit $ 1 L.I(p(p • 25 1080-11-103 UTILITY FIXTURE, 2" TAPPI G SADDLE & 1" CORP STOP EA 1 $ 7g2 -Sb $ 7 82 •.Sb ESTIMATED BASE BID AMOUNT (Based on Bid Unit Prices & Estimated Quantities, a summation of Pages 00300-2 to 00300-4) $(p511251)1 $667,2.11 Bid # PW 01-00-02-17 Page 5 of 31 Addendum #5 34e -f' e,-� + 10/4/2016 100% ENGINEER'S ESTIMATE OF PROBABLE CONST.COST TAYLOR CREEK CENTENNIAL PARK CULPEPPER b, TERPENINO, INC CONSULTING ...NEER, I LAND 6"RVCVCR! Pay Item Number Pay Item Description Quantity Unit Engineer's Unit Cost Engineer's Subtotal Cost 101-1A MOBILIZATION/DEMOBILIZATION 1 LS 15.0% $ 43,843.07 101-1B PRE -CONSTRUCTION VIDEO 1 LS $ 750.00 $ 750.00 102-1 MAINTENANCE OF TRAFFIC 1 LS 2.5% $ 7,092.37 104-2A PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER 1 LS $ 1,500.00 $ 1,500.00 104-10-3 SEDIMENT BARRIER 685 LF $ 1.25 $ 856.25 104-11 FLOATING TURBIDITY BARRIER 620 LF $ 5.00 $ 3,100.00 104-15 SOIL TRACKING DEVICE 1 EA $ 2,500.00 $ 2,500.00 104-18 INLET PROTECTION SYSTEM 7 EA $ 225.00 $ 1,575.00 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS 1 LS $ 4,500.00 $ 4,500.00 110-1-1 CLEARING AND GRUBBING (SELECT) 2.5 ACRES $ 4,500.00 $ 11,250.00 110-4 MAINTENANCE OF EXISTING DRAINAGE 1 LS $ 2,500.00 $ 2,500.00 120-1A REGULAR EXCAVATION & EMBANKMENT 1 LS $ 5,000.00 $ 5,000.00 120-4 SUBSOIL EXCAVATION 600 CY $ 8.00 $ 4,800.00 120-6A EMBANKMENT -SAND BEACH 200 SY $ 5.00 $ 1,000.00 0160 COMPACTED SUBGRADE (12" THICK) 1243 SY $ 2.00 $ 2,486.00 285-715 OPTIONAL BASE GROUP 15 LBR 100 (18" THICK) 1198 SY $ 18.00 $ 21,564.00 327-70-01 MILL EXISTING ASPHALT PAVEMENT, 1" AVERAGE DEPTH 333 SY $ 2.50 $ 832.50 334-1-13 SUPERPAVE ASPHALTIC CONC., TRAFFIC C - SP -9.5 118 TN $ 93.00 $ 10,974.00 425-1-521 INLETS, DITCH BOTTOM, TYPE C, <10' 3 EA $ 2,500.00 $ 7,500.00 425-1-551 INLETS,DITCH BOTTOM, TYPE E, <10' 2 EA $ 3,300.00 $ 6,600.00 425-1-901 INLETS, SPECIAL BAFFLE BOX 1 EA $ 60,000.00 $ 60,000.00 425-10 YARD INLET 5 EA $ 1,800.00 $ 9,000.00 425-2-41 MANHOLE, P-7, <10' 1 EA $ 3,500.00 $ 3,500.00 425-2-71 MANHOLE,J-7,<10' 2 EA $ 6,500.00 $ 13,000.00 430-174-112A PIPE CULVERT, ADS, ROUND, 12" 330 LF $ 15.00 $ 4,950.00 430-174-115A PIPE CULVERT, ADS, ROUND, 15" 36 LF $ 20.00 $ 720.00 430-174-118A PIPE CULVERT, ADS, ROUND, 18" 48 LF $ 28.00 $ 1,344.00 430-174-118 PIPE CULVERT, RCP, ROUND, 18" 36 LF $ 45.00 $ 1,620.00 430-174-124 PIPE CULVERT, RCP, ROUND, 24" 105 LF $ 55.00 $ 5,775.00 430-174-130 PIPE CULVERT, RCP, ROUND, 30" 162 LF $ 70.00 $ 11,340.00 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" 50 LF $ 40.00 $ 2,000.00 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" 56 LF $ 75.00 $ 4,200.00 430-982-123 MITERED END SECTION, RCP, 15" 1 EA $ 810.00 $ 810.00 430-982-125 MITERED END SECTION, RCP, 18" 2 EA $ 900.00 $ 1,800.00 430-982-129 MITERED END SECTION, RCP, 24" 1 EA $ 1,070.00 $ 1,070.00 430-982-625 MITERED END SECTION, RCP, 14" x 23" 1 EA $ 990.00 $ 990.00 520-1-10 CONCRETE CURB & GUTTER, TYPE F 94 LF $ 15.00 $ 1,410.00 520-2-4 CONCRETE CURB, TYPE D 610 IF $ 10.00 $ 6,100.00 522-1 CONCRETE SIDEWALK (4" THICK) 656 SY $ 32.00 $ 20,992.00 527-2 DECTABLE WARNINGS 36 SF $ 51.00 $ 1,836.00 530-3 RIPRAP - BANK & SHORE 640 SY $ 55.00 $ 35,200.00 570-1-2 PERFORMANCE TURF, SOD 7200 SY $ 1.25 $ 9,000.00 580-1-1 LANDSCAPE COMPLETE - SHRUBS 1 LS $ 14,500.00 $ 14,500.00 580-1-2 LANDSCAPE COMPLETE -TREES 1 LS $ 32,500.00 $ 32,500.00 590-1 LANDSCAPE IRRIGATION SYSTEM 1 L5 $ 16,000.00 $ 16,000.00 700-1-11A SINGLE POST SIGN - F&I, HANDICAPPED 1 EA $ 150.00 $ 150.00 700-1-11B SINGLE POST SIGN -F&I, STOP 2 EA $ 250.00 $ 500.00 700-1-12 SINGLE POST SIGN - F&I, STOP/DO NOT ENTER 2 EA $ 350.00 $ 700.00 711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" 400 LF $ 0.75 $ 300.00 711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID,12" 140 LF $ 1.50 $ 210.00 711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" 52 LF $ 3.10 $ 161.20 711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW 2 EA $ 50.00 $ 100.00 711-11-460 THERMOPLASTIC, STANDARD, BLUE, MESSAGE (HANDICAPPED) 1 EA $ 300.00 $ 300.00 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY 150 LF $ 5.00 $ 750.00 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC 165 LF $ 20.00 $ 3,300.00 1050-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT 3 EA $ 500.00 $ 1,500.00 1060-15 UTILITY STRUCTURE, SANITARY MANHOLE, MOD, INSIDE DROP 1 EA $ 2,500.00 $ 2,500.00 1080-11-101 UTILITY FIXTURE, 1" METER 1 AS $ 750.00 $ 750.00 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1" CORP STOP 1 AS $ 2,500.00 $ 2,500.00 Subtotal $ 413,601.39 Contingency 1 10% $ 41,360.14 $ 454,961.53 Stefan K. Matthes, P.E. Florida Registration No. 38723 May 16, 2017 PAGE 3 of 3 VIII. NEW BUSINESS CONTINUED B. Motion to award a bid in the amount of $547,318.25 to Seminole Design Build for Centennial Park Storm Water Improvements, Project No. PW 01-00-02-17 - City Administrator (Exhibit 2). C. Motion to approve a reduction of Scope of Services for Centennial Park Storm Water Improvements, Project No. PW 01-00-0217 — City Administrator (Exhibit 3). IX. ADJOURN MEETING — Mayor PLEASE TAKE NOTICE AND BE ADVISED that if any person desires to appeal any decision made by the City Council with respect to any matter considered at this proceeding, s ch interested person will need a record of the proceeding, and for such purpose may need to ensure a verbatim record of the proceeding is made, which record includes the testimony�nd evidence upon which the appeal is to be based. City Clerk recordings are for the sole purpose of backup for official records of the Clerk. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the City Clerk's Office no late than two business days prior to proceeding, 863-763-3372. BE ADVISED that should you intend to show any document, picture, video or items to the Council in support or opposition to any item on the agenda; a copy of the document, pictu e, video, or item must be provided to the City Clerk for the City's records. BID TABULATION CENTENNIAL PARK STORM WATER IMPROVEMENTS Seminole Design Build Penrod Const ion Exhibit 2 May 16, 2017 k Pay Item Number Pay Item Description quantity Unit Unit Price Subtotal Amount Unit Price Subtotal Amount Unit Price Subtotal Amount 101-1A MOBIUZATION/DEMOBILIZATION 1 L5 $ 41,741.70 $ 41,741.70 $ 660.00 $ 550.00 $ 550.00 $ 1,130.25 $ 4,947.60 $ 2,750.00 $ 577.50 $ 9,900.00 $ 550.00 $ 220.00 $ 17,600.00 $ 6,600.00 $ 5,500.00 $ 4,101.90 $ 33,280.44 $ 2,197.80 $ 16,874.00 $ 4,125.00 $ 5,720.00 $ 104,458.20 $ 6,600.00 $ 2,530.00 $ 5,720.00 $ 6,425.10 $ 990.00 $ 1,531.20 $ 1,980.00 5 6,006.00 $ 10,513.80 $ 2,887.50 $ 6,067.60 $ 302.50 $ 1,159.40 5 803.00 $ 579.70 $ 3,102.00 $ 6,039.00 $ 21,110.08 $ 1,603.80 $ 55,968.00 $ 11,880.00 $ 14,786.20 $ 35,200.00 $ 54,450.00 $ 484.00 $ 968.00 $ 968.00 $ 2,420.00 $ 338.80 $ 251.68 $ 330.00 $ 341.00 $ 8,580.00 $ 1,980.00 $ 3,630.00 $ 90,817.55 $ 90,817.55 $ 85,000.00 $ 85,000.00 101-18 PRE -CONSTRUCTION VIDEO 1 L5 $ 660.00 $ 690.00 $ 690.00 $ 500.00 $ 500.00 102-1 MAINTENANCE OF TRAFFIC 1 LS $ 550.00 $ 575.00 $ 575.00 $ 500.00 $ 500.00 104-2A PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER 1 LS $ 550.00 $ 575.00 5 575.00 5 1,500.00 $ 1,500.00 104-10-3 SEDIMENT BARRIER 685 LF $ 1.65 $ 1.75 $ 1,198.75 $ 1.00 $ 685.00 104-11 FLOATING TURBIDITY BARRIER 620 LF $ 7.98 $ 8.35 $ 5,177.00 $ 5.00 $ 3,100.00 104-15 SOIL TRACKING DEVICE 1 EA $ 2,750.00 $ 2,875.00 $ 2,875.00 $ 1,500.00 $ 1,500.00 104-18 INLET PROTECTION SYSTEM 7 EA $ 82.50 $ 86.25 5 603.75 $ 60.00 $ 420.00 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS 1 L5 $ 9,900.00 $ 10,350.00 $ 10,350.00 $ 7,500.00 $ 7,500.00 110-1-1 CLEARING AND GRUBBING (SELECT) 2.5 ACRES $ 220.00 $ 230.00 $ 575.00 $ 500.00 $ 1,250.00 110-4 MAINTENANCE OF EXISTING DRAINAGE 1 LS $ 220.00 $ 230.00 $ 230.00 $ 500.00 $ 500.00 120-1A REGULAR EXCAVATION & EMBANKMENT 1 L5 $ 17,600.00 $ 18,400.00 $ 18,400.00 $ 40,000.00 $ 40,000.00 120-4 SUBSOIL EXCAVATION 600 CY $ 11.00 $ 11.50 $ 6,900.00 $ 10.00 $ 6,000.00 120-6A EMBANKMENT -SAND BEACH 200 SY $ 27.50 $ 28.75 $ 5,750.00 $ 1.5.00 $ 3,000.00 0160 COMPACTED SUBGRADE (12" THICK) 1243 5Y $ 3.30 5 3.45 $ 4,288.35 $ 7.00 $ 8,701.00 285-715 OPTIONAL BASE GROUP 15 LBR 100 (18" THICK) 1198 SY $ 27.78 $ 29.00 $ 34,742.00 $ 23.00 $ 27,554.00 327.70-01 MILL EXISTING ASPHALT PAVEMENT, 1" AVERAGE DEPTH 333 SY 5 6.60 $ 6.90 $ 2,297.70 5 20.00 $ 6,660.00 334-1.13 SUPERPAVE ASPHALTIC CONC., TRAFFIC C - SP -9.5 118 TN $ 143.00 5 149.50 $ 17,641.00 $ 130.00 $ 15,340.00 425-1-521 INLETS, DITCH BOTTOM, TYPE C, <10' 3 EA $ 1,375.00 $ 1,437.50 $ 4,312.50 $ 2,200.00 $ 6,600.00 425-1-551 INLETS DITCH BOTTOM, TYPE E, <10' 2 EA $ 2,860.00 $ 2,990.00 5 5,980.00 $ 4,200.00 $ 8,400.00 425-1-901 INLETS, SPECIAL BAFFLE BOX 1 EA $ 104,458.20 $ 114,236.40 $ 114,236.40 $ 115,000.00 $ 115,000.00 425-10 YARD INLET 5 EA $ 1,320.00 $ 1,380.00 $ 6,900.00 $ 1,200.00 $ 6,000.00 425-2-41 MANHOLE, P-7, <10' 1 EA $ 2,530.00 $ 2,645.00 $ 2,645.00 $ 3,000.00 $ 3,000.00 425-2-71 MANHOLE, 1-7,<10' 2 EA 5 2,860.00 $ 2,990.00 $ 5,980.00 $ 4,400.00 $ 8,800.00 430-174-112A PIPE CULVERT, ADS, ROUND, 12" 330 LF $ 19.47 $ 20.35 $ 6,715.50 $ 25.00 $ 8,250.00 430-174-115A PIPE CULVERT, ADS, ROUND, 15" 36 LF 5 27.50 _ 5 28.75 $ 1,035.00 5 28.00 5 1,008.00 430-174-118A PIPE CULVERT, ADS, ROUND, 18" 48 LF $ 31.90 $ 33.35 $ 1,600.80 $ 35.00 $ 1,680.00 430-174-118 PIPE CULVERT, RCP, ROUND, 18" 36 LF $ 55.00 $ 57.50 $ 2,070.00 $ 45.00 $ 1,620.00 430-174-124 PIPE CULVERT, RCP, ROUND, 24" 105 IF 5 57.20 $ 59.80 $ 6,279.00 $ 55.00 $ 5,775.00 430-174-130 PIPE CULVERT, RCP, ROUND, 30" 162 LF $ 64.90 $ 67.85 $ 10,991.70 5 78.00 $ 12,636.00 430-174-218 PIPE CULVERT, RCP, E WPTICAL, 14" x 23" 50 LF $ 57.75 $ 60.50 $ 3,025.00 5 55.00 5 2,750.00 430.174-230 PIPE CULVERT, RCP, EWPTICAL, 24"x38" 56 LF $ 108.35 $ 113.25 5 6,342.00 $ 110.00 $ 6,160.00 430-982-123 MITERED END SECTION, RCP, 15"1 EA $ 302.50 $ _ _ 316.25 $ 316.25 $ 1,500.00 $ 1,500.00 430.982.125 MITERED END SECTION, RCP, 18"2 EA $ 579.70 $ 606.00 5 1,212.00 $ 2,000.00 $ 4,000.00 430.982.129 MITERED END SECTION, RCP, 24"1 EA 5 803.00 $ 839.50 5 839.50 5 2,600.00 $ 2,600.00 430-982-625 MITERED END SECTION, RCP, 14" x 23"1 EA $ 579.70 5 606.00 $ 606.00 $ 2,400.00 $ 2,400.00 520-1-10 CONCRETE CURB & GUTTER, TYPE F 94 LF $ 33.00 5 34.50 $ 3,243.00 $ 35.00 $ 3,290.00 520-2-0 CONCRETE CURB, TYPE D 610 LF $ 9.90 $ 10.50 $ 6,405.00 $ 13.00 5 7,930.00 522.1 CONCRETE SIDEWALK (4" THICK) 656 SY $ 32.18 $ 33.60 $ 22,041.60 $ 35.00 $ 22,960.00 527-2 DECTABLE WARNINGS 36 SF $ 44.55 $ 28.75 $ 1,035.00 $ 25.00 $ 900.00 530-3 RIPRAP - BANK&SHORE 640 5Y 5 97.45 $__ 91.50 $ 58,560.00 $ 60.00 $ 38,400.00 570-1-2 PERFORMANCE TURF, 50D 7200 SY $ 1.65 $ 2.30 $ 16,560.00 $ 1.75 $ 12,600.00 580-1-1 LANDSCAPE COMPLETE - SHRUBS 1 L5 $ 14,786.20 $ 24,220.44 $ 24,220.44 $ 30,000.00 $ 30,000.00 580-1-2 LANDSCAPE COMPLETE -TREES 1 L5 $ 35,200.00 $ 56,056.75 $ 56,056.75 5 50,000.00 $ 50,000.00 590-1 LANDSCAPE IRRIGATION SYSTEM 1 L5 $ 54,450.00 $ 52,105.35 $ 52,105.35 $ 60,000.00 $ 60,000.00 700-1.11A SINGLE POST SIGN -F&I, HANDICAPPED 1 EA $ 484.00 $ 506.00 $ 506.00 $ 140.00 $ 140.00 700-1-118 SINGLE POST SIGN -F&I, STOP 2 EA $ 484.00 $ 506.00 $ 1,012.00 $ 220.00 $ 440.00 700-1-12 SINGLE POST SIGN - F&I, STOP/DO NOT ENTER 2 EA $ 484.00 $ 506.00 $ 1,012.00 $ 300.00 5 600.00 711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID, 6" 400 LF $ 6.05 $ 6.50 $ 2,600.00 $ 3.00 $ 1,200.00 711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" 140 IF $ 2.42 $ 2.50 $ 350.00 $ 6.00 $ 840.00 711-11.125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" 52 LF $ 4.84 $ 5.00 $ 260.00 $ 12.00 $ 624.00 711-11.170 THERMOPLASTIC, STANDARD, WHITE, ARROW 2 EA $ 165.00 $ 172.50 $ 345.00 $ 170.00 $ 340.00 711-11-460 THERMOPLASTIC, STANDARD, BLUE, MESSAGE (HANDICAPPED) 1 EA $ 341.00 $ 356.50 $ 356.50 $ 650.00 $ 650.00 1000 MANATEE PROTECTION 1 L5 $ 8,580.00 $ 8,970.00 $ 8,970.00 $ 3,300.00 $ 3,300.00 1050.11.221 UTILITY PIPE, 1' WATER SERVICE, POLY 150 LF $ 13.20 $ 13.80 $ 2,070.00 $ 24.00 $ 3,600.00 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC 165 LF $ 22.00 $ 23.00 $ 3,795.00 $ 28.00 $ 4,620.00 1050-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT 3 EA $ 357.50 $ 1,072.50 $ 373.75 $ 1,121.25 $ 620.00 $ 1,860.00 1060-15 VERITY STRUCTURE, SANITARY MANHOLE, MOD, INSIDE DROP 1 EA $ 577.50 $ 577.50 $ 603.75 $ 603.75 $ 2,000.00 $ 2,000.00 1080-11-101 UTILITY FIXTURE, 1" METER 1 AS $ 1,402.50 $ 1,402.50 $ 1,466.25 $ 1,466.25 $ 730.00 $ 730.00 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1" CORP STOP 1 AS $ 1,705.00 $ 1,705.00 $ 1,782.50 $ 1,782.50 $ 2,500.00 $ 2,500.00 Contingency 1 $ 547,318.25 Posted: March 30, 2017 at 1:30 PM To be removed: April 10, 2017 at 1:30 PM 651,250.14 $ 657,413.00 Project No. PW 01-00-02.17 Exhibit 3 May 16,2017 Exhibit 3 will be provided at the meeting. SEMINOLE Exhibit 3 May 16,2017 DESIGN -BUILD, INC. •••••••••••••••••••• 401 SW 2nd STREET, OKEECHOBEE, FLORIDA 34974 863-467-1115 OFFICE Reduction in scope of work for Centennial Park Storm Water Improvements 285-715 Reduce 18" thick base to 8" thick reduction to price of $ 13178.00 430-174-118 Change 18" RCP pipe to PVC reduction to price of $ 234.00 430-174-124 Change 24" RCP pipe to PVC reduction to price of $ 766.50 430-174-130 Change 30" RCP Pipe to PVC reduction to price of $ 1,150.20 570-1-2 Remove performance turf (sod) reduction to price of $ 11,880.00 580-1-1 Remove Landscape Complete - Small Plants reduction to price of $ 14.786.20 580-1-2 Remove Landscape Complete - Large Plants reduction to price of $ 35,200.00 590-1 Remove Landscape Irrigation System reduction to price of $ 54,450.00 700-1-11A Remove Single Post Sign - F&I, Handicapped reduction to price of $ 484.00 700-1-11B Remove Single Post Sign - F&I, Stop reduction to price of $ 968.00 700-1-12 Remove Single Post Sign - F&I, Stop/Do Not Enter reduction to price of $ 968.00 711-11-111 Change Thermoplastic,Standard, white solid (6") to regular paint reduction to price of $ 1.280.00 711-11-123 Change Thermoplastic, standard, white solid(12") to regular paint reduction to price of $ 16.80 711-11-125 Change Thermoplastic Standard White Solid (24") to regular paint reduction to price of $ 98.28 711-11-170 Change Thermoplastic Standard White Arrow to regular paint reduction to price of $ 200.00 711-11-460 Change Thermoplastic Standard Blue Message (Handicapped Symbol) to regular paint reduction to price of $ 246.00 Price amount that was reduced came to $ 135,905.98 Bringing the new total to $ 411,412.27 7 BID UNIT PRICE SCHEDULE TAYLOR CREEK CENTENNIAL PARK ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 101-1A MOBILIZATION / DEMOBILIZATION LS 1 $41,741.70 $41,741.70 101-1B PRE -CONSTRUCTION VIDEO LS 1 $660.00 $660.00 102-1 MAINTENANCE OF TRAFFIC LS 1 $550.00 $550.00 104-2A PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION LS 1 $550.00 $550.00 104-10-3 SEDIMENT BARRIER LF 685 $1.65 $1,130.25 104-11 FLOATING TURBIDITY BARRIER LF 620 $7.98 $4,947.60 104-15 SOIL TRACKING DEVICE EA 1 $2,750.00 $2,750.00 104-18 INLET PROTECTION SYSTEM EA 7 $82.50 $577.50 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS LS 1 $9,900.00 $9,900.00 110-1-1 CLEARING & GRUBBING ACRES 2.5 $220.00 $550.00 110-4 MAINTENANCE OF EXISTING DRAINAGE LS 1 $220.00 $220.00 120-1A REGULAR EXCAVATION & EMBANKMENT LS 1 $17,600.00 $17,600.00 120-4 SUBSOIL EXCAVATION CY 600 $11.00 $6,600.00 120-6A EMBANKMENT - SAND BEACH SY 200 $27.50 $5,500.00 160 STABILIZED SUBGRADE (12" THICK) SY 1243 $3.30 $4,101.90 285-715 BASE (LBR 100) (8" THICK) SY 1198 $16.78 $20,102.44 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT, 1" AVERAGE DEPTH SY 333 $6.60 $2,197.80 334-1-13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (SP -9 5) TON 118 $143.00 $16,874.00 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' EA 3 $1,375.00 $4,125.00 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' EA 2 $2,860.00 $5,720.00 425-1-901 INLET, SPECIAL, BAFFLE BOX EA 1 $104,458.20 $104,458.20 425-10 YARD INLET EA 5 $1,320.00 $6,600.00 425-2-41 MANHOLE, P-7, < 10' EA 1 $2,530.00 $2,530.00 425-2-71 MANHOLE, J-7, < 10' EA 2 $2,860.00 $5,720.00 430-174-112A PIPE CULVERT, ADS, ROUND, 12" LF 330 $19.47 $6,425.10 430-174-115A PIPE CULVERT, ADS, ROUND, 15" LF 36 $27.50 $990.00 430-174-118A PIPE CULVERT, ADS, ROUND, 18" LF 48 $31.90 $1,531.20 Page 1 ITEM NO. DESCRIPTION UNIT MEASURE EST. DUAN. UNIT PRICE AMOUNT 430-174-118 PIPE CULVERT, PVC, ROUND, 18" LF 36 $48.50 $1,746.00 430-174-124 PIPE CULVERT, PVC, ROUND, 24" LF 105 $49.90 $5,239.50 430-174-130 PIPE CULVERT, PVC, ROUND, 30" LF 162 $57.80 $9,363.60 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" LF 50 $57.75 $2,887.50 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" LF 56 $108.35 $6,067.60 430-982-123 MITERED END SECTION, RCP, 15" EA 1 $302.50 $302.50 430-982-125 MITERED END SECTION, RCP, 18" EA 2 $579.70 $1,159.40 430-982-129 MITERED END SECTION, RCP, 24" EA 1 $803.00 $803.00 430-982-625 MITERED END SECTION, RCP, 14" x 23" EA 1 $579.70 $579.70 520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 94 $33.00 $3,102.00 520-2-4 CONCRETE CURB, TYPE D LF 610 $9.90 $6,039.00 522-1 CONCRETE SIDWALK, 4" THICK SY 656 $32.18 $21,110.08 527-2 DETECTABLE MAT SF 36 $44.55 $1,603.80 530-3 RIPRAP - BANK AND SHORE SY 640 $87.45 $55,968.00 570-1-2 PERFORMANCE TURF (SOD) SY 7,200 $0.00 $0.00 580-1-1 LANDSCAPE COMPLETE - SMALL PLANTS LS 1 $0.00 $0.00 580-1-2 LANDSCAPE COMPLETE - LARGE PLANTS LS 1 $0.00 $0.00 590-1 LANDSCAPE IRRIGATION SYSTEM LS 1 $0.00 $0.00 700-1-11A SINGLE POST SIGN - F&I, HANDICAPPED EA 1 $0.00 $0.00 700-1-11B SINGLE POST SIGN - F&I, STOP EA 2 $0.00 $0.00 700-1-12 SINGLE POST SIGN - F&I, STOP/DO NOT ENTER EA 2 $0.00 $0.00 711-11-111 Regular Paint, STANDARD, WHITE, SOLID (6") LF 400 $2.85 $1,140.00 711-11-123 Regular Paint, STANDARD, WHITE, SOLID, (12") LF 140 $2.30 $322.00 711-11-125 Regular Paint, STANDARD, WHITE, SOLID, (24") LF 52 $2.95 $153.40 711-11-170 Regular Paint, STANDARD, WHITE, ARROW EA 2 $65.00 $130.00 711-11-460 Regular Paint, STANDARD, BLUE, MESSAGE (HANDICAPPED SYMBOL) EA 1 $95.00 $95.00 1000 MANATEE PROTECTION LS 1 $8,580.00 $8,580.00 Page 2 ITEM NO. DESCRIPTION UNIT MEASURE EST. OUAN. UNIT PRICE AMOUNT 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY LF 150 $13.20 $1,980.00 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC LF 165 $22.00 $3,630.00 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT EA 3 $357.50 $1,072.50 1060-15 UTILITY STRUCTURE, SANITARY MANHOLE, MODIFY. INSIDE DROP EA 1 $577.50 $577.50 1080-11-101 UTILITY FIXTURE, 1" METER AS 1 $1,402.50 $1,402.50 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1" CORP STOP EA 1 $1,705.00 $1,705.00 ESTIMATED BASE BID AMOUNT (Based on Bid Unit Prices & Estimated Quantities, a summation of Pages 00300-2 to 00300-4) $411,412.27 $411,412.27 Page 3 6/1 P L CMC/COMPUTER MERCHANDISE CORP. 663-644-0617 PURCHASE ORDER CITY OF OKEECHOBEE 55 S.E. THIRD AVENUE OKEECHOBEE, FLORIDA 34974-2903 Tel: 863/763-3372 Fax: 863/763-1686 To:Seminole Design Build 401 SW 2nd Street Okeechobee, FL 34974 THIS ORDER SUBJECT TO CONDITIONS ON FACE. NO CHANGES MAY. BE MADE WITHOUT WRITTEN PERMISSION OF PROCUREMENT MANAGEMENT. 1 4320 IMPORTANT: THIS NUMBER MUST BE SHOWN ON ALL INVOICES, PACKAGES, CASES, TICKETS AND CORRESPONDENCE. SHIP TO: I City of Okeechobee 55 SE 3rd Avenue L Okeechobee, FI. 34974 INVOICE IN DUPLICATE: City of Okeechobee 55 SE 3rd Avenue 1 Okeechobee, FI. 34974 1 1 DATE 2/2017 VENDOR NO. DELIVERY DATE SHIP VIA BEST WAY F.O.B. DESTINATION TERMS ITEM NO. ACCT. NUMBER QUANTITY UNIT DESCRIPTION UNIT AMOUNT 1 302-2752-001,6400 PW 01-00-02-17 Centennial Park Storm $547,318.25 Water Improvements Project. Awarded on May 16, 2017 by City Council TOTAL $547,318.25 6/27/2017 Amendment - Reduction of $ (135,905.981 . )„.„„t cost due to reduction in scope of services Amended total $411,412.27 _/ 9/19/2017 Amendment - Reduction in $ (23,488.E scope of services for supply & install Amended total $387,923.: f/ CITY OF OKEECHOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX. DO NOT INCLUDE THESE TAXES IN YOUR INVOICE. EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUEST STATE SALES TAX EXEMPTION NO. 04-00010-03-57. FEDERAL I.D. NO. 59-60000-393. Draw'H i43lfi(At brcuo a gla5P7 574.8-. /o h rcu )i 3 wprifii g3, 813.go 2) 5 attoabili RIZED SIGNATURE ma, I 5. ¢r7 � raw)4 1421117. 35,a7.&( RECEIVING RECORD becua)#5 1p9,%(4. g� LaNIDr ) 7 10(29307 /27 70$3L0 'fg0.50 PARTIAL ❑ FINAL ❑ PURCHASE REQUISITION CITY OF OKEECHOBEE 55 S.E. Third Avenue Okeechobee, FL 34974-2903 Tel: 863-763-3372 Fax: 863-763-1686 Seminole Design -Build, Inc. 401 SW 2nd Street Okeechobee, FL 34974 863-467-1115 THIS ORDER SUBJECT TO CONDITIONS ON FACE. NO CHANGES MAY BE MADE WITHOUT WRITTEN PERMISSION OF PROCUREMENT MANAGEMENT. FINANCE Req. No. 16401 Important: _ This;numbermust be shown'on all invoices; " ;packages; cases; tickets and correspondence: SHIP TO: City of Okeechobee 55 SE Third Avenue Okeechobee, FL 34974 INVOICE IN DUPLICATE: DATE VENDOR NO. DELIVERY DATE SHIP BEST F.O.B. DEST. TERMS 09/19/17 N/A N/A N/A N/A NET 30 ITEM NO ACCT. NUMBER QTY UNIT DESCRIPTION AMOUNT 1 302-2752-001.6400 Change of scope Amendment No. 2 to PO #4320 for PW 01-00-02-17 reduction in scope of services for supply and install of baffle box Agreement approved by City Council August 15, 2017 b rad ouMS TOTAL -$23,488.92 -$23,488.92 CITY OF OKEECHOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX. DO NOT INCLUDE THESE TAXES IN YOUR INVOICE. EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUIEST. STATE SALES TAX EXEMPTION NO. 85-8012621656C-6 FEDERAL I.D. NO 59-6000-393 AU ORIZED SIGNATURE RECEIVING RECORD 0 PARTIAL X FINAL AUGUST 15, 2017 - REGULAR MEETING & BUDGET WORKSHOP • PAGE 6 OF 16 AGENDA COUNCIL ACTION - DISCUSSION • VOTE IX. NEW BUSINESS CONTINUED H. Motion to approve a Change of Scope Amendment No. 2 for additional services for City Hall General Services Office Renovation Project No. PW -05-00-04-17 continued. C. Motion to approve a Change of Scope Amendment No. 2 for Centennial Park Storm Water Improvements, Project No. PW 01-00-02-17 - City Administrator (Exhibit 4). D. Motion to ratify Mr. Willie Hall's appointment as the 51h member to the General Employees' Retirement System Board of Trustees, filling resignation of Jeanna Lanier Kovac - City Clerk. E. Motion to approve a request by Okeechobee County Firefighters for a Boot Drive at the main intersection of State Road 70 and Highway 441 on August 25, 2017, from 4:00 to 6:00 P.M., and on August 26 and 27, 2017, from 9:00 A.M. to 2:00 P.M. to benefit the Muscular Dystrophy Association - City Administrator. Upon acceptance of the selected bid, the total fee for allowance will be billed directly to the City of Okeechobee at the cost of service plus a ten -percent Contractor Fee. VOTE: WATFORD—YEA CHANDLER— YEA CLARK— ABSTAINED* O'CONNOR—YEA RITTER—YEA MOTION CARRIED. Council Member Ritter moved to approve a Change of Scope Amendment No. 2, [Deductive Change Order in the amount of $23,488.92 and add 98 -days to the contract after approved] for Centennial Park Storm Water Improvements Project No. PW 01-00-02-17; seconded by Council Member O'Connor. The request is to the change in the type of baffle box from the original plans, which will cause a delay in delivering the item. Council Member Chandler noted for the record he has a conflict of interest, will be filing a Form 8B Memorandum of Voting Conflict for Municipal Officers, and will be abstaining from voting on this matter as the company by which he is employed, B&B Site Development,. Inc., is the subcontractor for Seminole Design Build, Inc. on this project. VOTE: WATFORD — YEA CHANDLER—ABSTAINED' CLARK—YEA O'CONNOR—YEA RITTER—YEA MOTION CARRIED. Council Member O'Connor moved to ratify Mr. Willie Hall's appointment as fifth member to the General Employees' Retirement System Board of Trustees, term being August 7, 2017, through December 31, 2017, filling the remainder of Mrs. Jeanna Lanier-Kovac's term; seconded by Council Member Clark. VOTE: WATFORD—YEA CHANDLER—YEA CLARK—YEA O'CONNOR—YEA RITTER—YEA MOTION CARRIED. Council Member O'Connor moved to approve a request by the Okeechobee County Firefighters for a Muscular Dystrophy Association Boot Drive at the main intersection of North Park Street (State Road 70) and Parrott Avenue (U.S. Highway 441) on August 25, 2017, from 4:00 to 6:00 P.M., and on August 26 and 27, 2017, from 9:00 A.M. to 2:00 P.M.; seconded by Council Member Ritter. SEMINOLE DESIGN -BITTED, INC. 401 SW 2nd STREET, OKEECHOBEE, FLORIDA 34974 863-467-1115 OFFICE To: City of Okeechobee RE: Centennial Park Storm Water Improvements Please find the attached deductive change order to supply and install a different baffle box than what is on the plans. The deductive change order is to reduce the price by $ 23,488.92 and to add 98 days to the contract days once the change order and submittals are signed and approved. The need for the extra days is because that in two weeks we are at a standstill until the baffle box arrives. The manufacturer of the box has given us a delivery date of somewhere between 4 to 9 weeks once they receive a signed submittal and then it will take 5 weeks to complete project once the box has been delivered. Respectfully submitted David Nunez Seminole Design Build, Inc. AIA Document G701" - 2001 Change Order PROJECT City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Centennial Park Storm Water TO CONTRACTOR Seminole Design -Build, Inc. 401 SW 2nd Street Okeechobee, FL 34974 CHANGE ORDER NUMBER: // Z OWNER: n DATE: August 1, 2017 / ARCHITECT: n CONTRACTOR:n ARCHITECT'S PROJECT NUMBER: PW 01-00-02-17 FIELD:F-1 CONTRACT DATE: 8/1/2017 CONTRACT FOR: OTHER: n THE CONTRACT IS CHANGED AS FOLLOWS: (Include, where applicable, any undisputed amount attributable to previously executed Construction Change Directives) The original Contract Sum was The net change by previously authorized Change Orders The Contract Sum prior to this Change Order was The Contract Sum will be increased by this Change Order in the amount of The new Contract Sum including this Change Order will be The Contract Time will be increased by Ninety -Eight (98 ) days. 98 DAYS $ 411,412.27 $ $ $ 411,412.27 (23,488.92) 387,923.35 The date of Substantial Completion as of the date of this Change Order therefore is pending change order & submittal approval date NOTE:This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY E—A-RC1HTECT, CONTRACTOAE AND OWNER. Cu peyyer ning, Inc. Seminole Design -Build, 9nc. ARCHITECT 2980 SW 2: • . eet F ' - ce, FL 34981 DDRESS CONTRACTOR 401 SW 2nd Street Okee ; obee, FL 3 DATE BY (Signature) v(p /Vu n e) David Nunez J J. //7 2'/ DATE J, City of Okeechobee OWNER 55 S.E. 3rd Avenue FL 34974 ADDRESS Okeechobee, B (Signature) (Typed name) x%47 DATE AJA Document 0701111- 2001. Copyright © 1979, 1987, 2000 and 2001 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAtti Document, or any portion of It, may result In severe civil endcriminal penalties, and will beprosecuted to the maximum extent possible under the law. This document was produced by AIA software at 10:37:14 on 09/20/2007 under Order No.1000293426_1 which expires on 3/21/2008, and is not for resale. 1 6/1 L CMC/COMPUTER MERCHANDISE CORP. 863-644-0617 PURCHASE ORDER CITY OF OKEECHOBEE 55 S.E. THIRD AVENUE OKEECHOBEE, FLORIDA 34974-2903 Tel: 863/763-3372 Fax: 863/763-1686 To Seminole Design Build 401 SW 2nd Street Okeechobee, FL 34974 THIS ORDER SUBJECT TO CONDITIONS ON FACE. NO CHANGES MAY BE MADE WITHOUT WRITTEN PERMISSION OF PROCUREMENT MANAGEMENT. J Kim ear + lbcak„ pinK. copy 4320 IMPORTANT: THIS NUMBER MUST BE SHOWN ON ALL INVOICES, PACKAGES, CASES, TICKETS AND CORRESPONDENCE. SHIP TO: I City of Okeechobee 55 SE 3rd Avenue Okeechobee, FI. 34974 INVOICE IN DUPLICATE: City of Okeechobee 55 SE 3rd Avenue [_Okeechobee, FI. 34974 J 1 DATE 2/2017 VENDOR NO. DELIVERY DATE SHIP VIA BEST WAY F.O.B. DESTINATION TERMS ITEM NO. ACCT. NUMBER QUANTITY UNIT DESCRIPTION UNIT AMOUNT 1 302-2752-001.6400 PW 01-00-02-17 Centennial Park Storm $547,318.25 Water Improvements Project. Awarded on May 16, 2017 by City Council TOTAL $547,318.25 6/27/2017 Amendment - Reduction of $ (135,905.98) cost due to reduction in scope of services Amended total br-c doto $411,412.27 CITY OF OKEECHOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX. DO NOT INCLUDE THESE TAXES IN YOUR INVOICE. EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUEST STATE SALES TAX EXEMPTION NO. 04-00010-03-57. FEDERAL I.D. NO. 59-60000-393. hratatn 7/94117 .a a rias 1 /7 0-134,q6p. 38 514-4Sl.I0 RIZED SIGNATURE (A07/5. 89 a loa34.79 RECEIVING RECORD PARTIAL ❑ FINAL ❑ 2wlinoi: +�-�+igiqiao PURCHASE REQUISITION CITY OF OKEECHOBEE 55 S.E. Third Avenue Okeechobee, FL 34974-2903 Tel: 863-763-3372 Fax: 863-763-1686 Seminole Design -Build, Inc 401 SW 2nd Street Okeechobee, FL 34974 863-467-1115 THIS ORDER SUBJECT TO CONDITIONS ON FACE. NO CHANGES MAY BE MADE WITHOUT WRITTEN PERMISSION OF PROCUREMENT MANAGEMENT. Ippe117 Req. No. 16192 ;Important::^Ths.number be;shown on all"invoices, packages, cases, lickets;and corres ondence SHIP TO: City of Okeechobee 55 SE Third Avenue Okeechobee, FL 34974 INVOICE IN DUPLICATE: DATE VENDOR NO. DELIVERY DATE SHIP BEST F.O.B. DEST. TERMS 06/23/17 N/A N/A N/A N/A NET 30 ITEM NO ACCT. NUMBER QTY UNIT DESCRIPTION AMOUNT 1 302-2752-001.6400 Change of Scope Amendment No 1 to PO# 4320 reduction in scope of services for project PW 01-00-02-17 City Council approved May 16, 2017 TOTAL -$135,905.98 • -$135,905.98 CITY OF OKEECHOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX. DO NOT INCLUDE THESE TAXES IN YOUR INVOICE. EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUIEST. STATE SALES TAX EXEMPTION NO. 85-8012621656C-6 FEDERAL I.D. NO 59-60000-393 0.> A ORIZED SIGNATURE RECEIVING RE 0 PARTIAL X FINAL 6/1 E PURCHASE ORDER • CITY OFOKEECHOBEE •55 S.E. THIRD AVENUE OKEECHOBEE, FLORIDA 34974-2903. Tel: 863/763-3372 FaX:863/763-1686; T°Serninole Design Build 401 SW 2nd Street Okeechobee, FL 34974 THIS ORDER SUBJECT TO CONDITIONS ON FACE. NO CHANGES MAY BE MADE WITHOUT WRITTEN PERMISSION OF PROCUREMENT MANAGEMENT. }320 IMPORTANT: THIS NUMBER MUST BE SHOWN ON ALL INVOICES, PACKAGES, CASES, TICKETS AND CORRESPONDENCE. SHIP TO: L City of Okeechobee 55 SE 3rd Avenue [_Okeechobee, R. 34974 INVOICE IN DUPLICATE: City of Okeechobee 55 SE 3rd Avenue LOkeechoboe, FL 34974 1 DATE:- 2/2017. VENDOR NO. DELIVERY DATE ': SHIP VIA BEST WAY F.O.B. DESTINATION - TERMS ITEM NO. • ACCT. NUMBER : QUANTITY UNIT DESCRIPTION . UNIT.: AMOUNT 302-2752-001.6400 , . . . t. . p PW Of -00;02-17 Centennial Park Storm ',:_ Water iniirovemcnts Project. Awarded on May 16, 2017 by City Council u,dos TOTAL : . , :7 i t :. , . $547,318.25 '$547,318.25 . . , CITY OF OKEECHOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX. DO NOT INCLUDE THESE TAXES IN YOUR INVOICE. EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUEST STATE SALES TAX EXEMPTION NO. 04-00010-03-57. FEDERAL J.D. NO. 59-60000-393. • HORIZED SIGNATURE RECEIVING RECORD PARTIAL FINAL 1:1 ‘ServiinoteDvsip ORO PURCHASE REQUISITION CITY OF OKEECHOBEE 55 S.E. Third Avenue Okeechobee, FL 34974-2903 Tel: 863-763-3372 Fax: 863-763-1686 Seminole Design -Build, Inc. 401 SW 2nd Street Okeechobee, FL 34974 863-467-1115 THIS ORDER SUBJECT TO CONDITIONS ON FACE. NO CHANGES MAY BE MADE WITHOUT WRITTEN PERMISSION OF PROCUREMENT MANAGEMENT. roianee, Req. No. 16190 jlmportant: This number must '� beshown<o'rt all invoices,.: Ipackages, cases; tickets and correspondence. SHIP TO: City of Okeechobee 55 SE Third Avenue Okeechobee, FL 34974 INVOICE IN DUPLICATE: DATE VENDOR NO. DELIVERY DATE SHIP BEST F.O.B. DEST. TERMS 06/08/17 N/A N/A N/A N/A I NET 30 ITEM NO ACCT. NUMBER QTY UNIT DESCRIPTION AMOUNT 1 302-2752-001.6400 PW 01-00-02-17 Centennial Park Storm Water Improvements project awarded by City Council on May 16, 2017 TOTAL $547,318.25 $547,318.25 CITY OF OKEECHOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX. DO NOT INCLUDE THESE TAXES IN YOUR INVOICE. EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUIEST. STATE SALES TAX EXEMPTION NO. 85-8012621656C-6 FEDERAL I.D. NO 59-60000-393 A THORIZED SIGNATURE THORIZED SIGNATURE RECEIVING RECORD 0 PARTIAL X FINAL Patty Burnette From: Sent: To: Cc: Subject: India Riedel Wednesday, June 07, 2017 3:44 PM Patty Burnette India Riedel RE: Account numbers needed Sidewalks.....I think it is 301-549-6300???? Yes Fire Department Overhead Door? 304-0522-001,6400 Centennial Park Storm Water Improvements? 302-2752-001.6400 Hope this helps. India From: Patty Burnette Sent: Wednesday, June 07, 2017 3:38 PM To: India Riedel Subject: Account numbers needed India I am working on the Purchase Recs for the Bids that have been awarded but am needing to know the account numbers to charge for each one please. Sidewalks.....I think it is 301-549-6300???? Fire Department Overhead Door? Centennial Park Storm Water Improvements? Thank you as always for your assistance, Patty Pcuty M. 5wriAzfte, general -Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, TL 34974 Teti 863-763-3372 Direct: 863-763-9820 1 in scoff UJ2 •Ilil } kcJ MAY 16, 2017 - REGULAR MEETING - PAGE 5 OF 6 AGENDA wi is `I`,,, .t .... ... ... .. .....1 ,..y_, t � _.. y.....y,...,-._s-••DS`: .«._ i:ii-^ ,Cr:r.•. .'. w',`=.•�t :�:.•ra ;G.,J? �. C:OUN,CILACTION;: DISCUSSION ]VOTr NEW BUSINESS CONTINUED B. Motion to award a bid in the amount of $547,318.25 to Seminole Design Build for Centennial Park Storm Water Improvements Project No. PW 01-00-02-17 - City Administrator (Exhibit 2). C. Motion to approve a reduction of Scope of Services for Centennial Park Storm Water Improvements Project No. PW 01-00-02-17 - City Administrator (Exhibit 3). Motion and second by Council Members O'Connor and Clark to award Bid No. PW 01-00-02-17 in the amount of $547,318.25 to Seminole Design—Build, Inc. (as the lowest bidder) for the Centennial Park Storm Water Improvements Project (as recommended by Staff). This project is partially funded by Florida Department of Environmental Protection Agreement No. NS018, in the amount of $367,260.00 of which $183,630.00 is City matching funds; and South Florida Water Management District Agreement No. 4600003556, in the amount of $250,000.00 of which $175,000.00 is City Matching funds. These grants were approved January 17, 2017. The Bid was let on February 22, 2017, with a mandatory Pre -Bid meeting held on March 2, 2017. The opening was extended to March 29, 2017, from March 15, 2017. In addition to Seminole Design -Build, Inc., bids were submitted by Penrod Construction Company for $651,250.14 and Dickerson Florida, Inc. for $657,413.00. Mr. Billy White with Seminole Design -Build, Inc. and Mr. Phil Baughman of B&B Site Development, Inc. were in attendance. There was a brief discussion on the comparison of pay item number 1000, Manatee Protection. Council Member Chandler noted for the record he has a conflict of interest and will be abstaining from voting on this matter as the company by which he is employed, B&B Site Development, Inc., is the subcontractor for Seminole Design -Build, Inc. on this project. VOTE: WATFORD — YEA O'CONNOR—YEA CHANDLER—ABSTAINED CLARK—YEA RITTER YEA MOTION CARRIED. Council Member O'Connor and Clark moved to approve a reduction in the Scope of Services for Centennial Park Storm Water Improvements Project Bid No. PW 01-00-02-17 (reducing the award amount from $547,318.25 to $411,412.27; a detailed list of the items was distributed as Exhibit 3 at the beginning of the meeting); seconded by Council Member Ritter. Administrator MontesDeOca briefly summarized the amendment to the project which was mostly the landscaping portion. A possible second amendment will be forthcoming in June in regards to a design change for the baffle box. Council Member Chandler noted for the record he has a conflict of interest and will be abstaining from voting on this matter as the company by which he is employed, B&B Site Development, Inc., is the subcontractor for Seminole Design Build, Inc. to which this project was awarded. MAY 16, 2017 - REGULAR MEETING - PAGE 6 OF 6 �AGENUA`• i. ...�., 1,x.4.. •,YS;C �•r'.,�T,. ::T,i O N='NOTE" S:,000NCIL�ACTIONiDISCUSS 0 S � •_r:�-'};i:N: :I; •;, ;;•,;.;:, VIII. NEW BUSINESS CONTINUED C. Motion to approve a reduction of Scope of Services for Centennial Park Storm Water Improvements Project No. PW 01-00-02-17 continued. IX. ADJOURNMENT - Mayor Please take notice and be advised that when a person decides to appeal any decision made by the City Council with respect to any matter considered at this meeting, hekhe may need to insure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be based. City Clerk media are for the sole purpose of backup foroffdal records of the Clerk ATTEST: Dowling R. Watford, Jr., Mayor Lane Gamiotea, CMC, City Clerk VOTE: WATFORD—YEA O'CONNOR—YEA CHANDLER —ABSTAINED' CLARK—YEA RITTER—YEA MOTION CARRIED. There being no further discussion, nor items on the agenda, Mayor Watford adjoumed the meeting at 6:35 P.M. The next regular scheduled meeting is June 20, 2017. 'Form 8B Memorandum of Voting Conflict for County, Municipal, and other Local Public Officers was filed by Council Member Chandler on May 16, 2017, in the Office of the City Clerk and made a part of the official record filed in the permanent Minute File for this meeting. AGENDA IX. NEW BUSINESS CONTINUED K. Motion to review and approve Health Insurance plans offered through Public Risk Management (PRM) - City Administrator and Finance Director (Exhibit 12). L. Motion to approve the ranking and enter contract negotiations for RFQ No. ADM -01-00-05-17, Website Design and Replacement and Enhance Communication - Finance Director (Exhibit 13). M. N. Motion to approve a Change of Scope Amendment No. 2 for Centennial Park Storm Water Improvements, Project No. PW 01-00-02-17- City Administrator (Exhibit 14). Motion to approve a Change of Scope Amendment No. 1 for Okeechobee Fire Station Overhead Door Replacement, Project No. PW 03-00-03-17 - City Administrator (Exhibit 15). 0. Annual Evaluation for City Attorney John Cook - Mayor. JUNE 20, 2017 - REGULAR MEETING - PAGE 11 OF 12 COUNCIL ACTION - DISCUSSION -VOTE This item was deferred to the July 18, 2017, regular meeting. Motion and second by Council Members Chandler and Ritter to approve the ranking and enter contract negotiations for RFQ No. ADM -01-00-05-17, Website Design and Replacement and Enhance Communication. Firefly Group is ranked number one, Civicplus is number two. Two additional submittals were received after closing, which could not be opened. The Administrator will begin negotiations with Firefly Group, who is located in Palm City. Once negotiations are complete, a contract will be brought back to Council for approval. VOTE: WATFORD —YEA O'CONNOR—YEA CHANDLER—YEA RITTER—YEA This item was deferred to the July 18, 2017, regular meeting. CLARK—YEA MOTION CARRIED. Motion and second by Council Members Chandler and O'Connor to approve a Change of Scope Amendment No. 1 for Bid No. PW 03-00-03-17 Okeechobee Fire Station Overhead Door Replacement in the amount of $400.00. Administrator MontesDeOca explained there was a slight modification to the bid which generated a minor cost change. C -channels are needed and were added due to not being included in the original bid. VOTE: WATFORD—YEA O'CONNOR—YEA CHANDLER—YEA RraER—YEA CLARK— YEA MOTION CARRIED. As provided in Attomey Cook's employment services contract, each year the Mayor and Council Members complete an evaluation on his employment performance. Mayor Watford noted this is his first year completing the tally sheet, as Mayor Kirk had the honor of handling this for many years. He asked the calculations to be completed different from previous years. The individual scores totaled 161.0, divided by five evaluators giving an average score of 32.2, out of 40.0, then dividing by eight for the number of questions provided a final average score of 4.025 out of 5.0. Using the previous method the average score would be 4.0 out of 5.0. Either method provides for the second highest ranking available on the score sheet. Attomey Cook thanked the Council for their confidence in him. SEMINOLE Exhibit 3 May 16, 2017 DESIGN -BUILD, INC. 401 SW 2nd STREET, OKEECHOBEE, FLORIDA 34974 863-467-1115 OFFICE Reduction in scope of work for Centennial Park Storm Water Improvements 285-715 Reduce 18" thick base to 8" thick reduction to price of $ 13,178.00 430-174-118 Change 18" RCP pipe to PVC reduction to price of $ 234.00 430-174-124 Change 24" RCP pipe to PVC reduction to price of S 766.50 430-174-130 Change 30" RCP Pipe to PVC reduction to price of $ 1.150.20 570-1-2 Remove performance turf (sod) reduction to price of S 11.880.00 580-1-1 Remove Landscape Complete - Small Plants reduction to price of $ 14,786.20 580-1-2 Remove Landscape Complete - Large Plants reduction to price of $ 35,200.00 590-1 Remove Landscape Irrigation System reduction to price of S 54.450.00 700-1-11A Remove Single Post Sign - F&I, Handicapped reduction to price of $ 484.00 700-1-11B Remove Single Post Sign - F&I, Stop reduction to price of $ 968.00 700-1-12 Remove Single Post Sign - F&I, Stop/Do Not Enter reduction to price of $ 968.00 711-11-111 Change Thermoplastic,Standard, white solid (6") to regular paint reduction to price of $1.280.00 711-11-123 Change Thermoplastic, standard, white solid(12") to regular paint reduction to price of $ 16.80 711-11-125 Change Thermoplastic Standard White Solid (24") to regular paint reduction to price of $ 98.28 711-11-170 Change Thermoplastic Standard White Arrow to regular paint reduction to price of $ 200.00 711-11-460 Change Thermoplastic Standard Blue Message (Handicapped Symbol) to regular paint reduction to price of $ 246.00 Price amount that was reduced came to $ 135,905.98 Bringing the new total to $ 411,412.27 1 BID UNIT PRICE SCHEDULE TAYLOR CREEK CENTENNIAL PARK ITEM NO. DESCRIPTION UNIT MEASURE EST. OUAN. UNIT PRICE AMOUNT 101-1A MOBILIZATION / DEMOBILIZATION LS 1 $41,741.70 $41,741.70 101-1B PRE -CONSTRUCTION VIDEO LS 1 $660.00 $660.00 102-1 MAINTENANCE OF TRAFFIC LS 1 $550.00 $550.00 104-2A PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION LS 1 $550.00 $550.00 104-10-3 SEDIMENT BARRIER LF 685 $1.65 $1,130.25 104-11 FLOATING TURBIDITY BARRIER LF 620 $7.98 $4,947.60 104-15 SOIL TRACKING DEVICE EA 1 $2,750.00 $2,750.00 104-18 INLET PROTECTION SYSTEM EA 7 $82.50 $577.50 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS LS 1 $9,900.00 $9,900.00 110-1-1 CLEARING & GRUBBING ACRES 2.5 $220.00 $550.00 110-4 MAINTENANCE OF EXISTING DRAINAGE LS 1 $220.00 $220.00 120-1A REGULAR EXCAVATION & EMBANKMENT LS 1 $17,600.00 $17,600.00 120-4 SUBSOIL EXCAVATION CY 600 $11.00 $6,600.00 120-6A EMBANKMENT -SAND BEACH SY 200 $27.50 $5,500.00 160 STABILIZED SUBGRADE (12" THICK) SY 1243 $3.30 $4,101.90 285-715 BASE (LBR 100) (8" THICK) SY 1198 $16.78 $20,102.44 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT, 1" AVERAGE DEPTH SY 333 $6.60 $2,197.80 334-1-13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (SP -9.5) TON 118 $143.00 $16,874.00 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' EA 3 $1,375.00 $4,125.00 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' EA 2 $2,860.00 $5,720.00 425-1-901 INLET, SPECIAL, BAFFLE BOX EA 1 $104,458.20 $104,458.20 425-10 YARD INLET EA 5 $1,320.00 $6,600.00 425-2-41 MANHOLE, P-7, < 10' EA 1 $2,530.00 $2,530.00 425-2-71 MANHOLE, J-7, < 10' EA 2 $2,860.00 $5,720.00 430-174-112A PIPE CULVERT, ADS, ROUND, 12" LF 330 $19.47 $6,425.10 430-174-115A PIPE CULVERT, ADS, ROUND, 15" LF 36 $27.50 $990.00 430-174-118A PIPE CULVERT, ADS, ROUND, 18" LF 48 $31.90 $1,531.20 Page 1 • '1 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 430-174-118 PIPE CULVERT, PVC, ROUND, 18" LF 36 $48.50 $1,746.00 430-174-124 PIPE CULVERT, PVC, ROUND, 24" LF 105 $49.90 $5,239.50 430-174-130 PIPE CULVERT, PVC, ROUND, 30" LF 162 $57.80 $9,363.60 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" LF 50 $57.75 $2,887.50 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" LF 56 $108.35 $6,067.60 430-982-123 MITERED END SECTION, RCP, 15" EA 1 $302.50 $302.50 430-982-125 MITERED END SECTION, RCP, 18" EA 2 $579.70 $1,159.40 430-982-129 MITERED END SECTION, RCP, 24" EA 1 $803.00 $803.00 430-982-625 MITERED END SECTION, RCP, 14" x 23" EA 1 $579.70 $579.70 520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 94 $33.00 $3,102.00 520-2-4 CONCRETE CURB, TYPE D LF 610 $9.90 $6,039.00 522-1 CONCRETE SIDWALK, 4" THICK SY 656 $32.18 $21,110.08 527-2 DETECTABLE MAT SF 36 $44.55 $1,603.80 530-3 RIPRAP - BANK AND SHORE SY 640 $87.45 $55,968.00 570-1-2 PERFORMANCE TURF (SOD) SY 7,200 $0.00 $0.00 580-1-1 LANDSCAPE COMPLETE - SMALL PLANTS LS 1 $0.00 $0.00 580-1-2 LANDSCAPE COMPLETE - LARGE PLANTS LS 1 $0.00 $0.00 590-1 LANDSCAPE IRRIGATION SYSTEM LS 1 $0.00 $0.00 700-1-11A SINGLE POST SIGN - F&I, HANDICAPPED EA 1 $0.00 $0.00 700-1-11B SINGLE POST SIGN - F&I, STOP EA 2 $0.00 $0.00 700-1-12 SINGLE POST SIGN - F&I, STOP/DO NOT ENTER EA 2 $0.00 $0.00 711-11-111 Regular Paint, STANDARD, WHITE, SOLID (6") LF 400 $2.85 $1,140.00 711-11-123 Regular Paint, STANDARD, WHITE, SOLID, (12") LF 140 $2.30 $322.00 711-11-125 Regular Paint, STANDARD, WHITE, SOLID, (24") LF 52 $2.95 $153.40 711-11-170 Regular Paint, STANDARD, WHITE, ARROW EA 2 $65.00 $130.00 711-11-460 Regular Paint, STANDARD, BLUE, MESSAGE (HANDICAPPED SYMBOL.) EA 1 $95.00 $95.00 1000 MANATEE PROTECTION LS 1 $8,580.00 $8,580.00 Page 2 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY LF 150 $13.20 $1,980.00 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC LF 165 $22.00 $3,630.00 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT EA 3 $357.50 $1,072.50 1060-15 UTILITY STRUCTURE, SANITARY MANHOLE, MODIFY. INSIDE DROP EA 1 $577.50 $577.50 1080-11-101 UTILITY FIXTURE, 1" METER AS 1 $1,402.50 $1,402.50 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1" CORP STOP EA 1 $1,705.00 $1,705.00 ESTIMATED BASE BID AMOUNT (Based on Bid Unit Prices & Estimated Quantities, a summation of Pages 00300-2 to 00300-4) $411,412.27 $411,412.27 Page 3 Patty Burnette From: India Riedel Sent: Wednesday, July 26, 2017 1:40 PM To: Patty Burnette Cc: India Riedel Subject: RE: Centennial Park Storm Water Improvements - Payment Application #1 Patty, I believe you and I are on the same page on this. The purpose of the Notice to Owner is to hold payment, because the subcontractor has noticed us of a lien on the project because they have not been paid as of yet and we would could be liable for the subs products/services. We have not ever paid a contractor with an outstanding Notice to Owner that I can recall (certainly not on purpose). India From: Patty Burnette Sent: Wednesday, July 26, 2017 12:03 PM To: India Riedel Subject: FW: Centennial Park Storm Water Improvements - Payment Application #1 India, This is the response I received after asking for the release of liens for the notice to owners I received????? She is saying she hasn't paid her subs or suppliers and is asking if we want a release just from Seminole? Maybe I have something wrong? P' -�M.r3 aiffv Ger:-ra6Services Coordinator City of Okeechobee c Southeast 3rd Avenue Okeechobee, TIC 34974 Tek 863-763-3372 Direct: 863-763-9820 To: 863-763-1686 e- ii: y6urnette@cityofoheechobee.com 1.,:6site: www.cityofobeecho6ee.com 1 NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. From: Cindy Barcia [mailto:dnunezPsdbteam.com] Sent: Wednesday, July 26, 2017 10:51 AM To: Patty Burnette Subject: RE: Centennial Park Storm Water Improvements - Payment Application #1 Good Morning Patty, Thank you for providing the release form to use. This is our first draw request so I do not have any lien releases as of yet, I have not received payment nor have I made any payments to subs or suppliers. Typically on the first payment I would provide a release from just myself upon receiving the payment. On the second payment request I would submit all releases that were relevant to the first payment date. When the check is ready to be picked up, I will bring the original release from us and give to you. It typically takes a week to get all the sub -tier releases and I will forward them to you by email as soon as I receive them all. Would you like me to email you partial release for my dra request amount? Office Manager Seminole Design -Build, Inc. 401 SW 2nd Street, Okeechobee, FL 34974 (Office)863-467-1115 (Fax)863-824-3327 dnunezsdbteam.com From: Patty Burnette[mailto:pburnette@cityofokeechobee.com] Sent: Wednesday, July 26, 2017 10:16 AM To: Cindy Barcia Subject: RE: Centennial Park Storm Water Improvements - Payment Application #1 Importance: High Good Moring Cindy. We received two Notice to Owners (copies attached) so I will need two Releases of Liens before we can make this draw payment. Finance will be running checks after tomorrow so I will need these back tomorrow morning otherwise payment will be made in the middle of August. Thanks, Patty 2 ti Pa-fty M. 6writ Genera(Services Coordinator City of OIeecho6ee 55 Southeast arc( avenue OIeecho6ee, P.L 34974 Tier: 863-763-3372 Direct: 863-763-982o Tax: 863-763-1686 e-maii: y6urnette@cityofo&echo6ee.com -website: www.cityofofeecho6ee.com NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. From: Cindy Barcia [mailto:dnunezPsdbteam.com] Sent: Monday, July 24, 2017 4:34 PM To: Patty Burnette; Marcos Montes De Oca; David Allen Cc: bwhite(asdbteam.com Subject: Centennial Park Storm Water Improvements - Payment Application #1 Good afternoon, I have attached the Request for Payment Application #1. I will bring the original document to Patty Burnette first thing Tuesday morning. Thank you, Office Manager Seminole Design -Build, Inc 401 SW 2nd Street, Okeechobee, FL 34974 (Office)863-467-1115 (Fax)863-824-3327 dnunez@sdbteam.com 3 m = Document G702n —1992 Application and Certificate for Payment PDY y 3O �. �8 by U) 1 Pails Ifs, CD R P. �maz) FINANCE 11_irl_)El TO OWNER: City of Okeechobee 55 S.E. 3rd Avenue Okeechobee, FL 34974 FROM CONTRACTOR: Seminole Design -Build, Inc. SW 2nd Street Okeechobee, FL 34974 PROJECT: Centennial Park Storm Water Improvements 701 SE 6th Avenue, Okeechobee, FL 34974 VIA 401 ARCHITECT: Culpepper & Terpening, Inc. APPLICATION NO: 1 PERIOD TO: 7124/2017 CONTRACT FOR: CONTRACT DATE: 61112017 PROJECT NOS: PW 01.00.02-17: Distribution to: OWNER: ARCHITECT: CONTRACTOR: FIELD: OTHER: X CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet, AIA Document G703, is attached. 1. ORIGINAL CONTRACT SUM 2. NET change by Change Orders 3. CONTRACT SUM TO DATE (Line 1+2) 4. TOTAL COMPLETED & STORED TO DATE (Column G on G703) ... 5. RETAINAGE: a. 10 % Of Completed Work $ 15,966.27 ✓ (Column D+E on G703) b. 10 % of Stored Material . $ $ 411,412.27 411,412.27 159,662.65 (Column F on G703) Total Retainage (Lines 5a+5b or Total in Column 1 of G703) 6. TOTAL EARNED LESS RETAINAGE (Line 4 Tess Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) 8. CURRENT PAYMENT DUE 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) $ 267,715.89 ✓ $ 15,966.27 $ 143,696.39 SB 1436glr.5g $ $ 143,696.39 SPS I i431.01}4.3$ CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner Total approved this Month TOTALS NET CHANGES by Change Order The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payme received from the Ow ; r, and that current r - • s n herein is now due. II CONT OR: By: State of: Florida Subscribed and s Notary Public: My Commissin ntob-forem pis keechob day of J& L Date: /ay7 2017. CYNTHIA BARCIA Commission # FF 971874 My Commission Expires March 15, 2020 ARCHITEC 'S CERTIFICATE FOR Inv! In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architects knowledge, information and belief the Work has progessed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED 1 Ai ?j 6116,. 3 g — (Attached explanationif amount certified differs from the amount applied. Initial all figures on this Application anion the Continuation Sheet that are changed to conform with the amount certified.) ARCHITECT: RA • Coo o tc� By: This certificate' not n . The AM NT CERTIFIED 7-2C-1-1RTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without p 31 dice to any rights of the Owner or Contractor under this Contract. r -r•a.. rat -r. .2519— AIA - 41 AIA Document G702 -1992. Copyrights 1953, 1963, 1965, 1978 and 1992 by The American Institute of Architects, All rights reserved. WAR G: This AIA• Document is • rotected by U.S. Copy Right Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA soltware at 14:49:34 on 09/19/2007 under Order No.1000293426-i which expires on 3/21/2008. and is not for resale. Milli Document G703° -1992 Continuation Sheet AIA Document 0702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. APPLICATION NO: 1 APPLICATION DATE: 7/24/2017 PERIOD TO: 7/24/2017 ARCHITECT'S PROJECT NO: pW 01-00-02-17 A B C D E F G H I ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE WORK COMPLETED MATERIALS PRESENTLY STORED (NOT IN D OR E) TOTAL COMPLETED AND STORED TO DATE (D + E + F) % (G 1 C) BALANCE TO FINISH (C - G) RETAINAGE (IF VARIABLE RATE) FROM PREVIOUS APPLICATION (D+E) THIS PERIOD 101-1A MOBILIZATION / DEMOBILIZATION $41,741.70 $0.00 $20,870.42 $0.00 $20,870.42 50% $20,871.28 $2,087.04 101-1B PRE -CONSTRUCTION VIDEO $660.00 $0.00 $0.00 $0.00 $0.00 0% $660.00 $0.00 102-1 MAINTENANCE OF TRAFFIC $550.00 $0.00 $0.00 $0.00 $0.00 0% $550.00 $0.00 104-2A PREVENTION, CONTROL & ABATEMENT OFEROSION AND WA $550.00 $0.00 $550.00 $0.00 $550.00 100% $0.00 $55.00 104-10-3 SEDIMENT BARRIER $1,130.25 $0.00 $1,130.25 $0.00 $1,130.25 100% $0.00 $113.03 104-11 FLOATING TURBIDITY BARRIER $4,947.60 $0.00 $4,754.98 $0.00 $4,754.98 96% $192.62 $475.50 104-15 SOIL TRACKING DEVICE $2,750.00 $0.00 $2,750.00 $0.00 $2,750.00 100% $0.00 $275.00 104-18 INLET PROTECTION SYSTEM $577.50 $0.00 $0.00 $0.00 $0.00 0% $577.50 $0.00 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS $9,900.00 $0.00 $2,970.00 $0.00 $2,970.00 30% $6,930.00 $297.00 110-1-1 CLEARING & GRUBBING $550.00 $0.00 $550.00 $0.00 $550.00 100% $0.00 $55.00 110-4 MAINTENANCE OF EXISTING DRAINAGE $220.00 $0.00 $0.00 $0.00 $0.00 0% $220.00 $0.00 120-1A REGULAR EXCAVATION & EMBANKMENT $17,600.00 $0.00 $17,600.00 $0.00 $17,600.00 100% $0.00 $1,760.00 120-4 SUBSOIL EXCAVATION $6,600.00 $0.00 $3,300.00 $0.00 $3,300.00 50% $3,300.00 $330.00 120-6A EMBANKMENT -SAND BEACH $5,500.00 $0.00 $5,500.00 $0.00 $5,500.00 100% $0.00 $550.00 160 STABILIZED SUBGRADE (12" THICK) $4,101.90 $0.00 $0.00 $0.00 $0.00 0% $4,101.90 $0.00 285-715 BASE (LBR 100) (8" THICK) $20,102.44 $0.00 $0.00 $0.00 $0.00 0% $20,102.44 $0.00 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT,1" AVERAGE DEPTH $2,197.80 $0.00 $0.00 $0.00 $0.00 0% $2,197.80 $0.00 334-1-13 SUPERPAVE ASPHALTIC CONCRETE,TRAFFIC C (SP -9.5) $16,874.00 $0.00 $0.00 $0.00 $0.00 0% $16,874.00 $0.00 425-1-521 INLET, DITCH BOTTOM, TYPE C, < lo' $4,125.00 $0.00 $1,375.00 $0.00 $1,375.00 33% $2,750.00 $137.50 I to A B C D E F G H I ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE WORK COMPLETED MATERIALS PRESENTLY STORED (NOT IN D OR E) TOTAL COMPLETED AND STO`DEDE )ATE % (G 1 C) BALANCE TO FINISH (C • G) RETAINAGE (IF VARIABLE RATE) FROM PREVIOUS APPLICATION (D+E) THIS PERIOD 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' $5,720.00 $0.00 $2,860.00 $0.00 $2,860.00 50% $2,860.00 $286.00 425-1-901 INLET, SPECIAL, BAFFLE BOX $104,458.20 $0.00 $0.00 $0.00 $0.00 0% $104,458.20 $0.00 425-10 YARD INLET $6,600.00 $0.00 $6,600.00 $0.00 $6,600.00 100% $0.00 $660.00 425-2-41 MANHOLE, P-7, < 10' $2,530.00 $0.00 $2,530.00 $0.00 $2,530.00 100% $0.00 $253.00 425-2-71 MANHOLE, J-7, <3.0' $5,720.00 $0.00 $4,290.00 $0.00 $4,290.00 75% $1,430.00 $429.00 430-174- PIPE CULVERT, ADS, ROUND, 12" $6,425.10 $0.00 $3,125.10 $0.00 $3,125.10 49% $3,300.00 $312.51 430-174- PIPE CULVERT, ADS, ROUND, 15" $990.00 $0.00 $495.00 $0.00 $495.00 50% $495.00 $49.50 430-174- PIPE CULVERT, ADS, ROUND, 18" $1,531.20 $0.00 $1,531.20 $0.00 $1,531.20 100% $0.00 $153.12 430-174-118 PIPE CULVERT, PVC, ROUND, 18" $1,746.00 $0.00 $873.00 $0.00 $873.00 50% $873.00 $87.30 430-174-124 PIPE CULVERT, PVC, ROUND, 24" $5,239.50 $0.00 $5,239.50 $0.00 $5,239.50 100% $0.00 $523.95 430-174-130 PIPE CULVERT, PVC, ROUND, 30" $9,363.60 $0.00 $7,282.80 $0.00 $7,282.80 78% $2,080.80 $728.28 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" $2,887.50 $0.00 $1,443.75 $0.00 $1,443.75 50% $1,443.75 $144.38 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" $6,067.60 $0.00 $3,033.80 $0.00 $3,033.80 50% $3,033.80 $303.38 430-982-123 MITERED END SECTION, RCP, 15" $302.50 $0.00 $0.00 $0.00 $0.00 0% $302.50 $0.00 430-982-125 MITERED END SECTION, RCP, 18" $1,159.40 $0.00 $0.00 $0.00 $0.00 0% $1,159.40 $0.00 430-982-129 MITERED END SECTION, RCP, 24" $803.00 $0.00 $0.00 $0.00 $0.00 0% $803.00 $0.00 430-982-625 MITERED END SECTION, RCP, 14" x 23" $579.70 $0.00 $289.85 $0.00 $289.85 50% $289.85 $28.99 520-1-10 CONCRETE CURB & GUTTER, TYPE F $3,102.00 $0.00 $0.00 $0.00 $0.00 0% $3,102.00 $0.00 520-2-4 CONCRETE CURB, TYPE D $6,039.00 $0.00 $0.00 $0.00 $0.00 0% $6,039.00 $0.00 522-1 CONCRETE SIDWALK, 4" THICK $21,110.08 $0.00 $0.00 $0.00 $0.00 0% $21,110.08 $0.00 527-2 DETECTABLE MAT $1,603.80 $0.00 $0.00 $0.00 $0.00 0% $1,603.80 $0.00 530-3 RIPRAP - BANK AND SHORE $55,968.00 $0.00 $55,968.00 $0.00 $55,968.00 100% $0.00 $5,596.80 570-1-2 PERFORMANCE TURF (SOD) $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 580-1-1 LANDSCAPE COMPLETE -SMALL PLANTS $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 580-1-2 LANDSCAPE COMPLETE -LARGE PLANTS $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 590-1 LANDSCAPE IRRIGATION SYSTEM $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-11A SINGLE POST SIGN - F&I, HANDICAPPED $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-11B SINGLE POST SIGN - F&I, STOP $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 A B C D E F G H I ITEM NO. DESCRIPTION OF WORK SCHEDULED VALUE WORK COMPLETED MATERIALS PRESENTLY STORED (NOT IN D OR E) TOTAL COMPLETED AND STORED TO DATE (D + E + F) % (G 1 C) BALANCE TO FINISH (C - G ) RETAINAGE (IF VARIABLE RATE) FROM PREVIOUS APPLICATION (D+E) THIS PERIOD 700-1-12 SINGLE POST SIGN - F&I, STOP/DO NOTENTER $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 71141411 Regular Paint, STANDARD, WHITE, SOLID(6") $1,140.00 $0.00 $0.00 $0.00 $0.00 0% $1,140.00 $0.00 711-11-123 Regular Paint, STANDARD, WHITE, SOLID,(12") $322.00 $0.00 $0.00 $0.00 $0.00 0% $322.00 $0.00 711-11-125 Regular Paint, STANDARD, WHITE, SOLID,(24") $153.40 $0.00 $0.00 $0.00 $0.00 0% $153.40 $0.00 711-11470 Regular Paint, STANDARD, WHITE,ARROW $130.00 $0.00 $0.00 $0.00 $0.00 0% $130.00 $0.00 711-11-460 Regular Paint, STANDARD, BLUE,MESSAGE (HANDICAPPED SYI $95.00 $0.00 $0.00 $0.00 $0.00 0% $95.00 $0.00 1000 MANATEE PROTECTION $8,580.00 $0.00 $2,750.00 $0.00 $2,750.00 32% $5,830.00 $275.00 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY $1,980.00 $0.00 $0.00 $0.00 $0.00 0% $1,980.00 $0.00 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC $3,630.00 $0.00 $0.00 $0.00 $0.00 0% $3,630.00 $0.00 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT $1,072.50 $0.00 $0.00 $0.00 $0.00 0% $1,072.50 $0.00 1060-15 UTILITY STRUCTURE, SANITARY MANHOLE,MODIFY, INSIDE Di $577.50 $0.00 $0.00 $0.00 $0.00 0% $577.50 $0.00 1080-11-101 UTILITY FIXTURE, 1" METER $1,402.50 $0.00 $0.00 $0.00 $0.00 0% $1,402.50 $0.00 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1"CORP STOP $1,705.00 $0.00 $0.00 $0.00 $0.00 0% $1,705.00 $0.00 GRAND TOTAL $411,412.27 $ $159,662.65 $ $ 159,662.65 $ 251,749.62 $ 15,966.27 WARNING! FLORIDA'S CONSTRUCTION LIEN LAW ALLOWS SOME UNPAID CONTRACTORS, SUBCONTRACTORS, AND MATERIAL SUPPLIERS TO FILE LIENS AGAINST YOUR PROPERTY EVEN IF YOU HAVE MADE PAYMENT IN FULL. UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM US (Lienor) EVERY TIME YOU PAY YOUR CONTRACTOR. 9414814999908598253290 9414814999908598253290-8253313 JULY 6, 2017 NOTICE TO OWNER / NOTICE TO CONTRACTO" f To: (Owner) b(< Q ��(�'� 9414814999908598253290 (`pl ��¢1 CITY OF OKEECHOBEE Lei I j e((��cc)) 55SE3RDAVE ; tire /3f -dm) OKEECHOBEE FL 34974 b �y,r io" Se 11(-)-e) C t ( 1�emCs omPlet� The undersigned hereby informs you that he or she has furnished or is furnishing servi N-�r O'F l l WATERWORKS AND FIRE PROTECTION MATERIALS +e jns Qom p!e-kd re' �e for the improvements of real property identified as 701 SOUTHEAST 6TH STREET, OK }GlrlYl)✓)1SfGL')�f. "CENTENNIAL PARK STORM WATER, SITE WORK FOR STORM WATER IMPROVEMEN 16", PW 01-00-02-17, BOND NUMBER GSM 35232, AND FURTHER DESCRIBED IN BOND RECORDED IN OR BOOK 792 PAGE 544 PUBLIC RECORDS OKEECHOBEE COUNTY, FLORIDA. under an order given by B&B SITE DEVELOPMENT INC. Florida law prescribes the serving of this notice and restricts your rights to make payments under your contract in accordance with Section 713.06, Florida Statutes. In the event that the contract for improvement is bonded, pursuant to Section 255.05, 713.23, 713.245 or 337.18 Florida Statutes, Title 40 USC Section 3131, et seq., or any other form of bond, the undersigned intends to look to that bond for protection and payment. The undersigned requests a copy of the payment bond and a copy of any direct contracts pertaining to the improvements for this project and agrees to pay reasonable copy costs for such copy. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid, have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF: --RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. --LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Business and Professional Regulation. COPIES TO: 9414814999908598253313 (GEN CONTR) SEMINOLE DESIGN -BUILD INC 401 SW 2ND STREET OKEECHOBEE FL 34974 (Under an order given by) B&B SITE DEVELOPMENT INC 1505 S PARROTT AVE UNIT C OKEECHOBEE FL 34974 9414814999908598253306 (BOND) THE GRAY INSURANCE COMPANY P 0 BOX 6202 METAIRIE LA 70009-6202 (AGENT) FLORIDA SURETY BONDS INC 620 N WYMORE ROAD STE 200 MAITLAND FL 32751 By: JOY BODOH 1 NACM Services Corp. (813)289-8894 Any demand made pursuant to Section 713.16, Florida Statutes, must be directed to the attention of the Lienor's representative at the address of the Lienor shown below. As Authorized Agent for Lienor: H D SUPPLY WATERWORKS LTD ATTN: KAREN JOHNSON 1830 CRAIG PARK COURT SAINT LOUIS MO 63146 (Ref#: 062-133591) PRECEIVED a 1 d 2011 2300672 xoSUPPLY WATERWORKS LTD ATTN: KAREN JOHNSON 1830 CRAIG PARK COURT SAINT LOUIS MO 63146 Address Service Requested (n:f`062'133591) 1 1 USPS CERTIFIED MAIL 1 11 11 1 1 1 1 111 1 9414 8149 9990 8598 2532 90 UU�XUU"UnuUUUvUUUUUUUU"U&KYxUUUA"UKU"U"K0UUVUxKKU�»UUnUUUUnU"" CITY OF OKEECHOBEE ssss3RD AVE OKEECHOBEE FL 34974 WHAT IS A NOTICE TO OWNER ? You have just received a Notice to Owner from NACM Services Corporation. Perhaps you are asking these questions... what is a Notice to Owner, and why was | sent this document? Those are both good questions. This short summary will attempt to answer them. Florida Law prescribes that anyone who supplies labor, services or material to your contractor on your construction job must send you a Notice to Owner. THE NOTICE TO OWNER IS NOT A LIEN ON YOUR PROPERTY. It DOES NOT mean that your contractor has failed to pay the company who has given this notice. It merely informs you that the company identifiecl in the Notice toOwner iyonyour job and gives you ugeneral description mfthe-type ofmaterials-they- -- mrosupplying orthe type ofwork that they will be performing. Before paying your contractor, you must make sure that the person who has given this Notice to Owner has been paid by the contractor. You do this by obtaining a Lien Wavier, through your Contractor, from the person identified in the Notice to Owner (Umnu/'o Name and address). If you have a construetion lender and the lender is paying the contractor directy, the lender is responsibe for getting the necessary lien waivers. You may wish to check with your lender to verify that they will be managing these documents in connection with each payment to the contractor. This is a very general description of the owner's obligation under the Construction Lien Law. For further information on managing your construction project, please go to: vvvvvv.Bui|dL\enFraeF|orida.umnn. NOTICE TO OWNER / NOTICE TO CONTRACTOR WARNING!! FLORIDA'S CONTRUCTION LIEN LAW ALLOWS SOME UNPAID CONTRACTORS, SUBCONTRACTORS, AND MATERIAL SUPPLIERS TO FILE LIENS AGAINST YOUR PROPERTY EVEN IF YOU HAVE MADE PAYMENT IN FULL. UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOU PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM US EVERY TIME YOU PAY YOUR CONTRACTOR. Date: June 27, 2017 TO OWNER: City of Okeechobee 55 S.E. 3`d Avenue Okeechobee, Florida 34974 The undersigned hereby informs you that he has furnished, or is furnishing services or materials as follows: Labor equipment and materials to construct Centennial Park Storm Water Improvements Contract No.: PW01-00-02-17 for the improvement of the real property identified as: Centennial Park 701 SE 6th Avenue Okeechobee, Fl. 34974 under an order given by: Seminole Design Build, Inc. Bond# GSM 35232 (The Gray Ins. Company) Florida law prescribes the serving of this notice and restricts your right to make payments under your contract in accordance with Section 713.06 Florida Statutes. If job is bonded under Section 713.23 Florida Statutes, Section 255.05 Florida Statutes, Title 40 U.S.C. Section 270 or any other form of bond, the undersigned intends to look to that bond for protection and payment. If any such bond exists, copies of them are requested by the undersigned. THIS NOTICE IS NOT A LIEN, CLOUD NOR ENCUMBRANCE UPON TITLE TO YOUR PROPERTY, NOR IS IT A MATTER OF PUBLIC RECORD. IMPORTANT INFORMATION FOR YOUR PROTECTION! Under Florida's laws, those who work on your property or provide materials and are not paid, have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or materials suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF! RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. Learn more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Professional Regulation. All demands pursuant to Chapter 713 Florida Statutes are to be directed to: Company Name: B&B Site Development, Inc. 11, fI,,, .sl °27h BY: Title: IT's Addfess: 1505 C. South Parrott Avenue Okeechobee, Fl. 34974 Copies To: Seminole Design Build Inc. Culpepper & Terpening, Inc. The Gray Insurance Company RECEIVED JUN 2.2O17 Patty Burnette From: Cindy Barcia <dnunez@sdbteam.com> Sent: Thursday, August 24, 2017 3:23 PM To: Patty Burnette; David Allen Subject: Releases for Centennial Park Project Attachments: Darw #1 - Releases.pdf Good afternoon, I have attached the releases for the City Centennial Park Project. Please let me know if you need other information. Thank you, Office Manager Seminole Design -Build, Inc. 401 SW 2nd Street, Okeechobee, FL 34974 (Office)863-467-1115 (Fax1863-824-3327 dnunez@sdbteam.com WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ 143,696.38 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 07/24/2017 to CITY OF OKEECHOBEE, on the job of Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ 143,696.38 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 07/24/2017 to CITY OF OKEECHOBEE, on the job of Centennial Park Storm Water Improvements for improvements to the following described project: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA Dated: 7/J///7 ..s Print Name: DAVID NUNEZ Title: PRESIDENT The foregoing instrument was acknowledged before me this day of 2017, by David Nunez, as President , of Seminole Design -Build, Inc. on behalf of the orpor ion. He/She is personally known as identi cf tion. to me or has produced (Notary S CYNTHIA BARCIA Commission* FF 971874 My Commission Expires March 15, 2020 NOTAR PUBLIC Cynthia Barcia My commission expires: March 15,2020 WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ 125,922.29 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 07/24/2017 to SEMINOLE DESIGN -BUILD, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ 125,922.29 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 07/24/2017 to SEMINOLE DESIGN -BUILD, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA Dated: (.)' 1 LI v I ! B&B SITE DEVELOPMENT, INC. B Print Name: Michelle Bau Title: President The foregoing instrument was acknowledged before me this 'I4 day of t- U3kr..- , 2017, by Michelle Baughman, as President , of B&B Site Development, Inc. on behalf of the corporation. He/She i ersonally i me or has produced as identification. (Notary Seal) NOT PY P My commission expires:QtQ oil, aOlg KOURTNEYTAYLOR WAINE` MY COMMISSION WFFIB�Y:' EXPIRES December 21.2U I t (407) 79eO1 W F1oddallotarySarvlee.eom to WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $!1f Oil .33 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 07/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ ) IJO1 ti 1 3-9- hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 07/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: 4,.3 2 qj -o 19 PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA CONTECH Print Name:-f'Nc,ifa.S /17.c?,IR*.sok/ Title:-/VGitiLM The foregoing instrument was acknowledged before me this o? l day of Aucy1s4 , 2017, bylntrnS a( nsiextSq-4_, as rr,Sne2st . of e-rviVech on behalf of the corporation. f She is • ersonally know to me or has produced as identification. (Notary Seal) OT •;•�• UBL My commission expires:"becembeg al,SOfg KOURTNEY TAYLOR WAINER MY COMMISSION #FF184725 EXPIRES December 21, 2018 (40 t53 FlocldallotaNServtee.com WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT n The undersigned lienor, in consideration of the sum of $ q0'I7 07Y hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 07/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ go'70.?. hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 07/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: I� + 3, a01 PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA TRIPLE E EQUIPMEN BY' Print Name: t&3 tIh ca rv1 i- r kSwarlb Title: No, Y\ nt r.P y' The foregoing instrument was acknowledged before me this 23 �G'day of fl r, ii. $+ , 2017, by 1)0.1 1/1 A m .Y. t' F of Y1{� C5 j(�nrtQn — on behalf of the corporation. x r.inStici. 'i , as r\/�CQ/NC .0 He/She is personally known to meYor has produced U as identification. Al IP P�8 ASHLEY SEXTON MY COMMISSION # FF226966 EXPIRES May 05.2019 1) FlondaHOIa Se^^a oa,. NsTAR My com xpires: WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ $1 0.00 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 07/24/2017 to B&B SITE DEVELOPMENT. INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ 10.00 hereby waives its rights to claim against the payment bond for tabor, services, or materials furnished through 07/24/2017 to B&B SITE DEVELOPMENT, INC., on the Job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated:'P51d4� i1? abI7 PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA H D SUPPLY WATERWORKS LTD Print Name: Sharnell Merkling Title: Credit Manager The foregoing Instrument was acknowledged before me this 14 th day of (1.6)--, , 2017, by Sharnell Merkling , as Credit Manager , of HD Suppjy Waterworks on behalf of the corporation. He/She is personally known to me or has produced t! A as identification. (Notary Seal) c NOTARY PUBLIC My commission expires: :�• `• STACIE K. SANDERS .I % '. 4 MY COMMISSION II GG 111710 EXPIRES: October 4, 2021 a. °'' Bonded Um Notary Public undonrrrims WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ 5 . 'hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 07/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ 8763. 5' hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 07/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: 7 1Y-/7 PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS • 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA American Concrete, Inc. BV: 7 Print Marne: i'o%el// L. no&ice' Title: i /'PSI d.P..4 71 - The foregoing instrumeptt-- iias acknowledged before me this 4day of a s f vie9//./.�1 , of , • , a/ i He/She is personally known to me or has produced / de 1'cation. 2017, by Via— I_ 65y/A- .r.;�' on behalf of the corporation. U X °`siNotary Public Slate of Florida r Margie A Johnson •7MyCommission FF 042699 '?0, no's Expires 09/24/2017 (Notary Seal) ' // •' ��'4 NOTAR PUBIC My commission expires: d eA i 4 /% 4 f obin ton (chatty? q --his ft) UJh bas `UAL orr�5.ic�r qI' i'i Exhibit 14 Aug 15, 2017 kcs_SEMINOLE _ DESIGN -BUILD, INC 401 SW 2nd 5REET, OKEECHOBEE, FLORIDA 34974 1 ;' , ( Off- iriC C' i r ,; r ;''. v863-467-1115 OFFICE To: City of Okeechobee RE: Centennial Park Storm Water Improvements Please find the attached deductive change order to supply and install a different baffle box than what is on the plans. The deductive change order is to reduce the price by $ 23,488.92 and to add 98 days to the contract days once the change order and submittals are signed and approved. The need for the extra days is because that in two weeks we are at a standstill until the baffle box arrives. The manufacturer of the box has given us a delivery date of somewhere between 4 to 9 weeks once they receive a signed submittal and then it will take 5 weeks to complete project once the box has been delivered. Respectfully submitted David Nunez Seminole Design Build, Inc. tAIIA Document G701"— 2001 Change Order PROJECT City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Centennial Park Storm Water TO CONTRACTOR Seminole Design -Build, Inc. 401 SW 2nd Street Okeechobee, FL 34974 CHANGE ORDER NUMBER: DATE: August 1, 2017 CONTRACTOR:n ARCHITECT'S PROJECT NUMBER: PW 01-00-02-17 FIELD: n CONTRACT DATE: 8/1/2017 CONTRACT FOR: OTHER: THE CONTRACT IS CHANGED AS FOLLOWS: (Include, where applicable, any undisputed amount attributable to previously executed Construction Change Directives) The original Contract Sum was The net change by previously authorized Change Orders The Contract Sum prior to this Change Order was The Contract Sum will be increased by this Change Order in the amount of The new Contract Sum including this Change Order will be The Contract Time will be increased by Ninety -Eight ( 98 ) days.- 98 DAYS - - -- — -- The date of Substantial Completion as of the date of this Change Order therefore is $ 411,412.27 $ $ 411,412.27 (23,488.92) 387,923.35 pending change order & submitral approval dare NOTE:This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. Cu peyyer &t' 'eryening, Inc. Seminole Design -Build, Inc. City of O(zeecdio6ee ARCHITECT 2980 SW 28th Street Ft Pierce, FL 34981 ADDRESS BY (Signature) (Typed name) DATE CONTRACTOR OWNER 401 SW 2nd Street Okee ; obee, FL 3 55 S.E. 3rd Avenue FL 34974 ADDRESS Okeechobee, BY (Signature) BY (Signature) /V €11 ' 1. ,Jr David Nu, J 1 nes //7 (Typed name) DATE DATE AJA Document 0701111- 2001. Copyright 01979, 1987, 2000 and 2001 by The American Institute of Architects. At rights reserved. WARNING: This AIA' Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIAtti Document or any portion of It, may result In severe civil endcriminal penalties, and will beprosecuted to the maximum extent possible under the law. This document was produced by AIA software at 10:37:14 on 09/20/2007 under Order No.1000293426_1 which expires on 3/21/2008, and Is not for resale. 1 ti. b ji PACT PPE OTO' RCP 1DA= OFFISH()) EC ITP.OF3 PLAN VIEW CO TRACTOATO GROUT TO FNiNiD GRADE PERHNIERT FOR ELEV. CANTRACTOR TO FROMM GRADE 111.43711301 ELEVATION VIEW IOW RNFLw 1SS•F ELSV. ILK P MWPWSL1i . OIWFR • • ` BAFflEV1141./ SECTION A -A 4LAIFRIAL.OVOEO Rr cDNTFCA4 NSTAUED ST ALLLPAM SwaO4ANER CONrEG1 OWL C1144111111 SEALANT ALAI MO ORIFICE PLATE AUAANIAI ERMTE Nr1ri NASIPC AON7 SEALANT BR ii tJF1 twit Alio ms & 171 TOWN TNT CONIMCTOL CONTRACT CFI :digs !Tydi!! .111: i(tIJ PATO WWI WOES lr-0 s ti !T 4-*. .." (4414-;".".."7 OF KARROO/ R ti 1 I 1 r4 j1 1 OUTLET4 EC ITP.OF3 PLAN VIEW CO TRACTOATO GROUT TO FNiNiD GRADE PERHNIERT FOR ELEV. CANTRACTOR TO FROMM GRADE 111.43711301 ELEVATION VIEW IOW RNFLw 1SS•F ELSV. ILK P MWPWSL1i . OIWFR • • ` BAFflEV1141./ SECTION A -A 4LAIFRIAL.OVOEO Rr cDNTFCA4 NSTAUED ST ALLLPAM SwaO4ANER CONrEG1 OWL C1144111111 SEALANT ALAI MO ORIFICE PLATE AUAANIAI ERMTE Nr1ri NASIPC AON7 SEALANT BR ii tJF1 twit Alio ms & 171 TOWN TNT CONIMCTOL CONTRACT CFI :digs !Tydi!! .111: i(tIJ PATO WWI WOES M now Ila 6S REAM PEPPOO NIO FRS OF KARROO/ •GROLPOWLTIA ElEv. IASTINEDI 1S7 •SST NOTED /ib1/1E0iTOIROMOE N. WTFAW7 IMMO ROM OTCSAISE 1 FOL FMNCAT40N OMIAIIPL3 NTN OFTARED VAULT OI1E16OICS MO NOWT, PEKE CONTACT TOW CON1E01 RFPRESOrtATNE-w.r..._.c. 1 VORTECIN%MIR QUALM VMS SIPLLDE blADCORDNCENM ALL OCLION DATAND NFORMAT ON CONTAINED N 134 OIAVRD/a cCNNWACTOi 1O OW'iiM1HAT*TRUCTLRE ;WI NEa*JROANTS OF PRO*CI. L &TRUClURS OWL 1EET N3.2041740 MIWOKRROA FMLN COVER OF S- T. NC GROIPOORTER ELEVATION AT. OR MBW7. 7.rASOVE $TR1C1116 MERL 11004SER OF MOW TO PRWOEACTUN.OROAONATER ELEVATOR. MilanERM F. ET AAS11OO IOOSLOAD MTNO AML liE CAST NTN TIETIECONIFER D V 1 ram SURFACEWELEVATION N 14EVORTEOO STRUMMED EMOTES TO SE AT OR BELOW TW OF FLAW CONTROL VOL. WONG M DOWN fTONL A VOg1ECa S1RrXIt L RMA. K PRECAST CONCRETE COKODaQ TOASIMCAST NO AA3M0 LWO FACTOR DEMON MEMO.IE 7L NT BAWLLOEM NOIOI ANRPOIATIONPROVOIDINME ERC7PEr IC MOM COMMUTATIONS ANO FRAU. BE IPEO7IEDPT ENCI EEROFREOM. L CCFM=1011 TO FRONDS EOLlrIBR VON RIPICENT LFTSO AND REACH C.AFOCTFC TO LIT NO KTM SORTS** STRRA:IIRE tunic CWIOES P:DY®G C. COITMCTORTO NSTI1J-XeIT SHUNT SEWER NJ. 31RKRREJOINTS NAa.W+ O STRUCTURE 0. CONTRACTOR ID PRDVLOE06TNLN0 =UT WEL 114iT PPE TOPE SFT IO' TO STRUG*URUWIIL MATCH/4i MVEMSNIN ELEVATORS LOVE SUAVE CERTU ES TO MATCH PPE C•040 CENTERLROL E COIMUCIOR TO PROVEN AM EXTERNAL ROARS STRUCTURE (MOUSED FOR OFFy6UTCUT W ASS OINERASE WiTW. F.. CONTRACTOR TOPROVOS NORMALLRANI=RISERS. GRAM RPIOS OR SLOCRREOlSOSSBE1MEENTHE TOP OF M WR1WO STRUC1WS NOM SASE OF THE IWM=FRAWS. 0. NSTNLATRNNO ASSF?MILT SCIRlC11WLAVAWIE UPON REQUEST. NV. ELEV. Tat OUTSOE BOTTOM RFV 141 Qa J en co o-"- ZLL intu W W oWOW g (-) v W W N rc W000 fr CC 0 Q 1— ITAPPI 1Ml E friEST PGT • EPOOO 1DS OF 3PECES NM FOOTPRINT • 11.37 a 17.37 CONTECA CONTRACT DRAWING - 7RN7 CLASS o ORA Imam 4aE Oagakia DM TIM •••4411... WPM ..., 1 W 1 V1600-3 V1610-3 Assembly (6) 7/8" DIA HOLES BLANK TAG AREA CUSTOM LOGO 1" DIA HANDLING HOLE (2) CLOSED PICKHOLES 1/2" SAN SERIF BOLD FLAT FACE LETTERS PLAN VIEW 25 1/4` DIA --{ 3/8" SHARP FACE GOTHIC CUSTOMER PART NUMBER 3/8" SHARP FACE GOTHIC COVER SECTION ,A3 1 1/2" 25D" DIA 1 1/2" 24'" OW I I 4" 1 1/2" J I L 3/4" 25 1/2" DIA 32 1/8- DIA RING SECTION Reviewed By Seminole Design -Budd, Inc. 1101111 e, uto Product Number 41600389 Design Features -Materials Frame Gray Iron (013513) Cover Gray Iron (C135B) -Design Load Heavy Duly -Open Area n/a -Coating Undlpped •✓Designates Machined Surface Certification •ASTM A48 :Country of Origin:USA Major Components 41600310 41600374 Drawing Revision 05/02/2008 Designer. DEW 6/202017 Revised By: DAE Disclaimer Wetpds ISOA421 al,onsbns Ihawtlarml nun* Ihei‘m to sooty regsratt:STIXIII dram rake. CONFIDE/1TM: Ms Oohing Is etr Pagan e1El CROUP. I C..,RW arttaaoa CoeWonIathbml/R1 leolllrred reer4s. ,Y.M.f, kadf NBH 14e:rya?L •vita Stow Rea Nr1 h Sr Papery el El CROUP. Ire. COrsil 42012 El anou?. Ire. AI eergs n1:rrM. Contact 800 626 4853 e(co.com *AlEiV Document G702n —1992 Application and Certificate for Payment TO OWNER: City of Okeechobee 55 S.E. 3rd Avenue Okeechobee, FL 34974 FROM CONTRACTOR: Seminole Design -Build, Inc. SW 2nd Street Okeechobee, FL 34974 AU6 2 S 2017 FINANCE a_�►1-41 PROJECT: Centennial Park Storm Water Improvements 701 SE 6th Avenue, Okeechobee, FL 34974 VIA 401 ARCHITECT: Culpepper & Terpening, Inc. CONTRACTOR'S APPLICATION FOR PAYMENT ,Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet, AIA Document G703, is attached. 1. ORIGINAL CONTRACT SUM 2. NET change by Change Orders 3. CONTRACT SUM TO DATE (Line 1+2) 4. TOTAL COMPLETED & STORED TO DATE (Column G on G703) ... 5. RETAINAGE: a. 5 % Of Completed Work (Column D+E on G703) b. 10 % of Stored Material $ $ 411,412.27 $ 411,412.27 $ 211,765.77 $ 10,588.29 (Column F on G703) Total Retainage (Lines 5a+5b or Total in Column I of G703) 6. TOTAL EARNED LESS RETAINAGE (Line 4 Tess Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) 8. CURRENT PAYMENT DUE 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 Tess Line 6) 210,234.79 $ 10,588.29 $ 201,177.48 $ 143,696.38 $ 57,481.10 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner Total approved this Month TOTALS NET CHANGES by Change Order PD*43ao • D rcu) a Pcui5 �, �-g t , to P. pwy q-aI-t/ APPLICATION NO: 2 PERIOD TO: 8/2512017 CONTRACT FOR: CONTRACT DATE: 6/1/2017 PROJECT NOS: PW 01-00.02-17 Distribution to: OWNER: X ARCHITECT: CONTRACTOR: FIELD: OTHER: The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payme received from the Ow r, and that current p•ymen erein is now due. CONT By: State of: Florid- - - Subscribed and sworn to before me this PIS Notary Public: l,' _� My Commission expires: .345 -/?6,20 ARCHITECT'S CERTIFICATE FOR PAYMENT .• Date: a X/7 /..y04 4ARC1A E • on it FF 971874 My Commission Expires Match 15, 2020 In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progessed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED 5-7/ Lig/ . IL) (Attached explanationit amount certified differs from the amount applied. Initial all figures on this Application and on the Continuation Sheet that are changed t0 conform with the amount certified) ARCHITECT?------) ( J By: 1 I DATE: Q- 18-1 7 This certificate is not negotiablo. Tho AMOUNT CERTIFIED Is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without pruiudico to any rights of the Owner or Contractor under this Contract *AIA Document G7034 -1992 Continuation Sheet AIA Document 0702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached In tabulations below, amounts are stated to the nearest dollar. Use Column 1 on Contracts where variable retainage for line items may apply. APPLICATION NO: 2 APPLICATION DATE: 8/28/2017 PERIOD TO: 8/25/2017 ARCHITECT'S PROJECT NO: PW 01-00-02-17 A B C D C D 1 1 E F G H I ITEM NO. DESCRIPTION OF WORK Quantity Unit Cost SCHEDULED VALUE Quantity From Previous Application Value of Work Value of Work Completed Quantity Completed From Previous This Period This Period Application MATERIALS PRESENTLY STORED TOTAL COMPLETED AND STORED TO DATE ,/o BALANCE TO FINISH RETAINAGE 101-1A MOBILIZATION / DEMOBILIZATION 1 $41,741.70 $41,741.70 50.00% $20,870.42 25% $10,435.42 $0.00 $31,305.84 75% $10,435.86 $1,565.29 101-1B PRE -CONSTRUCTION VIDEO 1 $660.00 $660.00 0% $0.00 $0.00 $0.00 0% $660.00 $0.00 102-1 MAINTENANCE OF TRAFFIC 1 $550.00 $550.00 0% $0.00 $0.00 $0.00 0% $550.00 $0.00 104-2A PREVENTION, CONTROL & ABATEMENT OFEROSIO 1 $550.00 $550.00 100% $550.00 $0.00 $550.00 100% $0.00 $27.50 104-10-3 SEDIMENT BARRIER 685 $1.65 $1,130.25 685.00 $1,130.25 $0.00 $1,130.25 100% $0.00 $56.51 104-11 FLOATING TURBIDITY BARRIER 620 $7.98 $4,947.60 595.86 $4,754.98 $0.00 $4,754.98 96% $192.62 $237.75 104-15 SOIL TRACKING DEVICE 1 $2,750.00 $2,750.00 100% $2,750.00 $0.00 $2,750.00 100% $0.00 $137.50 104-18 INLET PROTECTION SYSTEM 7 $82.50 $577.50 $0.00 7.00 $577.50 $0.00 $577.50 100% $0.00 $28.88 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS 1 $9,900.00 $9,900.00 30% $2,970.00 20% $1,980.00 $0.00 $4,950.00 50% $4,950.00 $247.50 110-14 CLEARING & GRUBBING 2.5 $220.00 $550.00 $550.00 $0.00 $550.00 100% $0.00 $27.50 110-4 MAINTENANCE OF EXISTING DRAINAGE 1 $220.00 $220.00 0% $0.00 100% $220.00 $0.00 $220.00 100% $0.00 $11.00 120-1A REGULAR EXCAVATION & EMBANKMENT 1 $17,600.00 $17,600.00 100% $17,600.00 $0.00 $17,600.00 100% $0.00 $880.00 120-4 SUBSOIL EXCAVATION 600 $11.00 $6,600.00 300.00 $3,300.00 300.00 $3,300.00 $0.00 $6,600.00 100% $0.00 $330.00 120-6A EMBANKMENT- SAND BEACH 200 $27.50 $5,500.00 200.00 $5,500.00 $0.00 $5,500.00 100% $0.00 $275.00 160 STABILIZED SUBGRADE (12" THICK) 1243 $3.30 $4,101.90 $0.00 1,243.00 $4,101.90 $0.00 $4,101.90 100% $0.00 $205.10 285-715 BASE (LBR 100) (8" THICK) 1198 $16.78 $20,102.44 $0.00 958.40 $16,081.95 $0.00 $16,081.95 80% $4,020.49 $804.10 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT,1" AVERAGE 333 $6.60 $2,197.80 $0.00 $0.00 $0.00 0% $2,197.80 $0.00 334-1-13 SUPERPAVE ASPHALTIC CONCRETE,TRAFFIC C (SP -9 118 $143.00 $16,874.00 $0.00 $0.00 $0.00 0% $16,874.00 $0.00 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' 3 $1,375.00 $4,125.00 1.00 $1,375.00 2.00 $2,750.00 $0.00 $4,125.00 100% $0.00 $206.25 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' 2 $2,860.00 $5,720.00 1.00 $2,860.00 $0.00 $2,860.00 50% $2,860.00 $143.00 425-1-901 INLET, SPECIAL, BAFFLE BOX 1 $104,458.20 $104,458.20 0% $0.00 $0.00 $0.00 0% $104,458.20 $0.00 425-10 YARD INLET 5 $1,320.00 $6,600.00 5.00 $6,600.00 $0.00 $6,600.00 100% $0.00 $330.00 425-2-41 MANHOLE, P-7, < 10' 1 $2,530.00 $2,530.00 100% $2,530.00 $0.00 $2,530.00 100% $0.00 $126.50 425-2-71 MANHOLE, I-7, < 10' 2 $2,860.00 $5,720.00 1.50 $4,290.00 0.50 $1,430.00 $0.00 $5,720.00 100% $0.00 $286.00 430-174- PIPE CULVERT, ADS, ROUND, 12" 330 $19.47 $6,425.10 160.51 $3,125.10 169.49 $3,300.00 $0.00 $6,425.10 100% $0.00 $321.26 430-174- PIPE CULVERT, ADS, ROUND, 15" 36 $27.50 $990.00 18.00 $495.00 18.00 $495.00 $0.00 $990.00 100% $0.00 $49.50 430-174- PIPE CULVERT, ADS, ROUND, 18" 48 $31.90 $1,531.20 48.00 $1,531.20 $0.00 $1,531.20 100% $0.00 $76.56 *A]ILLV Document G7OT —1992 Application and Certificate for Payment AUS 2S 2011 FINANCE q -2/ -ii TO OWNER: City of Okeechobee 55 S.E. 3rd Avenue Okeechobee, FL 34974 FROM CONTRACTOR:- Seminole Design -Build, Inc. SW 2nd Street Okeechobee, FL 34974 PROJECT: Centennial Park Storm Water Improvements 701 SE 6th Avenue, Okeechobee, FL 34974 VIA 401 ARCHITECT: Culpepper & Terpening, Inc. APPLICATION NO: 2 PERIOD TO: 8/2512017 CONTRACT FOR: CONTRACT DATE: 6/112017 PROJECT NOS: PW 01.00.02.17 Distribution to: OWNER: X ARCHITECT: CONTRACTOR: FIELD: OTHER: CONTRACTOR'S APPLICATION FOR PAYMENT .Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet, AIA Document G703, is attached. 1. ORIGINAL CONTRACT SUM 2. NET change by Change Orders 3. CONTRACT SUM TO DATE (Line 1+2) 4. TOTAL COMPLETED & STORED TO DATE (Column G on G703) ... 5. RETAINAGE: a. 5 % Of Completed Work (Column D+E on G703) b. 10 % of Stored Material (Column F on G703) Total Retainage (Lines 5a+5b or Total in Column I of G703) 6. TOTAL EARNED LESS RETAINAGE (Line 4 Tess Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) 8. CURRENT PAYMENT DUE 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) $ 411,412.27 411,412.27 211,765.77 $ 10,588.29 210,234.79 $ 10,588.29 $ 201,177.48 $ 143,696.38 $ 57,481.10 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner Total approved this Month TOTALS NET CHANGES by Change Order PD* �3aO D rcu, a Pcui 67,14-2.1. Io The undersigned Contractor certifies that to the best of the Contractors knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payme ,, received from the Ow -r, and that current p.ymen ' erein is now due. CONT By: State of: Florid - v Subscribed and swom to before me this P464— Date: VP 51/7 Notary Public: lyA, My Commission expires: .,34/ oao ARCHITECT'S CERTIFICATE FOR PAYMENT c• y!t1ttARCIA 'on tt FF 971874 My Commission Expires March 15, 2020 In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architects knowledge, information and belief the Work has progessed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED 5-71 I1e/. lo (Attached explanationif amount certified differs from the amount applied. Initial all figures on this Application and on the Continuation Sheet that are changed t0 confom with the amount certified.) ARCHITEC By: DATE: q- 18-17 This certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract w r1? - MIA Document G703" -1992 Continuation Sheet AIA Document 0702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column 1 on Contracts where variable retainage for line items may apply. APPLICATION NO: 2 APPLICATION DATE: 8/28/2017 PERIOD TO: 8/25/2017 ARCHITECT'S PROJECT NO: PW 01-00-02-17 A B C D C D 1 I E F G H I ITEM NO. DESCRIPTION OF WORK Quantity Unit Cost SCHEDULED VALUE Quantity From Previous Application Value of Work Value of Work Completed Completed From Prevlous Quantity This Period Application This Period MATERIALS PRESENTLY STORED TOTAL,BALANCE COMPLETED AND STORED TO DATE O0 TO FINISH RETAINAGE 101-1A MOBILIZATION / DEMOBILIZATION 1 $41,741.70 $41,741.70 50.00% $20,870.42 25% $10,435.42 $0.00 $31,305.84 75% $10,435.86 $1,565.29 101-1B PRE -CONSTRUCTION VIDEO 1 $660.00 $660.00 0% $0.00 $0.00 $0.00 0% $660.00 $0.00 102-1 MAINTENANCE OF TRAFFIC 1 $550.00 $550.00 0% $0.00 $0.00 $0.00 0% $550.00 $0.00 104-2A PREVENTION, CONTROL & ABATEMENT OFEROSIO 1 $550.00 $550.00 100% $550.00 $0.00 $550.00 100% $0.00 $27.50 104-10-3 SEDIMENT BARRIER 685 $1.65 $1,130.25 685.00 $1,130.25 $0.00 $1,130.25 100% $0.00 $56.51 104-11 FLOATING TURBIDITY BARRIER 620 $7.98 $4,947.60 595.86 $4,754.98 $0.00 $4,754.98 96% $192.62 $237.75 104-15 SOIL TRACKING DEVICE 1 $2,750.00 $2,750.00 100% $2,750.00 $0.00 $2,750.00 100% $0.00 $137.50 104-18 INLET PROTECTION SYSTEM 7 $82.50 $577.50 $0.00 7.00 $577.50 $0.00 $577.50 100% $0.00 $28.88 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS 1 $9,900.00 $9,900.00 30% $2,970.00 20% $1,980.00 $0.00 $4,950.00 50% $4,950.00 $247.50 110-1-1 CLEARING & GRUBBING 2.5 $220.00 $550.00 $550.00 $0.00 $550.00 100% $0.00 $27.50 110-4 MAINTENANCE OF EXISTING DRAINAGE 1 $220.00 $220.00 0% $0.00 100% $220.00 $0.00 $220.00 100% $0.00 $11.00 120-1A REGULAR EXCAVATION & EMBANKMENT 1 $17,600.00 $17,600.00 100% $17,600.00 $0.00 $17,600.00 100% $0.00 $880.00 120-4 SUBSOIL EXCAVATION 600 $11.00 $6,600.00 300.00 $3,300.00 300.00 $3,300.00 $0.00 $6,600.00 100% $0.00 $330.00 120-6A EMBANKMENT -SAND BEACH 200 $27.50 $5,500.00 200.00 $5,500.00 $0.00 $5,500.00 100% $0.00 $275.00 160 STABILIZED SUBGRADE (12" THICK) 1243 $3.30 $4,101.90 $0.00 1,243.00 $4,101.90 $0.00 $4,101.90 100% $0.00 $205.10 285-715 BASE (LBR 100) (8" THICK) 1198 $16.78 $20,102.44 $0.00 958.40 $16,081.95 $0.00 $16,081.95 80% $4,020.49 $804.10 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT,1" AVERAGE 333 $6.60 $2,197.80 $0.00 $0.00 $0.00 0% $2,197.80 $0.00 334-1-13 SUPERPAVE ASPHALTIC CONCRETE,TRAFFIC C (SP -9 118 $143.00 $16,874.00 $0.00 $0.00 $0.00 0% $16,874.00 $0.00 425-1-521 INLET, DITCH BOTTOM, TYPE C, < io' 3 $1,375.00 $4,125.00 1.00 $1,375.00 2.00 $2,750.00 $0.00 $4,125.00 100% $0.00 $206.25 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' 2 $2,860.00 $5,720.00 1.00 $2,860.00 $0.00 $2,860.00 50% $2,860.00 $143.00 425-1-901 INLET, SPECIAL, BAFFLE BOX 1 $104,458.20 $104,458.20 0% $0.00 $0.00 $0.00 0% $104,458.20 $0.00 425-10 YARD INLET 5 $1,320.00 $6,600.00 5.00 $6,600.00 $0.00 $6,600.00 100% $0.00 $330.00 425-2-41 MANHOLE, P-7, < 10' 1 $2,530.00 $2,530.00 100% $2,530.00 $0.00 $2,530.00 100% $0.00 $126.50 425-2-71 MANHOLE,1-7, < 10' 2 $2,860.00 $5,720.00 1.50 $4,290.00 0.50 $1,430.00 $0.00 $5,720.00 100% $0.00 $286.00 430-174- PIPE CULVERT, ADS, ROUND, 12" 330 $19.47 $6,425.10 160.51 $3,125.10 169.49 $3,300.00 $0.00 $6,425.10 100% $0.00 $321.26 430-174- PIPE CULVERT, ADS, ROUND, 15" 36 $27.50 $990.00 18.00 $495.00 18.00 $495.00 $0.00 $990.00 100% $0.00 $49.50 430-174- PIPE CULVERT, ADS, ROUND, 18" 48 $31.90 $1,531.20 48.00 $1,531.20 $0.00 $1,531.20 100% $0.00 $76.56 A B C D C D 1 1 E F G H I ITEM NO. DESCRIPTION OF WORK Quantity Unit Cost SCHEDULED VALUE• Quantity From previous Application Value of Work Value of Work Completed Completed From Previous Quantity This Period This Period Application MATERIALS PRESENTLY STORED TOTAL COMPLETED AND STORED TO DATE °�° BALANCE TO FINISH RETAINAGE 430-174-118 PIPE CULVERT, PVC, ROUND, 18" 36 $48.50 $1,746.00 18.00 $873.00 18.00 $873.00 $0.00 $1,746.00 100% $0.00 $87.30 430-174-124 PIPE CULVERT, PVC, ROUND, 24" 105 $49.90 $5,239.50 105.00 $5,239.50 $0.00 $5,239.50 100% $0.00 $261.98 430-174-130 PIPE CULVERT, PVC, ROUND, 30" 162 $57.80 $9,363.60 126.00 $7,282.80 36.00 $2,080.80 $0.00 $9,363.60 100% $0.00 $468.18 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" 50 $57.75 $2,887.50 25.00 $1,443.75 25.00 $1,443.75 $0.00 $2,887.50 100% $0.00 $144.38 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" 56 $108.35 $6,067.60 28.00 $3,033.80 28.00 $3,033.80 $0.00 $6,067.60 100% $0.00 $303.38 430-982-123 MITERED END SECTION, RCP, 15" 1 $302.50 $302.50 0% $0.00 $0.00 $0.00 0% $302.50 $0.00 430-982-125 MITERED END SECTION, RCP, 18" 2 $579.70 $1,159.40 $0.00 $0.00 $0.00 0% $1,159.40 $0.00 430-982-129 MITERED END SECTION, RCP, 24" 1 $803.00 $803.00 0% $0.00 $0.00 $0.00 0% $803.00 $0.00 430-982-625 MITERED END SECTION, RCP, 14" x 23" 1 $579.70 $579.70 50% $289.85 $0.00 $289.85 50% $289.85 $14.49 520-1-10 CONCRETE CURB & GUTTER, TYPE F 94 $33.00 $3,102.00 $0.00 $0.00 $0.00 0% $3,102.00 $0.00 520-2-4 CONCRETE CURB, TYPED 610 $9.90 $6,039.00 $0.00 $0.00 $0.00 0% $6,039.00 $0.00 522-1 CONCRETE SIDWALK, 4" THICK 656 $32.18 $21,110.08 $0.00 $0.00 $0.00 0% $21,110.08 $0.00 527-2 DETECTABLE MAT 36 $44.55 $1,603.80 $0.00 $0.00 $0.00 0% $1,603.80 $0.00 530-3 RIPRAP- BANK AND SHORE 640 $87.45 $55,968.00 640.00 $55,968.00 $0.00 $55,968.00 100% $0.00 $2,798.40 570-1-2 PERFORMANCE TURF (SOD) 7200 $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 580-1-1 LANDSCAPE COMPLETE -SMALL PLANTS 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 580-1-2 LANDSCAPE COMPLETE -LARGE PLANTS 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 590-1 LANDSCAPE IRRIGATION SYSTEM 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-11A SINGLE POST SIGN - F&I, HANDICAPPED 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1.11B SINGLE POST SIGN -F&I, STOP 2 $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-12 SINGLE POST SIGN - F&I, STOP/DO NOTENTER 2 $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 711-11-111 Regular Paint, STANDARD, WHITE, SOLID(6") 400 $2.85 $1,140.00 $0.00 $0.00 $0.00 0% $1,140.00 $0.00 711-11-123 Regular Paint, STANDARD, WHITE, SOLID,(12") 140 $2.30 $322.00 $0.00 $0.00 $0.00 0% $322.00 $0.00 711-11-125 Regular Paint, STANDARD, WHITE, SOLID,(24") 52 $2.95 $153.40 $0.00 $0.00 $0.00 0% $153.40 $0.00 711-11-170 Regular Paint, STANDARD, WHITE,ARROW 2 $65.00 $130.00 $0.00 $0.00 $0.00 0% $130.00 $0.00 711-11-460 Regular Paint, STANDARD, BLUE,MESSAGE (HANDY 1 $95.00 $95.00 0% $0.00 $0.00 $0.00 0% $95.00 $0.00 1000 MANATEE PROTECTION 1 $8,580.00 $8,580.00 32% $2,750.00 $0.00 $2,750.00 32% $5,830.00 $137.50 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY 150 $13.20 $1,980.00 $0.00 $0.00 $0.00 0% $1,980.00 $0.00 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC 165 $22.00 $3,630.00 $0.00 $0.00 $0.00 0% $3,630.00 $0.00 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT 3 $357.50 $1,072.50 $0.00 $0.00 $0.00 0% $1,072.50 $0.00 1060-15 UTILITY STRUCTURE, SANITARY MANHOLE,MODIF4 1 $577.50 $577.50 0% $0.00 $0.00 $0.00 0% $577.50 $0.00 1080-11-101 UTILITY FIXTURE, 1" METER 1 $1,402.50 $1,402.50 0% $0.00 $0.00 $0.00 0% $1,402.50 $0.00 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1"CORP S" 1 $1,705.00 $1,705.00 0% $0.00 $0.00 $0.00 0% $1,705.00 $0.00 GRAND TOTAL $411,412.27 38.8% $159,662.65 123% $52,103.12 $ - $ 211,765.77 51.5% $ 199,646.50 $ 10,588.29 Patty Burnette From: Sent: To: Cc: Subject: Attachments: Cindy Barcia <dnunez@sdbteam.com> Monday, August 28, 2017 10:53 AM Patty Burnette; David Allen; Marcos Montes De Oca 'Billy White' Centennial Park Payment Application #2 Payment Application #2.pdf Good Morning, I have attached payment application #2 for the City Centennial Park Pr Please let me know if you have any questions. I made changes to the to show the quantities drawn. Ms. Patty I have all the original releases and will be by before lunch to you. Thank you, Office Manager Seminole Design -Build, Inc. 401 SW 2nd Street, Okeechobee, FL 34974 (Office)863-467-1115 (Fax1863-824-3327 dnunez@sdbteam.com 1 oject. schedule of values drop them off to Y WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ 57,481.10 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 08/25/2017 to CITY OF OKEECHOBEE, on the job of Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ 57,481.10 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 08/25/2017 to CITY OF OKEECHOBEE, on the job of Centennial Park Storm Water Improvements for improvements to the following described project: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA Dated: /1/g/ 7 Print Name: DAVID NUNEZ Title: PRESIDENT The foregoing instrument was acknowledged before me this Sal, day of At iCenclii0 , 2017, by David Nunez, as President , of Seminole Design -Build, Inc. on behalf of the corporation. He/She is p onall known as identification. to me or has produced (Nota Seal) CYNTHIA BARCIA Commission # FF 971874 My Commission Expires March 15, 2020 NOTARY PUBLIC Cynthia Barcia My commission expires: March 15,2020 WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ 47,799.15 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 08/24/2017 to SEMINOLE DESIGN -BUILD, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) :The undersigned, in consideration of the sum of $ 47,799.15 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 08/24/2017 to SEMINOLE DESIGN -BUILD, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA B&B SITE DEVELOPMENT, INC. Print Name: Michelle Baughman Title: President The foregoing instrument was acknowledged before me this Q1 day of Se, e,rrileA , 2017, by Michelle Baughman, as President , of B&B Site Development, Inc. on behalf of the corporation. Hpersonally known to me or has produced as identification. (Notary Seal) KOURTNEY TAYLOR WAINER =i; • _ MY COMMISSION #FF18472 ' A,1 EXPIRES December 21, 201 E, � Oµ "r. -- ......4AmotarvSenlce.com NOT PUB IC My commission expires:1)etembext al , aO1g WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ /O,- hereby waives and releases its lien and rights . to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 08/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ /0.c1)---- hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 08/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: / 6/ 3 17 PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA CONTECT Print Name: IliS A4S`IL-1?SGPII Title: V/i t /i7/itin 6 LsYL The foregoing instrument was acknowledged before me this , 3 day of t k4t&.eP , 2017, by ThcxaS Mastheg.Son , as AlWt ed MO nc f QQ.. , of CAik'ec. c oe€Q d SolutidnS on behalf of the corporation. he i personally knowo me or has produced as identification. NOT PUBL C My commission expires:T aOe 9 , aOla (Notary Seal) 1/;5.43". : - • !<.� KOURTNEY TAYLOR WAINER �,�• .�� ) 1 MY COMMISSION #FF184725 a •`O:»�•� EXPIRES December 21, 2018 (407) 398-0153 FloridallotaryService.com WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ /0, £' hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 08/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINSTYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ /0, — hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 08/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: /l%'.3'/7 PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA American Concrete Industries, Inc. By: Print Na 5: f117`J 61" Ls. 6t1D&e) Title: ree.5 t1,Z(J / The forego'ng instrumen sack owledged before me this j/C' day of a447121-4 2017, by Id/ t>� L ._5i011%ras t? .-'/f/J4Ld , of 4 ' 11 CID , / - /K'.on behalf of the corporation. He/She is personally known to me or has produced (Notary Seal) ification. NOTAR - PUNIC My commission expires: ;v'us4 MARGIEAJOHNSON . R Commission # GG 108505 Expires September 24, 2021 WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ 10.00 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 08/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $10.00 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 08/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: 0 3 Doi 7 PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA CORE & MAIN, LP f/k/a H D SUPPLY WATERWORKS LTD Bv: C.(/1L. i l¢Z Print Name: Sharnell Merkling Title: Credit Manager The foregoing instrument was acknowledged before me this 3 r ci day of OcA-dber , 2017, by Sharnell Merkling , as Credit Manager , of Core & Main, LP f/k/a HD Supply waterlYRIffhalf of the corporation. He/She is personally known to me or has produced fel • s identification. t� NOTARY PUBLIC My commission expires: (Notary Seal) GLENN P. DOWNING • '•• •• ••= MY COMMISSION 0 GG074137 EXPIRES May 27, 2021 WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ /0 90 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 08/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ `Q, Oz) hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 08/24/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated:(OCf . 3, cQ f l PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA TRIPLE E EQUIPMENT Print Name: W %/"4•+. Jue.& °J s •-z Title: /41A&st!( The foregoing instrument was acknowledged before me this r day of Oa -ober , 2017, by Wilk Cxr m as j/V1G►IyICc cyLt/' , of he is personally known to me or has produced (Notary Seal) on behalf of the corporation. as identification. NARYPi: My com ASHLEY SEXTON E MY COMMISSION # FF226966 •��;;� EXPIRES May 05, 2019 iio7)aaa.oi6a Flongallo, CMCG Corp Patty Burnette oug &fp/ G-atp-tri From: Sent: To: Subject: dnunez@sdbteam.com Tuesday, September 26, 2017 3:19 PM Patty Burnette City Centennial Park Project Pow 1+320 Patty, I have no payment request for the dates of 8/26/17 - 9/30/17. The job is currently waiting on the baffle box to be built and delivered before any further work can be done. Thank you Cindy Barcia Seminole Design -Build, Inc. 1 V5117 Tendulva,u_ bac 4-YDYn 6.,rdi . LR7_JII5 neect t rlv'b c -fig Y its ( ab- rt, _ P0,t--11-3ao ov 3 AIA Document G7OT — P $�� g (3'Q0FINANCE vffr Application and Certificate for Payment NOV 0 3 2017 TO OWNER: City of Okeechobee 55 S.E. 3rd Avenue Okeechobee, FL 34974 FROM CONTRACTOR: Seminole Design -Build, Inc. SW 2nd Street Okeechobee, FL 34974 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet, AIA Document G703, is attached. 1. ORIGINAL CONTRACT SUM $ $ PROJECT: Centennial Park Storm Water Improvements 701 SE 6th Avenue, Okeechobee, FL 34974 VIA 401 ARCHITECT: Culpepper & Terpening, Inc. APPLICATION NO: 3 PERIOD TO: 10/2712017 CONTRACT FOR: CONTRACT DATE: 61112017 PROJECT NOS: PW 01-00-02-17 Distribution to: OWNER: X ARCHITECT: CONTRACTOR: FIELD: OTHER: 2. NET change by Change Orders 3. CONTRACT SUM TO DATE (Line 1+2) $ 4. TOTAL COMPLETED & STORED TO DATE (Column G on G703) ... $ 5. RETAINAGE: a. 5 % Of Completed Work $ 14,999.56 (Column D+E on G703) b. 10 % of Stored Material $ 411,412.27 ✓ (Column F on G703) Total Retainage (Lines 5a+5b or Total in Column I of G703) 6. TOTAL EARNED LESS RETAINAGE (Line 4 Tess Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) 8. CURRENT PAYMENT DUE 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) $ 102,931.97 The undersigned Contractor certifies that to the best of the Contractors knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which pr- • Certificates for Payment were issued and payment&eceived from the Own and that c : '--, n shown herein is now due. (23,488.92 CONTRA` " 387,923.35/ By: , 10/27/2017 299,990.94 State of: Florida County of: Okeechobee Subscribed and sworn to before me thisi7i*— day of O ', ii- _- 2017. Notary Public: C'If My Commission expires: 43la 14,999.56 ARCHITECT'S CERTIFICATE FOR PA Art! 284,991.38 ✓ 201,177.48 $ 83,813.90 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner $ (23,488.92) Total approved this Month TOTALS $ - $ (23,488.92) NET CHANGES by Change Order $ (23,488.92) CYNTHIA VARCIA Commission M FF 971974 My Commission Expires March 15, 2020 In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architects knowledge, information and belief the Work has progessed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED g af g 13.6/D (Attached explanationif amount certified differs from the amount applied. Initial all figures on this Application and on the Continuation Sheet that are changed to conform with the amount certified.) �1ftC1�l�`'1G, enc/c t�►$L By: (/ DATE: n=9—�7 This certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract. t� • Document G703° -1992 Continuation Sheet AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column I on Contracts where variable retainage for line items may apply. APPLICATION NO: 3 APPLICATION DATE: 10/27/2017 PERIOD TO: 10/27/2017 ARCHITECT'S PROJECT NO: pW 01-00-02-17 A 8 C D C D 1 E F G H I ITEM NO. DESCRIPTION OF WORK Quantity Unit Cost SCHEDULED VALUE Quantity From Previous Application Value of Work Value of Work Completed Completed From Previous Quantity This Period This Period Application MATERIALS PRESENTLY STORED TOTAL COMPLETED AND STORED TO DATE °° BALANCE TO FINISH RETAINAGE 101-1A MOBILIZATION / DEMOBILIZATION 1 $41,741.70 $41,741.70 75.00% $31,305.84 11% $4,395.89 $0.00 $35,701.73 . 86% $6,039.97 $1,785.09 101-1B PRE -CONSTRUCTION VIDEO 1 $660.00 $660.00 0% $0.00 $0.00 $0.00 0% $660.00 $0.00 102-1 MAINTENANCE OF TRAFFIC 1 $550.00 $550.00 0% $0.00 $0.00 $0.00 0% $550.00 $0.00 104-2A PREVENTION, CONTROL & ABATEMENT OFEROSIO 1 $550.00 $550.00 100% $550.00 $0.00 $550.00 100% $0.00 $27.50 104-10-3 SEDIMENT BARRIER 685 $1.65 $1,130.25 685.00 $1,130.25 $0.00 $1,130.25 100% $0.00 $56.51 104-11 FLOATING TURBIDITY BARRIER 620 $7.98 $4,947.60 595.86 $4,754.98 $0.00 $4,754.98 96% $192.62 $237.75 104-15 SOIL TRACKING DEVICE 1 $2,750.00 $2,750.00 100% $2,750.00 $0.00 $2,750.00 100% $0.00 $137.50 104-18 INLET PROTECTION SYSTEM 7 $82.50 $577.50 $577.50 $0.00 $577.50 100% $0.00 $28.88 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS 1 $9,900.00 $9,900.00 50% $4,950.00 $0.00 $4,950.00 50% $4,950.00 $247.50 110-1-1 CLEARING & GRUBBING 2.5 $220.00 $550.00 $550.00 $0.00 $550.00 100% $0.00 $27.50 110-4 MAINTENANCE OF EXISTING DRAINAGE 1 $220.00 $220.00 100% $220.00 $0.00 $220.00 100% $0.00 $11.00 120-1A REGULAR EXCAVATION & EMBANKMENT 1 $17,600.00 $17,600.00 100% $17,600.00 $0.00 $17,600.00 100% $0.00 $880.00 120-4 SUBSOIL EXCAVATION 600 $11.00 $6,600.00 300.00 $6,600.00 $0.00 $6,600.00 100% $0.00 $330.00 120-6A EMBANKMENT -SAND BEACH 200 $27.50 $5,500.00 200.00 $5,500.00 $0.00 $5,500.00 100% $0.00 $275.00 160 STABILIZED SUBGRADE (12" THICK) 1243 $3.30 $4,101.90 $4,101.90 $0.00 $4,101.90 100% $0.00 $205.10 285-715 BASE (LBR 100) (8" THICK) 1198 $16.78 $20,102.44 $16,081.95 $0.00 $16,081.95 80% $4,020.49 $804.10 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT,1" AVERAGE 333 $6.60 $2,197.80 $0.00 $0.00 $0.00 0% $2,197.80 $0.00 334-1-13 SUPERPAVE ASPHALTIC CONCRETE,TRAFFIC C (SP -9 118 $143.00 $16,874.00 $0.00 $0.00 $0.00 0% $16,874.00 $0.00 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' 3 $1,375.00 $4,125.00 1.00 $4,125.00 $0.00 $4,125.00 100% $0.00 $206.25 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' 2 $2,860.00 $5,720.00 1.00 $2,860.00 1.00 $2,860.00 $0.00 $5,720.00 100% $0.00 $286.00 425-1-901 INLET, SPECIAL, BAFFLE BOX 1 $104,458.20 $104,458.20 0% $0.00 100% $80,969.28 $0.00 $80,969.28 78% $23,488.92 $4,048.46 425-10 YARD INLET 5 $1,320.00 $6,600.00 5.00 $6,600.00 $0.00 $6,600.00 100% $0.00 $330.00 425-2-41 MANHOLE, P-7, < 10' 1 $2,530.00 $2,530.00 100% $2,530.00 $0.00 $2,530.00 100% $0.00 $126.50 425-2-71 MANHOLE, I-7, < 10' 2 $2,860.00 $5,720.00 1.50 $5,720.00 $0.00 $5,720.00 100% $0.00 $286.00 430-174- PIPE CULVERT, ADS, ROUND, 12" 330 $19.47 $6,425.10 160.51 $6,425.10 $0.00 $6,425.10 100% $0.00 $321.26 430-174- PIPE CULVERT, ADS, ROUND, 15" 36 $27.50 $990.00 18.00 $990.00 $0.00 $990.00 100% $0.00 _ $49.50 430-174- PIPE CULVERT, ADS, ROUND, 18" 48 $31.90 $1,531.20 48.00 $1,531.20 $0.00 $1,531.20 100% $0.00 $76.56 A B C D C D 1 1 E F G H I ITEM NO. DESCRIPTION OF WORK Quantity Unit Cost SCHEDULED VALUE Quantity From Previous Application Value of Work Value of Work Completed Completed From Previous Quantity This Period Application This Period PP MATERIALS PRESENTLY STORED TOTALBALANCE COMPLETED AND STORED TO DATE °�0 TO FINISH RETAINAGE 430-174-118 PIPE CULVERT, PVC, ROUND, 18" 36 $48.50 $1,746.00 18.00 $1,746.00 $0.00 $1,746.00 100% $0.00 $87.30 430-174-124 PIPE CULVERT, PVC, ROUND, 24" 105 $49.90 $5,239.50 105.00 $5,239.50 $0.00 $5,239.50 100% $0.00 $261.98 430-174-130 PIPE CULVERT, PVC, ROUND, 30" 162 $57.80 $9,363.60 126.00 $9,363.60 $0.00 $9,363.60 100% $0.00 $468.18 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" 50 $57.75 $2,887.50 25.00 $2,887.50 $0.00 $2,887.50 100% $0.00 $144.38 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" 56 $108.35 $6,067.60 28.00 $6,067.60 $0.00 $6,067.60 100% $0.00 $303.38 430-982-123 MITERED END SECTION, RCP, 15" 1 $302.50 $302.50 0% $0.00 $0.00 $0.00 0% $302.50 $0.00 430-982-125 MITERED END SECTION, RCP, 18" 2 $579.70 $1,159.40 $0.00 $0.00 $0.00 0% $1,159.40 $0.00 430-982-129 MITERED END SECTION, RCP, 24" 1 $803.00 $803.00 0% $0.00 $0.00 $0.00 0% $803.00 $0.00 430-982-625 MITERED END SECTION, RCP, 14" x 23" 1 $579.70 $579.70 50% $289.85 $0.00 $289.85 50% $289.85 $14.49 520-1-10 CONCRETE CURB & GUTTER, TYPE F 94 $33.00 $3,102.00 $0.00 $0.00 $0.00 0% $3,102.00 $0.00 520-2-4 CONCRETE CURB, TYPED 610 $9.90 $6,039.00 $0.00 $0.00 $0.00 0% $6,039.00 $0.00 522-1 CONCRETE SIDWALK, 4" THICK 656 $32.18 $21,110.08 $0.00 $0.00 $0.00 0% $21,110.08 $0.00 527-2 DETECTABLE MAT 36 $44.55 $1,603.80 $0.00 $0.00 $0.00 0% $1,603.80 $0.00 530-3 RIPRAP - BANK AND SHORE 640 $87.45 $55,968.00 640.00 $55,968.00 $0.00 $55,968.00 100% $0.00 $2,798.40 570.1-2 PERFORMANCE TURF (SOD) 7200 $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 580-1-1 LANDSCAPE COMPLETE -SMALL PLANTS 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 580-1-2 LANDSCAPE COMPLETE- LARGE PLANTS 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 590-1 LANDSCAPE IRRIGATION SYSTEM 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-11A SINGLE POST SIGN -F&I, HANDICAPPED 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-11B SINGLE POST SIGN -F&I, STOP 2 $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-12 SINGLE POST SIGN - F&I, STOP/DO NOTENTER 2 $0.00 $0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 711-11-111 Regular Paint, STANDARD, WHITE, SOLID(6") 400 $2.85 $1,140.00 $0.00 $0.00 $0.00 0% $1,140.00 $0.00 711-11-123 Regular Paint, STANDARD, WHITE, SOLID,(12") 140 $2.30 $322.00 $0.00 $0.00 $0.00 0% $322.00 $0.00 711-11-125 Regular Paint, STANDARD, WHITE, SOLID,(24") 52 $2.95 $153.40 $0.00 $0.00 $0.00 0% $153.40 $0.00 711-11-170 Regular Paint, STANDARD, WHITE,ARROW 2 $65.00 $130.00 $0.00 $0.00 $0.00 0% $130.00 $0.00 711-11-460 Regular Paint, STANDARD, BLUE,MESSAGE (HANOI( 1 $95.00 $95.00 0% $0.00 $0.00 $0.00 0% $95.00 $0.00 1000 MANATEE PROTECTION 1 $8,580.00 $8,580.00 32% $2,750.00 $0.00 $2,750.00 32% $5,830.00 $137.50 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY 150 $13.20 $1,980.00 $0.00 $0.00 $0.00 0% $1,980.00 $0.00 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC 165 $22.00 $3,630.00 $0.00 $0.00 $0.00 - 0% $3,630.00 $0.00 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT 3 $357.50 $1,072.50 $0.00 $0.00 $0.00 0% $1,072.50 $0.00 1060-15 UTILITY STRUCTURE, SANITARY MANHOLE,MODIF4 1 $577.50 $577.50 0% $0.00 $0.00 $0.00 0% $577.50 $0.00 1080-11-101 UTILITY FIXTURE, 1" METER 1 $1,402.50 $1,402.50 0% $0.00 $0.00 $0.00 0% $1,402.50 $0.00 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1"CORP S1 1 $1,705.00 $1,705.00 0% $0.00 $0.00 $0.00 0% $1,705.00 $0.00 GRAND TOTAL $411,412.27 51.5% $211,765.77' 21.4% $88,225.17 $ $ 299,990.94 72.9% $ 111,421.33 $ 14,999.55 1 1 WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ 83,813.90 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 10/27/2017 to CITY OF OKEECHOBEE, on the job of Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ 83,813.90 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 10/27/2017 to CITY OF OKEECHOBEE, on the job of Centennial Park Storm Water Improvements for improvements to the following described project: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA Dated: /07 MINOLE D IGN- B INC. Print Name: DAVID NUNEZ Title: PRESIDENT The foregoing instrument was acknowledged before me this /7$4 day of 2017, by David Nunez, as President , of Seminole Design -Build, Inc. on behalf of the corporation. He/She is personally known to me or has produced (Notary Seal) as id !cation. NOTA Y PUBLIC Cynthia Barcia My commission expires: March 15,2020 CYNTHIA BARCMA Commission # FF 9711174 My Commission Expires March 15, 2020 J WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ 27,455.00 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 10/27/2017 to SEMINOLE DESIGN -BUILD, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ 27,455.00 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 10/27/2017 to SEMINOLE DESIGN -BUILD, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: 11 1 7/1 PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA B&B SITE DEVELOPMENT, INC. Print Name: Michelle Baughman Title: President The foregoing instrument was acknowledged before me this /714- day of /Y0 f'i 1 2/#', 2017, by Michelle Baughman, as President , of B&B Site Development, Inc. on behalf of the corporation. He/She is personally known to me or has produced as identiJi. ation. (Notary Seal) NOTARY PUBLIC My commission expires: estriN '%""' CYNTHIA BARCIA f iq` 3= Commission A FF 971874 :•;;iii .� , My Commission Expires ��``, „;;°�March 15, 2020 &tve.IAcral OM\ V'ecekp\- WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT opon U I qq�o 3� The undersigned lienor, in err ensiderativof the sum of $ 7 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 10/27/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WA • F RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration . • - um of $ hereby waives its rights to claim a:. inst the payment bond for labor, services, or materials u d through 10 27 2017 • : • • DEVELOPMENT, INC., on the job of Cit of Okeechobee - Centennial Par • S m • rovements for improvements to the following described project: Dated: /lead ZG \\:\ PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA CONTECT ENGINEERED SOLUTIONS, LLC By' Pnn Tit he foregoing instrument was acknowledged before mthis 21 day of 'bi , 2017, by t Cl -z_kc as C c -S , of LonQ� G `S ' on behalf of the cd • oration. He/She is personally known to me or has produced (Notary Seal) NOTARY PUBLIC as identification. `‘OUJAqt, o p'CARy gym: My commissionexpjes: �' e� CO G's LT PUBLG ti:' O ,<;:•••:?z, ??9Cf1:� 1111 WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ .2/6.101 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 10/27/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ „2/55.68 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 10/27/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: /a? -/'/7 PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA American Concrete Industries, Inc. By: Print Naije: A / / Title: �j4e/I.€4," The foregoing instrument as acknowledged before me this —/�r- day of VieZt77,b(✓, 2017, by �,d'L190//1Pas 45/ , of � I/?a i (�it�1P/l.e, ' a'. on behalf of the corporation. He/She is personally known to me or has produced � as ideiification. �IC NOTA R ( My commission expires: (Notary Seal) 4, MARGIEAJOHNSON Commission 8 GG 108505 Expires September 24, 2021 y,tofF�OQ� Baadadnal Bi etP iySiW s WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ /0 .00 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 10/27/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park StO tin Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ (b. b b hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 10/27/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA CORE & MAIN, LP f/k/a Dated: I' 1 j 4 11 7 H D SUPPLY WATERWORKS LTD By: Print Name: Sharnell Merkling Title: Credit Manager The foregoing instrument was acknowledged before me this qi'h day of eeewlbU, 2017, by Sharnell Merkling , as Credit Manager , of Core & MAIN, LP f/k/a HD SuppIyo ell oration. He/She is personally known to me or has produced Il.t ( Pi V_/_Cf- /C— RY PUBLIC tnmission expires: io-q- .l (Notary Seal) .............. STACIE K. SANDERS r- • p ,, :.; MY COMMISSION # GG 111710 Ira daa= EXPIRES: October 4, 2021 �'•4P „;;°'• Bonded Thru Notary Public Undetwiiters as identification. FINAL WAIVER AND RELEASE OF LIEN The undersigned lienor, in consideration of the sum of $10.00 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (FINAL PAYMENT) The undersigned, in consideration of the sum of $10.00 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements -for improvements to the following described project: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA Dated: iVinvem/7L'v ;a• a -v )7 TRIPLE E EQUIPMENT By: , / Print Name: 11/ /%a eN S Title: i%%v n.6 < r The foregoing instrum nt was acknowledged before me this 4.,1 day of kJOI/&'I4ber, 2017, by IJJi1/earn! F(Ctat t2/7L2' as // aMCtgI?V , of %Y/gl.e- Cert i%ort /u= on behalf of the corporation. He/She is personally known to me or has produced -zcas identification. (Nota ; 1?''. ASHLEY SEXTON MY COMMISSION # FF226966 EXPIRES May 05.2019 14. 7) 3 153 Fla dallotary$orveo cont My comup expires: Cw :SIC 2 1.2017 Orig ra(S•D eta Z AIA Document G702'" —1992 Application and Certificate for Payment FINANCE t"OiLf ✓xv Pa- ' 35aa7, cv1 P. TO OWNER: City of Okeechobee 55 S.E. 3rd Avenue Okeechobee, FL 34974 FROM CONTRACTOR: Seminole Design -Build, Inc. SW 2nd Street Okeechobee, FL 34974 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet AIA Document G703 is attached. PROJECT: Centennial Park Storm Water Improvements 701 SE 6th Avenue, Okeechobee, FL 34974 VIA 401 ARCHITECT: Culpepper & Terpening, Inc. APPLICATION NO: 4 PERIOD TO: 1212112017 CONTRACT FOR: CONTRACT DATE: 61112017 PROJECT NOS: PW 01-00.02.17 Distribution to: OWNER: X ARCHITECT: CONTRACTOR: FIELD: OTHER: 1. ORIGINAL CONTRACT SUM 2. NET change by Change Orders 3. CONTRACT SUM TO DATE (Line 1+2) 4. TOTAL COMPLETED & STORED TO DATE (Column G on G703) ... 5. RETAINAGE: a. 5 % Of Completed Work (Column D+E on G703) b. 10 % of Stored Material (Column F on G703) Total Retainage (Lines 5a+5b or frotal in Column I of G703)) 6. TOTAL EARNED LESS RETAINAGE (Line 4 less Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) 411,412.27 (23,488.92) ✓ 387,923.35 •✓ 337,072.62 ✓ $ —16785&64- I 6253.6)3 8. CURRENT PAYMENT DUE 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 less Line 6) t 4 853.63 $ -467853:64- $ 46 853 64 -$ 320,210.98- • 3aoal�.gq $ 284,991.38 v $ -357227:60 35RA7.tol $ -67-;704:37' 107704.56 CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner$ (23,488.92) Total approved this Month TOTALS $ - $ (23,488.92) NET CHANGES by Change Order $ (23,488.92) 1-Z-12 Ceviei.Geed.CtL(Ct'CW eS viii -(i l()Ctt/ 'afew) The undersigned Contractor certifies that to the best of the Contractors knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments ceived from the Owner nd that current • a ., • • = • ^ erein is now due. CONTRAC By: R: State of: Florida Co of: Okeechobee Subscribed and swom to before me this o2/J . Notary Public: CdOf- lt_>ig9-15t My Commission expires: 12/2112017 a """ P7 f�BARCIA 1 ?• "` Commission # FF 971874 �'_,!. .. My Commission Expires - ,;!,;; ' March 15, 2020 ARCHITECT'S CERTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architects knowledge, information and belief the Work has progessed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. AMOUNT CERTIFIED (Attached explanationif amount certified differs from the amount applied. Initial a!I figures on this Application add on the Continuation Sheet that are changed to conform with the amount died.) ARCHITECT: By: • / / DATE: 1 -2Z-) This certificate is not negdtiable. eAMOpNT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract *.A.IEA. Document G703° -1992 Continuation Sheet AIA Document 0702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractor's signed certification is attached. In tabulations below, amounts are stated to the nearest dollar. Use Column 1 on Contracts where variable retainage for line items may apply. APPLICATION NO: 4 APPLICATION DATE: 12/21/2017 PERIOD TO: 12/21/2017 ARCHITECT'S PROJECT NO: PW 01-00-02-17 A B C D C D 1 1 E F G H I ITEM NO. DESCRIPTION OF WORK Quantity Unit Cost SCHEDULED VALUEA Quantity From Previous Application Value of Work Value of Work Completed Completed Quantity From Previous This Period Application This Period PP MATERIALS PRESENTLY STORED TOTAL COMPLETED AND STORED TO DATE BALANCE TO FINISH RETAINAGE 101-1A MOBILIZATION/DEMOBILIZATION 1 $41,741.70 $41,741.70 85.53% $35,701.73 8% $3,130.63 $0.00 $38,832.36 93% $2,909.34 $1,941.62 101-1B PRE -CONSTRUCTION VIDEO 1 $660.00 $660.00 0.00% $0.00 $0.00 $0.00 0% $660.00 $0.00 102-1 MAINTENANCE OF TRAFFIC 1 $550.00 $550.00. 0.00% $0.00 100% $550.00 $0.00 $550.00 100% $0.00 $27.50 104-2A PREVENTION, CONTROL & ABATEMENT OFEROSIO 1 $550.00 $550.00 100.00% $550.00 $0.00 $550.00 100% $0.00 $27.50 104-10-3 SEDIMENT BARRIER 685 $1.65 $1,130.25 685.00 $1,130.25 $0.00 $1,130.25 100% $0.00 $56.51 104-11 FLOATING TURBIDITY BARRIER 620 $7.98 $4,947.60 595.86 $4,754.98 $0.00 $4,754.98 96% $192.62 $237.75 104-15 SOIL TRACKING DEVICE 1 $2,750.00 $2,750.00 100.00% $2,750.00 $0.00 $2,750.00 100% $0.00 $137.50 104-18 INLET PROTECTION SYSTEM 7 $82.50 $577.50 7.00 $577.50 $0.00 $577.50 100% $0.00 $28.88 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS 1 $9,900.00 $9,900.00 50.00% $4,950.00 • $0.00 $4,950.00 50% $4,950.00 $247.50 110-1-1 CLEARING & GRUBBING 2.5 $220.00 $550.00 2.50 $550.00 $0.00 $550.00 100% $0.00 $27.50 110-4 MAINTENANCE OF EXISTING DRAINAGE 1 $220.00 $220.00 100% $220.00 $0.00 $220.00 100% $0.00 $11.00 120-1A REGULAR EXCAVATION & EMBANKMENT 1 $17,600.00 $17,600.00 100% $17,600.00 $0.00 $17,600.00 100% $0.00 $880.00 120-4 SUBSOIL EXCAVATION 600 $11.00 $6,600.00 600.00 $6,600.00 $0.00 $6,600.00 100% $0.00 $330.00 120-6A EMBANKMENT -SAND BEACH 200 $27.50 $5,500.00 200.00 $5,500.00 $0.00 $5,500.00 100% $0.00 $275.00 160 STABILIZED SUBGRADE (12" THICK) 1243 $3.30 $4,101.90 1243.00 $4,101.90 $0.00 $4,101.90 100% $0.00 $205.10 285-715 BASE (LBR 100) (8" THICK) 1198 $16.78 $20,102.44 958.40 $16,081.95 239.60 $4,020.49 $0.00 $20,102.44 100% $0.00 $1,005.12 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT,1" AVERAGE 333 $6.60 $2,197.80 0.00 $0.00 333.00 $2,197.80 $0.00 $2,197.80 100% $0.00 $109.89 334-1-13 SUPERPAVE ASPHALTIC CONCRETE,TRAFFIC C (SP -9 118 $143.00 $16,874.00 0.00 $0.00 139.32 $19,922.76 $0.00 $19,922.76 118% -$3,048.76 $996.14 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' 3 $1,375.00 $4,125.00 3.00 $4,125.00 $0.00 $4,125.00 100% $0.00 $206.25 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' 2 $2,860.00 $5,720.00 2.00 $5,720.00 $0.00 $5,720.00 100% $0.00 $286.00 425-1-901 INLET, SPECIAL, BAFFLE BOX 1 $104,458.20 $104,458.20 78% $80,969.28 $0.00 $80,969.28 78% $23,488.92 $4,048.46 425-10 YARD INLET 5 $1,320.00 $6,600.00 5.00 $6,600.00 $0.00 $6,600.00 100% $0.00 $330.00 425-2-41 MANHOLE, P-7, < 10' 1 $2,530.00 $2,530.00 100% $2530.00 $0.00 $2,530.00 100% $0.00 $126.50 425-2-71 MANHOLE,1-7, < 10' 2 $2860.00 $5,720.00 2.00 $5,720.00 $0.00 $5,720.00 100% $0.00 $286.00 430-174- PIPE CULVERT, ADS, ROUND, 12" 330 $19.47 $6,425.10 330.00 $6,425.10 $0.00 $6,425.10 100% $0.00 $321.26 430-174- PIPE CULVERT, ADS, ROUND, 15" 36 $27.50 $990.00 36.00 $990.00 $0.00 $990.00 100% $0.00 $49.50 430-174- PIPE CULVERT, ADS, ROUND, 18" 48 $31.90 $1,531.20 48.00 $1,531.20 $0.00 $1,531.20 100% $0.00 $76.56 N A B C D C D 1 1 E F G H I ITEM NO. DESCRIPTION OF WORK Quantity Unit Cost SCHEDULED VALUE Quantity From Previous Application Value of Work Value of Work Completed Completed From Previous Quantity This Period This Period Application pP MATERIALS PRESENTLY STORED TOTALBALANCE COMPLETED AND STORED TO DATE °�° TO FINISH RETAINAGE 430-174-118 PIPE CULVERT, PVC, ROUND, 18" 36 $48.50 $1,746.00 36.00 $1,746.00 $0.00 $1,746.00 100% $0.00 $87.30 430-174-124 PIPE CULVERT, PVC, ROUND, 24" 105 $49.90 $5,239.50 105.00 $5,239.50 $0.00 $5,239.50 100% $0.00 $261.98 430-174-130 PIPE CULVERT, PVC, ROUND, 30" 162 $57.80 $9,363.60 162.00 $9,363.60 $0.00 $9,363.60 100% $0.00 $468.18 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" 50 $57.75 $2,887.50 50.00 $2,887.50 $0.00 $2,887.50 100% $0.00 $144.38 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" 56 $108.35 $6,067.60 56.00 $6,067.60 $0.00 $6,067.60 100% $0.00 $303.38 430-982-123 MITERED END SECTION, RCP, 15" 1 $302.50 $302.50 0.00% $0.00 $0.00 $0.00 0% $302.50 $0.00 430-982-125 MITERED END SECTION, RCP,18" 2 $579.70 $1,159.40 0.00 $0.00 $0.00 $0.00 0% $1,159.40 $0.00 430-982-129 MITERED END SECTION, RCP, 24" 1 $803.00 $803.00 0% $0.00 $0.00 $0.00 0% $803.00 $0.00 430-982-625 MITERED END SECTION, RCP, 14" x 23" 1 $579.70 $579.70 50% $289.85 $0.00 $289.85 50% $289.85 $14.49 520-1-10 CONCRETE CURB & GUTTER, TYPE F 94 $33.00 $3,102.00 0.00 $0.00 $0.00 $0.00 0% $3,102.00 $0.00 520-2-4 CONCRETE CURB, TYPED 610 $9.90 $6,039.00 0.00 $0.00 $0.00 $0.00 0% $6,039.00 $0.00 522-1 CONCRETE SIDWALK, 4" THICK 656 $32.18 $21,110.08 0.00 $0.00 $0.00 $0.00 0% $21,110.08 $0.00 527-2 DETECTABLE MAT 36 $44.55 $1,603.80 0.00 $0.00 $0.00 $0.00 0% $1,603.80 $0.00 530-3 RIPRAP - BANK AND SHORE 640 $87.45 $55,968.00 640.00 $55,968.00 $0.00 $55,968.00 100% $0.00 $2,798.40 570-1-2 PERFORMANCE TURF (SOD) 7200 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 580-1-1 LANDSCAPE COMPLETE -SMALL PLANTS 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 580-1-2 LANDSCAPE COMPLETE -LARGE PLANTS 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 590-1 LANDSCAPE IRRIGATION SYSTEM 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-11A SINGLE POST SIGN -F&I, HANDICAPPED 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-11B SINGLE POST SIGN - F&I, STOP 2 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-12 SINGLE POST SIGN - F&I, STOP/DO NOTENTER 2 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 711-11-111 Regular Paint, STANDARD, WHITE, SOLID(6") 400 $2.85 $1,140.00 0.00 $0.00 $0.00 $0.00 0% $1,140.00 $0.00 711-11-123 Regular Paint, STANDARD, WHITE, SOLID,(12") 140 $2.30 $322.00 0.00 $0.00 $0.00 $0.00 0% $322.00 $0.00 711-11-125 Regular Paint, STANDARD, WHITE, SOLID,(24") 52 $2.95 $153.40 0.00 $0.00 $0.00 $0.00 0% $153.40 $0.00 711-11-170 Regular Paint, STANDARD, WHITE,ARROW 2 $65.00 $130.00 0.00 $0.00 $0.00 $0.00 0% $130.00 $0.00 711-11-460 Regular Paint, STANDARD, BLUE,MESSAGE (HANOI( 1 $95.00 $95.00 0% $0.00 $0.00 $0.00 0% $95.00 $0.00 1000 MANATEE PROTECTION 1 $8,580.00 $8,580.00 32% $2,750.00 $0.00 $2,750.00 32% $5,830.00 $137.50 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY 150 $13.20 $1,980.00 0.00 $0.00 150.00 $1,980.00 $0.00 $1,980.00 100% $0.00 $99.00 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC 165 $22.00 $3,630.00 0.00 $0.00 165.00 $3,630.00 $0.00 $3,630.00 100% $0.00 $181.50 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT 3 $357.50 $1,072.50 0.00 $0.00 3.00 $1,072.50 $0.00 $1,072.50 100% $0.00 553.63 1060-15 UTILITY STRUCTURE, SANITARY MANHOLE,MODIFY 1 $577.50 $577.50 0% $0.00 100% $577.50 $0.00 $577.50 100% $0.00 $28.88 1080-11-101 UTILITY FIXTURE, 1" METER 1 51,402.50 51,402.50 0% $0.00 $0.00 $0.00 0% $1,402.50 $0.00 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1"CORP Sl 1 $1,705.00 51,705.00 '0% $0.00 $0.00 $0.00 0% $1,705.00 $0.00 GRAND TOTAL $411,412.27 72.9% $299,990.94 9.0% $37,081.68 $ - $ 337,072.52 81.9% $ 74,339.65 $ 1 16,853.63 tii-n4tter . • .• : 'r:r• • • .• --,••••...4 • ... ... • • • RANGEIVCONST136CTRONANDOitRIEINC. • .• P.O. Box -15065.-• 101 Sinsliurjes Way it Southern Blvd. • •West Palm Beach, Florida 3p410-5065, • •••, r Telephone (561) 793-p4op , • . " • ' ". . • . 0-tAiISALES.,..T I CN . • . . . • • • . e• .." • " " • " b' jkUMi • .• • • • • . • 7.1..1; ., • . • . • . . T • • ..F1)11Cr..i‘:-•:.'s'17. • , ' _ ; ••••••• ' • .:, • • •••••'••• • •: \ 1101.1111.ASPHALT THIS PSTROLEUM,BASED PRODUCT CONTAINS A SMALL AMOUNT OF. • ' how POLYAROMATIC HYDHOCAHBONS. HEALTH HAZARD: CONTACT WITH HOT MATERIAL WILL CAUSE THERMAL BURNAKA- t, 'POSUI3E TO ASPHALT FUMES INCREASES SENSITIVITY TO SUNBURN. • ' . • `.• . SKIN: COOL HOT MATERIAL WITH ICE OR COLD WATER:, bo NOT RFAIOYE ASPHALT ,-EYES: FLUSH WITH RUNNING WATER:FOR .AT.LEAST:15 MINUTES. SEEK MEDICAL • ilANGPF! CONSTRUCTION iNDUSTF!ig, • . • : „ • • . • 4 1.%414.ET .3203..33 •-• • • .• • . 7 • ,f,:icj) : Q-).• , •C 5c.1 r• ' t • ' , , • AEVEAgE;d1DE'.. -°a'j4.qfii.Z0;0 .T,11.4‘43.E',,OWA ••‘:' -• ' ' ; • 7: .,7•40k: = . *•-• PLANT:- • 4110A D. tEti.,:!1,1 ):,,1,;:f. 1:1(.• 17 '4 Tt,•?',7't•II '•:--.;,.0 ,-istif:,•.-;" JflJVLR •:,•••• • FO P.,.-OSPHALT PLANT . • • 9 tTri • - — • • • 1.1..1. Itetf.s • -- , . • 1 *nriaz . — rlr 9. - • ... • • . 11v6§06.12 . • •-• • -• 4171. • T'ol; • • FINAL WAIVOR AND RELEASE OF LIEN The undersigned lienor, in consideration of the sum of $ !. U hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished to B&B SITEEVELOPMENT, INC. on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property:, PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of.$ a • hereby waives its rights to claim against the payment bond for labor, services, or materials furnished to B&B SITE DEVELOPMENT, INC, on the job of City of Okeechobee - Centennial Park Storm Water Improvements. for improvements -to -the -following described project: _PROJECT_ PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA Dated: 12,7 0-11 SIMS CRANE & EQUIPMENT CO Bv: V'4,10 Print Name: Title: CIC ed j 1- �vuutaff The foregoing instrument was acknowledged before me this day of -1iux.S-kf, 2017, byTetiftt/�GLSC 6(4 , as exedi - mat D , of LZ1 fl S Crofts._ g fgvi)D Co on behalf of the corporation. He/She is personally known to me or has prb'duced IVA- as identification. (Notary Seal) NOTAR PUBLIC My commission expires: ,,, P L. GARLAND °s �e`0: Notary Public - State o1 Florida Commission # FF 204089 ?,;e` p•;' My Comm. Expires Feb 26, 2019 'o,m,,o Bonded through National Notary Assn. s, 'Mx', ,. ' WARNING! FLORIDA'S CONSTRUCTION LIEN LAW ALLOWS SOME UNPAID CONTRACTORS, SUBCONTRACTORS, AND MATERIAL SUPPLIERS TO FILE LIENS AGAINST YOUR PROPERTY EVEN IF YOU HAVE MADE PAYMENT IN FULL. UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A.LIEN.AND PAYING TWICE, YOU MUST OBTAIN A. WRITTEN RELEASE.FROM US (Lienor) -EVERY TIME YOU PAY YOUR CONTRACTOR. 9414814999908598933611 9414814999908598933611-8933635 NOVEMBER 2, 2017 To: (Owner) 9414814999908598933611 CITY OF OKEECHOBEE 55 S E 3RD AVE OKEECHOBEE FL 34974 NOTICE TO OWNER / NOTICE TO CONTRACTOR The undersigned hereby informs you that he or she has furnished or is furnishing services or materials as follows: RENTAL OF CONSTRUCTION EQUIPMENT for the improvements of real property identified as OKEECHOBEE, FLORIDA, "CENTENNIAL PARK STORM WATER, SITE WORK FOR STORM WATER IMPROVEMENTS", PW 01-00-02-17, BOND NUMBER GSM 35232, AND FURTHER'DESCRIBED IN BOND RECORDED IN OR BOOK 792 PAGE 544 PUBLIC RECORDS OKEECHOBEE COUNTY, FLORIDA. under an order given by B&B SITE DEVELOPMENT INC. Florida law prescribes the serving of this notice and restricts your rights to make payments under your contract in accordance with Section 713.06, Florida Statutes. In the event that the contract for improvement is bonded, pursuant to Section 255.05, 713.23, 713.245 or 337.18 Florida Statutes, Title 40 USC Section 3131, et seq., or any other form of bond, the undersigned intends to look to that bond for protection and payment. The undersigned requests a copy of the payment bond and a copy of any direct contracts pertaining to the improvements for this project and agrees to pay reasonable copy costs for such copy. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid, have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF: --RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. --LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Business and Professional Regulation. COPIES TO: 9414814999908598933635 (GEN CONTR) SEMINOLE DESIGN -BUILD INC 401 SW 2ND STREET OKEECHOBEE FL 34974 (Under an order given by) B&B SITE DEVELOPMENT INC 1505 C SOUTH PARROTT AVE OKEECHOBEE FL 34974 9414814999908598933628 (BOND) THE GRAY INSURANCE COMPANY P 0 BOX 6202 METAIRIE LA 70009-6202 (AGENT) FLORIDA SURETY BONDS INC 620 N WYMORE ROAD STE 200 MAITLAND FL 32751 By: ?'JOY BODOH / NACM,Services.Corp: (813)289.8894 Any ;demand: made pursuant to Section.713:16,,Florida Statutes, Must bedirected'to the attention of .the Lienor' s' representative ::' :at 'the address'of: the Liienor:shown below .: .:::.:: As Authorized Agent for Lienor: SIMS CRAM — ----- os Saa, IC -f-z3 ATTN: TAP v� TAMPA FL 04)1 LC( -kr r fl/ -I- 09-1 (Ref#: 632E CtrLLL +0 102..7 (I"1 n I( -a -r7 CrL,n -ID 6L -t• bLr4 (.cam box This W a Gam_ Dry 8 fl t ) WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT paruncond The undersigned lienor, in consideration of the sum of: $10.00 hereby waives and releases its lien and right to claim a lien for labor, services or materials furnished through:December 15, 2017 to: CONTECH ENGINEERED SOLUTIONS on the job of: CITY OF OKEECHOBEE, to the following described property: 700944 / TAYLOR CREEK CENTENNIAL PARK 701 SE 6 AVE, OKEECHOBEE BOND AMT$547,318.25 PW01-00-02-17 (CENTENNIAL PARK STORM WATER IMPROVEMENTS) PORTION OF PUBLIC LAND IN OKEECHOBEE COUNTY FL This waiver and release does not cover the exception, if any, shown above, or any retention, labor, services or materials furnished after the date specified. Dated this January 18, 2018 Lienor: By: Printed Name: Title: UNITED CONCRETE PRODUCTS LLC ROCELtIERODRIEZ CORP. CREDIT MGR State of Florida County of MIAMI-DADE The foregoing instrument was acknowledged before me this 18 day of January , 2018, by ROCELIE RODRIGUEZ as CORP. CREDIT MGR of UNITED CONCRETE PRODUCTS LLC, a Florida Corporation, on behalf of the corporation. He / She is personally known to me and did take an oath. Notary Public: Printed Name:51e, nifer Gtnzalez State of Florida pt Large' Seal) CONTECH ENGINEERED SOLUTIONS 9025 CENTRE POINTE DR STE 400 WEST CHESTER OH 45069-4987 14a% ' JENNIFER GONZALEZ y i..4!;14;:f,,, :`i�"qY °�,` ; NotaryPublic - State o1 Florida b ! =• ` Commission # FF 202253 .;,, ?P;' My Comm. Expires Jun 13. 2019 ,o` "�'� Bonded through National Notary Assn. 6 , _7 WNER/NOTICFrO TO: CITY OF OKEECHOBEE OWNER: CONSTRUCTION ADWCAPTTAL IMPRV 55 SE 3RD AVE WO# 2283092 OKEECHOBEE FL 34974-2903 BATCH:042360 ID:TRI60 DATE:11116t17 T:DM R:PD S:PD The undersigned hereby informs you that he or she has furnished or is furnishing services or materials as follows: Labor andfor Building Materials. CONCRETE MATERIALS/MISC CONSTR MTLS For improvement of the real property described as: TAYLOR CREEK CENTENNIAL PARK 701 SE 6 AVE, OKEECHOBEE (long legal available 800-432-1959) BOND AMT$547,318.25 PW01-00-02-17 (CENTENNIAL PARK STORM WATER IMPROVEMENTS) PORTION OF PUBUC LAND IN OKEECHOBEE COUNTY FL Under an order given by: CONTECH ENGINEERED SOLUTIONS 700944 Florida law prescribes the serving of this Notice and restricts your right to make payments under your contract in accordance with Section 713.06 Florida Statutes. Pursuant to Florida Statute 713.16(1) please furnish a copy of your direct contract with the contractor. Responsibility for copy costs is acknowledged. Request for Sworn Statement of Account must be addressed to: it EnraFyilieRNEWEEPARD1197144 WM! gfirsn nitigsrAi FbeNghtinfle preliminary notice of intention to make claim against any such bond(s). Request for a copy of the bond(s) is hereby made, with acknowledgment of responsibility for copy costs. Failure to furnish the requested copy may have adverse consequences as described in Florida Statutes. IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's laws, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF --RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. The undersigned will look to contractors bond for protection of the work. --LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Business and Professional Regulation. Lienor: UNITED CONCRETE PRODUCTS LLC PHONE 305-556-1661 3200 W 84TH ST HIALEAH FL 33018-4908 By: ennetb R. DeAngelis, Agent ISUB CONTRACTOR' Certified: 7101 0412 3440 2488 0834 B & B SITE DEVELOPMENT INC (863)763-6053 1505 S PARROTT AVE UNIT C OKEECHOBEE FL 34974-6129 LOWNERI CITY OF OKEECHOBEE (863_)763-3372 CONSTRUCTION ADM/CAPITAL IMPRV 55 SE 3RD AVE OKEECHOBEE FL 34974-2903 [CUST CUST SUB SUB CONTRL CONTECH ENGINEERED SOLUTIONS (513)645.7000 9025 CENTRE POINTE DR STE 400 WEST CHESTER 01-145069-4987 [GENERAL CONTRACTOR Certified: 7101 0412 3440 2488 0810 SEMINOLE DESIGN BUILD INC (863)467-1115 401 SW 2ND ST OKEECHOBEE FL 34974-4214 [SURETY] Certified: 7101 0412 3440 2488 0827 ?RAY INSURANCE COMPANY (504)888-7790 *US TREASURY RATED* BONDfGSM 35232 PO BOX 6202 METAIRIE LA 70009-6202 To assemble manually, fold A to A then fold B to 8 Patty Burnette From: dnunez@sdbteam.com Sent: Monday, January 22, 2018 2:03 PM To: Patty Burnette Subject: RE: Lien release needed for progress payment Attachments: United Concrete - progressive 12-15-18.pdf q have attachedthe emailed copy of the release, 'United Concrete mailed the orfginalto Contech, which who ordered the product andpaid for it. Once received 6y Contech, they will mailthe original to me, and i will &liver to you. From: Patty Burnette [mailto:pburnette@citvofokeechobee.com] Sent: Monday, January 22, 2018 1:55 PM To: dnunez@sdbteam.com Subject: RE: Lien release needed for progress payment Importance: High Hi Cindy. Just a follow up to your email to check on the status of this lien release. David met with Billy the other day so he has signed off on the authorization, but will need the lien release in order for Finance to make the payment. Thank you, Patty Paffy M. etkme ffv general Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, FL 34974 T 1 863-763-3372 Direct: 863-763-9820 Fax: 863-763-1686 e-mair:y6urnette@cityofo&echobee.com website: www.cityofokeechobee.com 1 .b F Patty Burnette From: dnunez@sdbteam.com Sent: Wednesday, January 24, 2018 8:33 AM To: Patty Burnette Subject: RE: Lien release needed for progress payment Technically 7 neededthe release date through the previous draw of 10/27/17. Once I receive this check for work completed through 12/21/17, g will need another release to cover through that date. 1 will have ourfinal from them 6y then. Cindy From: Patty Burnette [mailto:pburnette@cityofokeechobee.com] Sent: Tuesday, January 23, 2018 1:45 PM To: dnunez@sdbteam.com Subject: RE: Lien release needed for progress payment Hi Ms. Cindy. One question on this release says it is through December 15, 2017. The payment period you are requesting is to 12/21/17? Just checking. Paofty M. f3wi-►4 tfty General Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, 'FL 34974 get": 863-763-3372 Direct: 863-763-982o Tax: 863-763-1686 e -main yhurnette@cityofokeechotee.com website: www.cityofokeecho6ee.com NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are 1 WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ 30,765.08 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 12/21/2017 to SEMINOLE DESIGN -BUILD, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ 30,765.08 " hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through ' 12/21/2017 to SEMINOLE DESIGN -BUILD, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: al PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA B&B SITE DEVELOPMENT, INC. 41. By: t�. Print Name: Michelle Baughman Title: President The foregoing instrument was acknowledged before me this 19 Fh day of F-2.1001.10.0.1 , 2018, by Michelle Baughman, as President , of B&B Site Development, Inc. on behalf of the corporation. Het§ii•is ersonaliy N me or has produced as identification. ./ Ar NOTA PUB C My commission expires: i, ,Rmbu; al, o�oi (Notary Seal) KO URTNEY TAYLOR WAINER or" ` I•( 1 MY COMMISSION #FF184725 ‘.67,1;iwVia;=• EXPIRES December 21, 2018 (407) 3980153 FlorldallotaryService.com to WAIVER AND RELEASE OF LIEN UP NA.N41,_ I . 'nX31 se 4r coma' • it JG'CC'r t - �'1 r .9Oljr cFi.�,c, o'ft f f as r r The undersigned lienor, in consideration of the sum of $.3,7 lo , 3►1 hereby waive • nd releases its liefi a d rights to claim a lien, as well as any and alt other claims, for labor, services, or materials furnished to DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (FINAL PAYMENT) The undersigned, in consideration of the sum of $ 3, 710, 3 ►I hereby waives its rights to claim against the payment bond for labor, services, or materials furnished to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the fallowing described project: PROJECT • PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA Dated: (`1 1"C i3. o Ks THOMPSON PUMP & MFG CO INC By: KtU,t Print Name: Se &A Title:,4 , 7'. Cart?; E•E(. The foregoing instrument was acknowledged before me this i `��r' day of FLJRuA21 , 2018, by I.(GC.zy S , as /1.55-x. Cto%.P, SFe, , of ?ixtµp:dnJ Ptsi/' & Mt -6, Ca, on behalf of the corporation. He/She is personally known to me or has produced as identification. NOTARY PUBLIC My commission expires: (Notary Seal) DIANE M. HILT Cc�n:rission # FF 247356 Expiir_s July 7, 2019 pg •::;.i�• o..ne.,atau;*r.,�„whCor;a.:c:441i9 i Yvw�¢a.ym�oa.wav�v.wnxnn.arnsaw«wrw.a, WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the sum of $ lb o hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00.02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINSTEAYMENT BOND (FINAL PAYMENT) The undersigned, in consideration of the sum of $ 10 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA Dated: 2 - l q-17 American Concrete Industries, Inc. Bv: Print Nai5 Title: f reS5 rte a4 The foregoing instrume�ri yas a knowledged before me this I _`'day of Feb _i 2018, by fit0ve+.t- L SArn ras " t-% 4- , of . T . — • n behalf of the corporation. He/She is -,personally known to me or has produced / 3 i • n - 'cation. (Notary Seal) �?;!c MARGIEAJOHNSON Commissbn # GG 1°85°5ttN--OTAR P l• LIC /`- scaled nntember pB„ NotL247w `y commission expires:Expires Se FOFR WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT The undersigned lienor, in consideration of the sum of $ 35,227.61 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 12/21/2017 to CITY OF OKEECHOBEE, on the job of Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ 35,227.61 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 12/21/2017 to CITY OF OKEECHOBEE, on the job of Centennial Park Storm Water Improvements for improvements to the following described project: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA Dated: A/6/0 Print Name: DAVID NUNEZ Title: PRESIDENT The foregoing instrument was acknowledged before me this 674- day of 4I9 , 2018, by David Nunez, as President , of Seminole Design -Build, Inc. on behalf of the corporation. He/She is personally known to me or has produced erZi CYNTHIA BARCIA _ Commission # FF 971874 `�� My Commission Expires ``� March 15, 2020 as identification. NOTRY PUBLIC Cynthia Barcia My commission expires: March 15,2020 , FINAL WAIVER AND RELEASE OF LIEN The undersigned lienor, in consideration of the sum of $ 10.00 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 12/15/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. FINAL WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND The undersigned, in consideration of the sum of $ 10.00 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 12/15/2017 to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: 12--\ CI PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA CONTE ENGINEERED SO U •.NS, LLC B Print Name (CQ TkI Lozi C. The foregoing instrument was acknowledged before me this 5 day of -eC, , 2017, by CICACk oration. ehe cb'r l �Z1 L , as • CCS , of Cc�r��Pr � on behalf of t p He/She is personally known to me or has produced as identification. NOTARY PUBLIC My commission expires:o f-2 ZO (Notary Seal) IL") 'LP Patty Burnette From: Sent: To: Subject: dnunez@sdbteam.com Tuesday, January 16, 2018 10:04 AM Patty Burnette IRE: Lien release needed for progress payment (`q should have this today 6y email, she willput original in mail to me. J requested this a month ago from Contech, it is :their materialsupplier. But 1 by passed them and called 'united Concrete Products directly this morning. The lady (rJenn fer) said it was noyro6lem. " will 6e out of the office the remainder of the weep but q will check my email at night.' will -forward the release to you ( once received Do you know when they will 6e cutting the check for Centennial Park? gust trying to get all my ducks in a row before 7,,p1 scoot out f here. Thank you, Cindy From: Patty Burnette (mailto:pburnette@cityofokeechobee.com] Sent: Wednesday, December 27, 2017 12:47 PM To: dnunez@sdbteam.com Subject: Lien release needed for progress payment Hi Cindy. I have attached a copy of another Notice to Owner we received on November 20th that I will need to get a release of lien for. I did not see one for this company, United Concrete Products LLC, in the stack you brought me. Thanks so much and Happy New Year, Patty Pcolfy M. 13b4.4-va.4-11., General Services Coordinator 1 rf f, P�LCC� FEB 2.1 2018 FINANCE AIA Document 0702" —1992 Application and Certificate for Payment PO±' au* 6- LI Drams) 3 ?,, 34a0 * CR°snet erof 9 1 g>{gtDQ,504- TO OWNER: City of Okeechobee PROJECT: 55 S.E. 3rd Avenue Centennial Park Storm Water Improvements Okeechobee, FL 34974 701 SE 6th Avenue, Okeechobee, FL 34974 VIA 401 ARCHITECT: FROM CONTRACTOR: Seminole Design -Build, Inc. SW 2nd Street Okeechobee, FL 34974 CONTRACTOR'S APPLICATION FOR PAYMENT Application is made for payment, as shown below, in connection with the Contract. Continuation Sheet, AIA Document G703, is attached. 1. ORIGINAL CONTRACT SUM Culpepper & Terpening, Inc. 2. NET change by Change Orders 3. CONTRACT SUM TO DATE (Line 1+2) 4. TOTAL COMPLETED & STORED TO DATE (Column G on G703) .. 5. RETAINAGE: a. 0 % Of Completed Work $ (Column D+E on G703) b. 10 % of Stored Material $ • 411,412.27 ✓ (23,488.92)✓ 387,923.35 / 383,053.85 ✓ (Column F on G703) Total Retainage (Lines 5a+5b or Total in Column I of G703) 6. TOTAL EARNED LESS RETAINAGE (Line 4 Tess Line 5 Total) 7. LESS PREVIOUS CERTIFICATES FOR PAYMENT (Line 6 from prior Certificate) 8. CURRENT PAYMENT DUE 9. BALANCE TO FINISH, INCLUDING RETAINAGE (Line 3 Tess Line 6) $ $ 383,053.85 ✓ 320,218.99/ $ 62,834.86 4,869.50 ✓ CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Total changes approved in previous months by Owner $ (23,488.92) Total approved this Month TOTALS $ - $ (23,488.92) NET CHANGES by Change Order $ (23,488.92) APPLICATION NO: 5 PERIOD TO: 21212018 CONTRACT FOR: CONTRACT DATE: 61112017 PROJECT NOS: PW 01-00-02-17 Distribution to: OWNER: X ARCHITECT: CONTRACTOR: FIELD: OTHER: The undersigned Contractor certifies that to the best of the Contractor's knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previ . s Certificates for Payment were issued and paymentreceived from the Ow :_ and that curre' - s own herein is now due. CONTRA By: State of: Florida Subscribed and, Notary Public. My Commission expires:gdsf orn to befor. 2112/2018 ounty of:sk Okeechobee e this/o2 day of 2018. ARCHITECT'S CERTIFICATE F r, clt CYNTHIA BARCIA Commission # FF 971874 My Commission Expires "4,r;:4. March 15, 2020 In accordance with the Contract Documents, based on on-site observations and the data comprising this application, the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progessed as indicated, the uality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to pay njen of fMO AMOUNT CERTIFIED (Attached explanationif amount ce ied differs from the amount applied. Initial all figures on this Sheet that are changed�to`,co with the amount certified.) ARC -HIT LO By: This certificate is of negotiable. The AMO NT CERTIFIED is payable only to the Contractor named herein. Issuance, payment and acceptance of payment are without prejudice to any rights of the Owner or Contractor under this Contract • r lication and on the Continuation DATE: "f -4--11 *AIA Document G703" -1992 Continuation Sheet AIA Document 0702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing Contractofs signed certification is attached. In tabulations below, amounts arc stated to the nearest dollar. Use Column 1 on Contracts where variable retainage for line items may apply. APPLICATION NO: 5 APPLICATION DATE: 12/21/2017 PERIOD TO: 12/21/2017 ARCHITECT'S PROJECT NO: PW 01-00-02-17 A B C D C D 1 1 E F G H I ITEM NO. DESCRIPTION OF WORK Quantity Unit Cost SCHEDULED VALUE Quantity From Previous Application Value of Work Value of Work Completed Completed From Previous Quantity This Period Application This Period MATERIALS PRESENTLY STORED TOTAL, COMPLETED AND STORED TO DATE /0 BALANCE TO FINISH RETAINAGE 101-1A MOBILIZATION / DEMOBILIZATION 1 $41,741.70 $41,741.70 93.03% $38,832.36 6.97% $2,909.34 $0.00 $41,741.70 100% $0.00 $0.00 101-1B PRE -CONSTRUCTION VIDEO 1 $660.00 $660.00 0.00% $0.00 $0.00 $0.00 0% $660.00 $0.00 102-1 MAINTENANCE OF TRAFFIC 1 $550.00 $550.00 100.00% $550.00 $0.00 $550.00 100% $0.00 $0.00 104-2A PREVENTION, CONTROL & ABATEMENT OFEROSIO 1 $550.00 $550.00 100.00% $550.00 $0.00 $550.00 100% $0.00 $0.00 104-10-3 SEDIMENT BARRIER 685 $1.65 $1,130.25 685.00 $1,130.25 $0.00 $1,130.25 100% $0.00 $0.00 104-11 FLOATING TURBIDITY BARRIER 620 $7.98 $4,947.60 595.86 $4,754.98 $0.00 $4,754.98 96% $192.62 $0.00 104-15 SOIL TRACKING DEVICE 1 $2,750.00 $2,750.00 100.00% $2,750.00 $0.00 $2,750.00 100% $0.00 $0.00 104-18 INLET PROTECTION SYSTEM 7 $82.50 $577.50 7.00 $577.50 $0.00 $577.50 100% $0.00 $0.00 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS 1 $9,900.00 $9,900.00 50.00% $4,950.00 50% $4,950.00 $0.00 $9,900.00 100% $0.00 $0.00 110-1-1 CLEARING & GRUBBING 2.5 $220.00 $550.00 2.50 $550.00 $0.00 $550.00 100% $0.00 $0.00 110-4 MAINTENANCE OF EXISTING DRAINAGE 1 $220.00 $220.00 100% $220.00 $0.00 $220.00 100% $0.00 $0.00 120-1A REGULAR EXCAVATION & EMBANKMENT 1 $17,600.00 $17,600.00 100% $17,600.00 $0.00 $17,600.00 100% $0.00 $0.00 120-4 SUBSOIL EXCAVATION 600 $11.00 $6,600.00 600.00 $6,600.00 $0.00 $6,600.00 100% $0.00 $0.00 120-6A EMBANKMENT- SAND BEACH 200 $27.50 $5,500.00 200.00 $5,500.00 $0.00 $5,500.00 100% $0.00 $0.00 160 STABILIZED SUBGRADE (12" THICK) 1243 $3.30 $4,101.90 1243.00 $4,101.90 $0.00 $4,101.90 100% $0.00 $0.00 285-715 BASE (LBR 100) (8" THICK) 1198 $16.78 $20,102.44 1198.00 $20,102.44 $0.00 $20,102.44 100% $0.00 $0.00 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT," AVERAGE 333 $6.60 $2,197.80 333.00 $2,197.80 $0.00 $2,197.80 100% $0.00 $0.00 334-1-13 SUPERPAVE ASPHALTIC CONCRETE,TRAFFIC C (SP -9 118 $143.00 $16,874.00 139.32 $19,922.76 $0.00 $19,922.76 118% -$3,048.76 $0.00 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' 3 $1,375.00 $4,125.00 3.00 $4,125.00 $0.00 $4,125.00 100% $0.00 $0.00 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' 2 $2,860.00 $5,720.00 2.00 $5,720.00 $0.00 $5,720.00 100% $0.00 $0.00 425-1-901 INLET, SPECIAL, BAFFLE BOX 1 $104,458.20 $104,458.20 78% $80,969.28 22% $23,488.92 $0.00 $104,458.20 100% $0.00 $0.00 425-10 YARD INLET 5 $1,320.00 $6,600.00 5.00 $6,600.00 $0.00 $6,600.00 100% $0.00 $0.00 425-2-41 MANHOLE, P-7, < 10' 1 $2,530.00 $2,530.00 100% $2,530.00 $0.00 $2,530.00 100% $0.00 $0.00 425-2-71 MANHOLE,1-7, < 10' 2 $2,860.00 $5,720.00 2.00 $5,720.00 $0.00 $5,720.00 100% $0.00 $0.00 430-174- PIPE CULVERT, ADS, ROUND, 12" 330 $19.47 $6,425.10 330.00 $6,425.10 $0.00 $6,425.10 100% $0.00 $0.00 430-174- PIPE CULVERT, ADS, ROUND, 15" 36 $27.50 $990.00 36.00 $990.00 $0.00 $990.00 100% $0.00 $0.00 430-174- PIPE CULVERT, ADS, ROUND, 18" 48 $31.90 $1,531.20 48.00 $1,531.20 $0.00 $1,531.20 100% $0.00 $0.00 A B C D C D 1 I E F G H I ITEM NO. DESCRIPTION OF WORK Quantity Unit Cost SCHEDULED VALUE Quantity From Previous Application Value of Work Value of Work Completed Completed From Previous Quantity This Period Application This Period MATERIALS PRESENTLY STORED TOTAL COMPLETED AND STORED TO DATE , /0 BALANCE TO FINISH RETAINAGE 430-174-118 PIPE CULVERT, PVC, ROUND, 18" 36 $48.50 $1,746.00 36.00 $1,746.00 $0.00 $1,746.00 100% $0.00 $0.00 430-174-124 PIPE CULVERT, PVC, ROUND, 24" 105 $49.90 $5,239.50 105.00 $5,239.50 $0.00 $5,239.50 100% $0.00 $0.00 430-174-130 PIPE CULVERT, PVC, ROUND, 30" 162 $57.80 $9,363.60 162.00 $9,363.60 $0.00 $9,363.60 100% $0.00 $0.00 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" 50 $57.75 $2,887.50 50.00 $2,887.50 $0.00 $2,887.50 100% $0.00 $0.00 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" 56 $108.35 $6,067.60 56.00 $6,067.60 $0.00 $6,067.60 100% $0.00 $0.00 430-982-123 MITERED END SECTION, RCP,15" 1 $302.50 $302.50 0.00% $0.00 100% $302.50 $0.00 $302.50 100% $0.00 $0.00 430-982-125 MITERED END SECTION, RCP, 18" 2 $579.70 $1,159.40 0.00 $0.00 100% $1,159.40 $0.00 $1,159.40 100% $0.00 $0.00 430-982-129 MITERED END SECTION, RCP, 24" 1 $803.00 $803.00 0% $0.00 100% $803.00 $0.00 $803.00 100% $0.00 $0.00 430-982-625 MITERED END SECTION, RCP, 14" x 23" 1 $579.70 $579.70 50% $289.85 50% $289.85 $0.00 $579.70 100% $0.00 $0.00 520-1-10 CONCRETE CURB & GUTTER, TYPE F 94 $33.00 $3,102.00 0.00 $0.00 100% $3,102.00 $0.00 $3,102.00 100% $0.00 $0.00 520-2-4 CONCRETE CURB, TYPED 610 $9.90 $6,039.00 0.00 $0.00 100% $6,039.00 $0.00 $6,039.00 100% $0.00 $0.00 522-1 CONCRETESIDWALK,4"THICK 656 $32.18 $21,110.08 0.00 $0.00 81% $17,151.94 $0.00 $17,151.94 81% $3,958.14 $0.00 527-2 DETECTABLE MAT 36 $44.55 $1,603.80 0.00 $0.00 100% $1,603.80 $0.00 $1,603.80 100% $0.00 $0.00 530-3 RIPRAP-BANK AND SHORE 640 $87.45 $55,968.00 640.00 $55,968.00 $0.00 $55,968.00 100% $0.00 $0.00 570-1-2 PERFORMANCE TURF (SOD) 7200 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 580-1-1 LANDSCAPE COMPLETE -SMALL PLANTS 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 580-1-2 LANDSCAPE COMPLETE -LARGE PLANTS 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 590-1 LANDSCAPE IRRIGATION SYSTEM 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-11A SINGLE POST SIGN - F&I, HANDICAPPED 1 $0.00 $0.00 0% $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-11B SINGLE POST SIGN - F&I, STOP 2 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 700-1-12 SINGLE POST SIGN - F&I, STOP/DO NOTENTER 2 $0.00 $0.00 0.00 $0.00 $0.00 $0.00 0% $0.00 $0.00 711-11-111 Regular Paint, STANDARD, WHITE, SOLID(6") 400 $2.85 $1,140.00 0.00 $0.00 100% $1,140.00 $0.00 $1,140.00 100% $0.00 $0.00 711-11-123 Regular Paint, STANDARD, WHITE, SOLID,(12") . 140 $2.30 $322.00 0.00 $0.00 100% $322.00 $0.00 $322.00 100% $0.00 $0.00 71141-125 Regular Paint, STANDARD, WHITE, SOLID,(24") 52 $2.95 $153.40 0.00 $0.00 100% $153.40 $0.00 $153.40 100% $0.00 $0.00 711-11-170 Regular Paint, STANDARD, WHITE,ARROW 2 $65.00 $130.00 0.00 $0.00 100% $130.00 $0.00 $130.00 100% $0.00 $0.00 711-11-460 Regular Paint, STANDARD, BLUE,MESSAGE (HANDIc 1 $95.00 $95.00 0% $0.00 100% $95.00 $0.00 $95.00 100% $0.00 $0.00 1000 MANATEE PROTECTION 1 $8,580.00 $8,580.00 32% $2,750.00 68% $5,830.00 $0.00 $8,580.00 100% $0.00 $0.00 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY 150 $13.20 $1,980.00 150.00 $1,980.00 $0.00 $1,980.00 100% $0.00 $0.00 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC 165 $22.00 $3,630.00 165.00 $3,630.00 $0.00 $3,630.00 100% $0.00 $0.00 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT 3 $357.50 $1,072.50 3.00 $1,072.50 $0.00 $1,072.50 100% $0.00 $0.00 1060-15 UTILITY STRUCTURE, SANITARY MANHOLE,MODIP 1 $577.50 $577.50 100% $577.50 $0.00 $577.50 100% $0.00 $0.00 1080-11-101 UTILITY FIXTURE, 1" METER 1 $1,402.50 $1,402.50 0% $0.00 $0.00 $0.00 0% $1,402.50 $0.00 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1"CORP 51 1 $1,705.00 $1,705.00 0% $0.00 $0.00 $0.00 ' 0% $1,705.00 $0.00 CO -1 ChangeOrder#1 1 (23,488.92) $ (23,488.92) 0% $0.00 100% -$23,488.92 $0.00 -$23,488.92 100% $0.00 $0.00 GRAND TOTAL $387,923.35 $337,072.62 11.9% $45,981.23 $0.00 $383,053.85 ✓ 98.7% $4,869.50 $ . • FINAL WAIVER AND RELEASE OF LIEN The undersigned lienor, in consideration of the sum of sal// 39/75 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 02/09/2018 to SEMINOLE DESIGN -BUILD, INC. on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. FINAL WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND The undersigned, in consideration of the sum of $ ay 37/ 7( hereby waives its rights to claim against the payment bond for Tabor; services, or materials furnished through 02/09/2018 to SEMINOLE DESIGN -BUILD, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: gig` PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA VEST CONCRETE CONTRACTORS, INC. BY: b V Print Name: ei /Q,r\ V --- Title: Vice - Pr -e-561 The foregoing instrument was acknowledged before mg this 94- day of abrua, 2018, by �G(F.�o , as V'fig t6 , of VISI -// ji'? eoUka i -s on behalf of the corporation. He/She is personally known to me or has produced as identification. N ► '14:7, CYNTHIA BARCIA . � Commission # FF 971874 1,'4,-1;I�*I My Commission Expires °"`"'_ March 15, 2020 NOTARY PUBLIC My commission expires: FINAL WAIVER AND RELEASE OF LIEN The undersigned lienor, in consideration of the sum of $ 10 O0 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 02/09/2018 to VEST CONCRETE CONTRACTORS, INC. on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. FINAL WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND The undersigned, in consideration of the sum of $ 10.0° hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 02/09/2018 to VEST CONCRETE CONTRACTORS, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: r) -1q--1 PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA OKEECHOBEE ASPHALT & REDY MIX CONCRETE By: 'JL C,,,�.i oviAL0 Pri t ame: 35L.d -13,.I 'L nvt /d,� ..� Title: l Qf p (P` P, D; J. Vhe foregoing instrument was acknowledged,before me this 7 i ay of 1t , 2018, bye 41 it rner , as �,�irJJJ ff�in , of t 9rl -rrk- JY' • on behalf of the corporation. He1is personally known to me or has produced as identification. (Notary Seal) ran;e_. NOTARY PUBLIC My commission expires: C NOTARY ft PUBLIC 4 STATE OF FL� MONICA RAULERSON COMMISSION # GG75523 EXPIRES March 29, 2021 BONDED THROUGH RU INSURANCE COMPANY WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the sum of $ 10 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (FINAL PAYMENT) The undersigned, in consideration of the sum of $ "1() hereby waives its rights to claim against the payment bond for labor, services, or materials furnished to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA Dated: SIMS CRANE & E UIPMENT CO Print Name: Title: he foregoing instrument was acknowledged�before me this 1 { day of , 2018, bye i�ny Gt. nCQ\ as � t r I C .if ccf ofS i M CN - _\e on behalf of the corporation. He/She is personally known to me or has produced A. as identifi n. TARY PU C y commission expires: (Notary Seal) •��': • JENNIFER HERNANDEZ «= MY COMMISSION # FF944319 EXPIRES December 16.2019 140')i 0.O 3 FlondalloaryS_nfice.corn WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT The undersigned lienor, in consideration of the sum of $ 10.00 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished to B&B SITE _ DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE _ OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (FINAL PAYMENT) The undersigned, in consideration of the sum of $ 10.00 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished to B&B SITE DEVELOPMENT, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements_to the following described project: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA Dated: leb a0I a CORE & MAIN, LP f/k/a H D SUPPLY WATERWORKS LTD Bv: ZAlamtarniaLyen Print Name: Sharnell Merkling Title: Credit Manager The foregoing instrument was acknowledged before me this 1 1"\ day of -G10 n1.8 by Sharnell Merkling , as Credit Manager , of Core & Main, LP f/k/a uppo�'n bia(f°teScLiporation. He/She is personally know. to me or has produced ()1 IY as identification. STACIE K. SANDERS 41 ':; MY COMMISSION # GG 111710 • "' EXPIRES: October 4, 2021 ;o=,;; °c` Bonded Thru Notary Public Underwriters . . (Notary `ea .... NOTARY PUBLIC My commission expires: /©-4'a./ 1' 1` Patty Burnette From: Sent: To: Subject: Importance: Patty Burnette Thursday, April 05, 2018 11:55 AM dnunez@sdbteam.com Lien Releases for Centennial Park High Good Afternoon Cindy. Working on the final payment and am needing the following still: From Draw #4 need the original copy of the Waiver and Release of Lien upon Progress Payment for United Concrete Products. ✓ eov4 9Lk' The Final Waiver services throug reflect same. se of Lien that was received from Contect Engineered Solutions reflects 2/15/17 . ut payment (Draw #4l was through 12/21/17, so this should be changed to QI S h iS 1.00_s tctSia0 0 F of S° vvi LL Have copy of the following Waiver and Release of Lien upon Progress Payment through 12/21/17 for B & B Site Development.....Need Original Have copies ohe following Waiver and Release of Lien Upon Final Payment for Thompson Pump & also for American oncrete....Need Originals. Then will need original final Waiver and Release of Lien Upon Final Payment for the following: '4I1-aunc1�CtCl1 W c.t,( b n 9 b ✓l cl c C. � eminole Design & B Site Development ✓United Concrete 6(01h+ eopL( flou have any questions, just let me know. Than y Patty Patty M. 6wY ffv general Services Coordinator N �� Eyvta a. Obi, G C (A_t ctL i-3 f bac 1 NieecL-Find vJc ivix OACt, - kr- -sfior 5e"v.(etvs)fl (t_ rto_ -1-L, VF S�- ()KeeChob,eL Aspkca4- 5► ruts 0 vO fl-e— Aho p 6/%4 cat ak ✓ (kq,ve enp/ J nee.cc bei9(nom-l) /( vtev'tco-rt 06,-(01((4-c, Cha�c (IOP, j ne f, — t 6 kEc- aci<2 �5V it-- e� Cby\ r7T 6-1 , n,Q Qre SULtk4- I) telt CQ.f e /ER AND RELEASE OF LIEN of $ 10.00 hereby waives and releas abor, services, or materials furnished throw ity of Okeechobee - Centennial Park Sti' b(C 4-5 (1T) On l ►QCs r 1/4.Ftrta.it 4.4;?! t a�` 440-18 ( opt itJPJi J PROJECT PW 01-00-02-17 K STORM WATER IMPROVEMENTS '01 SE 6th AVENUE `ECHOBEE, FL 34974 iOBEE COUNTY FLORIDA iyments, the undersigned lienor waives and releases any and all ray connected with labor, services, or materials furnished after the 4-p a$121� [•:',1:2 T TO CLAIM AGAINST PAYMENT BOND 10.00 hereby waives its rights to claim against the payment ugh 12/15/2017 to CONTECH ENGINEERED SOLUTIONS on the job Water Improvements for improvements to the following PROJECT PW 01-00-02-17 STORM WATER IMPROVEMENTS bl SE 6th AVENUE `ECHOBEE, FL 34974 IOBEE COUNTY FLORIDA TED CONCRETE PRODUCTS LLC ,CIJIAC / c staar t Name: RocelieRdtiriguez is Corporate Credit Manager The foregoing instrument was acknowledged before me this 5th day of April , 2018, by Rocelie Rodriguez as Corporate Credit Manager . of United Concrete Products LLC> on behalf of the corporation. He/She is personally known to me or has produced , as identification. (Notary Seal) OTARY My co UBLIC ennifer mission expi 4.4,,,,, JENNIFER GONZALEZ -�1�'aY PUB ��i _°. ti,` -- Notary Public - State of Florida Commission # FF 202253 M Comm. Expires Jun 13. 2019 '' ,°"‘ Bonded through National Notary Assn. FINAL WAIVER AND RELEASE OF LIEN The undersigned lienor, in consideration of the sum of $ 62,834.66 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 04/09/2018 to CITY OF OKEECHOBEE, on the job of Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (FINAL PAYMENT) The undersigned, in consideration of the sum of $ 62,834.66 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 04/09/2018 to CITY OF OKEECHOBEE, on the job of Centennial Park Storm Water Improvements for improvements to the following described project: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE - OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA Dated: 'OA SEMINOLE iESIGN-BU MINE By: Print N; e: DAVID Title: PRESIDENT The foregoing instrument was acknowledged before me this 9/'— day of 40'i C1 , 2018, by David Nunez, as President , of Seminole Design -Build, Inc. on behalf of the corporation. He/She is personally known to me or has produced (Notary Seal) as ide I6ication. NOTY%1. PUBLIC Cynthia Barcia My commission expires: March 15,2020 CYNTHIA BARCIA Commission # FF 971874 =• �� ' My Commission Expires '.;`.iia i �,�, ..,;��aln�`O March 15, 2020 FINAL WAIVER AND RELEASE OF LIEN The undersigned lienor, in consideration of the sum of $ 28,630.37 hereby waives and releases its lien and rights to claim a lien, as well as any and all other claims, for labor, services, or materials furnished through 04/10/2018 to SEMINOLE DESIGN -BUILD, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements to the following property: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA In addition, and in consideration of the foregoing payments, the undersigned lienor waives and releases any and all other claims arising from, related to and/or in any way connected with labor, services, or materials furnished after the date specified. WAIVER OF RIGHT TO CLAIM AGAINST PAYMENT BOND (FINAL PAYMENT) The undersigned, in consideration of the sum of $ 28,630.37 hereby waives its rights to claim against the payment bond for labor, services, or materials furnished through 04/10/2018 to SEMINOLE DESIGN -BUILD, INC., on the job of City of Okeechobee - Centennial Park Storm Water Improvements for improvements to the following described project: Dated: PROJECT PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS 701 SE 6th AVENUE OKEECHOBEE, FL 34974 OKEECHOBEE COUNTY FLORIDA B&B SITE DEVELOPMENT, INC. Print Name: Michelle Baughman 1 Title: President The foregoing instrument was acknowledged before me this VII"' day of apse/L , 2018, by Michelle Baughman, as President , of B&B Site Development, Inc. on behalf of the corporation. He/She is personally known to me or has produced as identjfmation. IL/I—C:25A NOTARY PUBLIC My commission expires: (Notary Seal) rt CYNTHIA BARCIA Commission 0 FF 971874 My Commission Expires March 15, 2020 Patty Burnette From: dnunez@sdbteam.com Sent: Tuesday, April 10, 2018 11:12 AM To: Patty Burnette Subject: Centennial Park Attachments: doc02197420180410101202.pdf Patty, Here are the final releases for Centennial Park Project. I will bring the original to you once the check has been cut. Construction Coordinator Seminole Design -Build, lnc. 401 Sw 2' Street- Okeec!io6ee, AFL 34974 dnunez@sdbteam.com Patty Burnette From: Patty Burnette Sent: Friday, May 19, 2017 1:58 PM To: jkorswold@dfifl.com Subject: PW 01-00-02-17 Good Afternoon. On behalf of the City of Okeechobee, I would like to thank you for submitting a proposal for the Centennial Park Storm Water Improvements Bid. The contract has been awarded to Seminole Design -Build, Inc. This award was approved by the City Council on May 16, 2017. Your company's name has been placed on the vendors list and you will be automatically notified of any upcoming bidding opportunities on projects within this scope of work. Although your company was not awarded this contract, the City of Okeechobee appreciates your participation in this process. Thank you, Patty Pa -f t y M. 13wr1,1.e)H-e, Generali Services Coordinator City of Okeechobee 55 Southeast 34 4venue Okeechobee, TL 34974 def: 863-763-3372 Direct: 863-763-9820 'Fax: 863-763-1686 e-mafI phi rrnette6cityofokeecfiohee.corm website: www.citi1ofokeechohee.com NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. 1 Patty Burnette From: Patty Burnette Sent: Friday, May 19, 2017 1:55 PM To: 'penrodconstruction@gmail.com' Subject: PW 01-00-02-17 Good Afternoon Cory. On behalf of the City of Okeechobee, I would like to thank you for submitting a proposal for the Centennial Park Storm Water Improvements Bid. The contract has been awarded to Seminole Design -Build, Inc. This award was approved by the City Council on May 16, 2017. Your company's name has been placed on the vendors list and you will be automatically notified of any upcoming bidding opportunities on projects within this scope of work. Although your company was not awarded this contract, the City of Okeechobee appreciates your participation in this process. Thank you, Patty Pa-fty M. 6u-rwetfte' general Services Coordinator City of Okeecfio6ee 55 Southeast 3rd Avow Okeecf o6ee, EL 34974 Tek 863-763-3372 Direct: 863-763-982o Tax: 863-763-1686 e -nail: phiirnettePcltljofokeechohee.cont website: w w.citiofokeecfohee.coni NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. 1 INDEPENDENT NEWSMEDIA INC. USA STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, Florida, that the attached copy of advertisement being a in the matter of in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of alga/a0 /7 Affiant further says that the said Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Sworn to and subscribed before me this / day of ' Katrina Elsken a or% AD Notary Public, St Me of Florida at Large '1 4 ANGIE BRIDGES MY COMMISSION # FF 976149 EXPIRES:April20, 2020 Bandod mru Notary Public Unde4w itars Okeechobee 4- 107 -107 SW 17th Stre - wit Okeechobee, Flor a 4974 < ? 863-763-31 INVITATION TO BID N0. W-01-00.02-17 CITY OF OKEECHOBEE CENTENNIAL PARK ' STORM WATER IMPROVEMENTS Opening Date and Time: Mar 15, 2017, 2:30 PM Mandatory Pre -Bid: Mar 2, 2017, 2:00 PM The Gly of Okeechobee, Florida is currently soliciting bids for the Improve- ments to the 2 -acre Centennial Park site including parking, sidewalks, and bank stabilization; storm water Improvements including constructing a 4 - foot by 8 -foot nutrient separating baffle box, bio -sate, removal and re- placement of storm water pipe in accordance with design plans, project specifications, and applicable permits. Sealed bids must be received within the General Services Department at City Hall, 55 SE 3rd Avenue, Jin 101,, Okeechobee, FL 34974, no later than 2.30 PM EST on or before Wednesday. March 15 2017. M responses received by the deadline will be opened and recotded In the presence of one or more wit- nesses within the Council Chambers,'Rm 200,.at the address listed above. My bids received after the above Noted date and time will not be opened or considered. Facsimile or emailed bids will not be accepted. • A MANDATORY Pre -Bid Meeting will be held on Thursday. Marrh 2, 2917. at 2:00 PM EST In the Council Chambers. Rm 200, at the ad- dress listed above. Bidders MUST attend this meeting In order to submit for this bid. • • Tedmical specifications and maps are available In the Bid Packets that may be obtained from the General Services Department at dry Hall during nor- mal office hours, Mon -Fri, 8 AM -4:30 PM, except holidays,or by contacting' Patty Bumette 863-763-3372 x 218, pbumette@dtyofeechobee.com. A 550.00hon-refundable deposit per set of documents is required made pay- able to Gty of Okeechobee (checks & cash only accepted). Questions con- ceming the scope of work are to be directed to Public Works Director Davi Men, 863-763-3926, dallen@dtyofokeechobee.coin. NOTE: Bonding Requirements Apply to this Bid Opportunity. • - Submittals must be within a)) k. • • • • .• r . i r (..• en- velope deIdentified arly lalbelleddone `BIDNO PW 01-00-0217 CENTENNIAL PARK STORM WATER IMPROVEMENTS. 3-15-17. 2:30 PM' with the submit- ting Company Name, and Return Address. Bids may be mailed, hand de ivered and/or express mailed to the address listed above. Flmrs properly ; registered In the State of Florida are encouraged to submit their bid for con- sideration. R k the sole responsblity of the Bidder to deriver personally or by mal, ' their bid to the General Services Department on or before the closing hour and date for the receipt of bids as noted above. This solicitation does not commit the City of Okeedtobee to award any con- tracts, to pay any costs Incurred In the preparation of a response to this bid, or to contract for any services. The City Council reserves the right to reject any or al bids, to waive Informaritles and to accept or reject all or part of any bid, as they may deem to be Inthe best Interests of the City of Okee- chobee. Responses to this bid, upon'recelpt by the General Services Depart- ment, will become public records subject to provisions of Florida Statute Chapter 119 Florida Public Records Law. EEO/ADA/GINA/VP/DFWP. By Dowing R. Watford Jr, Mayor on February.22, 2017 479667 ON 2/22/2017 Treasure Coast Newspapers _',M St. Lucie News -Tribune 1939 SE Federal Highway, Stuart, FL 34994 AFFIDAVIT OF PUBLICATION STATE OF FLORIDA COUNTY OF ST. LUCIE Before the undersigned authority personally appeared, Sherri Cipriani, who on oath says that she is Classified Inside Sales Manager of the St. Lucie News -Tribune, a daily newspaper published at Fort Pierce in St. Lucie County, Florida: that the attached copy of advertisement was published in the St. Lucie News -Tribune in the following issues below. Affiant further says that the said St Lucie News -Tribune is a newspaper published in Fort Pierce, in said St. Lucie County, Florida, and that said newspaper has heretofore been continuously published in said St. Lucie County, Florida, daily and distributed in St. Lucie County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement; and affiant further says that she has neither paid or promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. The St. Lucie News -Tribune has been entered as Periodical Matter at the Post Offices in Fort Pierce, St. Lucie County, Florida and has been for a period of one year next preceding the first publication of the attached copy of advertisement. Customer 480298 - CITY OF OKEECHOBEE Pub Dates February Swo to and s Ad Number Cooyjine 1499528 Request for Bids: Centennial Park BID: PW -01-00-02-17 PO # bscribed before day of, February 24, 2017, by ,whois Sherri '.riani (X) personally known to me or ( ) who has produced as identification. Sandra Coldren Notary Public SANDRACOLDREN ti MY COMMISSION I FF 004035 �. as EXPIRES: April 1, 2017 [7:7174..% Q Bonded Thru Notary Pubfz Underwriters INVITATION TO BID NO. PW -01-00-02-17 CITY OF OKEECHOBEE CENTENNIAL PARK STORM WATER IMPROVEMENTS Opening Date and Time: Mar 15, 2017, 2:30 PM Mandatory Pre -Bid: Mar 2, 2017, 2:00 PM The City of Okeechobee, Florida is currently soliciting bids for the improvements to the 2 -acre Centennial Park site including parking, sidewalks, and bank stabilization; storm water improvements including constructing a 4 -foot by 8 - foot nutrient separating baffle box, bio-swale, removal and replacement of storm water pipe in accordance with design plans, project specifications, and applicable permits. Sealed bids must be received within the General Services Department at City Hall, 55 SE 3rd Avenue, Rm 101, Okeechobee, FL 34974, no later than 2:30 PM EST on or before Wednesday, March 15, 2017. All responses received by the deadline will be opened and recorded in the presence of one or more witnesses within the Council Chambers, Rm 200, at the address listed above. Any bids received after the above noted date and time will not be opened or considered. Facsimile or emailed bids will not be accepted. A MANDATORY Pre -Bid Meeting will be held on Thursday, March 2, 2017, at 2:00 PM EST in the Council Chambers, Rm 200, at the address listed above. Bidders MUST attend this meeting in order to submit for this bid. Technical specifications and maps are available in the Bid Packets that may be obtained from the General Services Department at City Hall during normal office hours, Mon -Fri, 8 AM -4:30 PM, except holidays, or by contacting Patty Burnette, 863-763-3372 x 218, pburnette@cityofokeechobee.com. A $50.00 non-refundable deposit per set of documents is required, made payable to City of Okeechobee (checks & cash only accepted). Questions concerning the scope of work are to be directed to Public Works Director David Allen, 863-763-3926, dallen a(�cityofokeechobee.com. NOTE: Bonding Requirements Apply to this Bid Opportunity. Submittals must be within a sealed envelope and contain two (2) clearly identified originals and one (1) copy of the bid, with the outside of the envelope clearly labeled "BID NO. PW 01=00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS, 3-15-17, 2:30 PM" with the submitting Company Name, and Return Address. Bids may be mailed, hand delivered and/or express mailed to the address listed above. Firms properly registered in the State of Florida are encouraged to submit their bid for consideration. It is the sole responsibility of the Bidder to deliver personally or by mail, their bid to the General Services Department on or before the closing hour and date for the receipt of bids as noted above. This solicitation does not commit the City of Okeechobee to award any contracts, to pay any costs incurred in the preparation of a response to this bid, or to contract for any services. The City Council reserves the right to reject any or all bids, to waive informalities and to accept or reject all or part of any bid, as they may deem to be in the best interests of the City of Okeechobee. Responses to this bid, upon receipt by the General Services Department, will become public records subject to provisions of Florida Statute Chapter 119 Florida Public Records Law. EEO/ADA/GINANP/DFWP. By: Dowling R. Watford Jr, Mayor on February 22, 2017 Posted: 2/21/17 -BJ Bobbie Jenkins From: John Cook <jrcook1648@yahoo.com> Sent: Monday, March 13, 2017 4:21 PM To: Bobbie Jenkins Subject: Re: Question on Ad for Bid Post on bulletin board is ok. Assume he is notifying all bidders also Sent from Yahoo Mail on Android On Mon, Mar 13, 2017 at 2:17 PM, Bobbie Jenkins <bjenkins@citvofokeechobee.com> wrote: John, David has extended the Centennial Park Bid opening from the 15th until the 29th. Since we have advertised the opening date being the 15th, do I need to advertise the extension? Please let me know! Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Phone: (863) 763-3372 ext. 215 Fax: (863) 763-1686 [cid:image003.png@01 D29C04.99BF0280] NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 v Patty Burnette From: Bobbie Jenkins Sent: Tuesday, March 14, 2017 8:49 AM To: Patty Burnette; Marcos Montes De Oca; Robin Brock; Kim Barnes; India Riedel Cc: Lane Gamiotea; David Allen; Jessie Weigum Subject: Bid Extension Notice Attachments: Extension Invitation to Bid PW 0100 02 17.pdf Good Morning All! John Cook verified this morning that the Bid Opening Extension for PW -01-00-02-17 does not have to be advertised in the paper, just posted on the website and Bulletin Board. I have attached a copy of the revised BB Notice for your files. Kim, Please replace the Notice online with the attached. Thanks! Bobbie J. Jenkins Deputy Clerk City of Okeechobee 55 SE 3Ta Avenue Okeechobee, FL 34974 Phone: (863) 763-3372 ext. 215 Fax: (863) 763-1686 NOTICE: Florida has a very broad public records law. As a result, any written communication created or received by the City of Okeechobee officials and employees will be available to the public and media, upon request, unless otherwise exempt. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this office. Instead, contact our office by phone or in writing. 1 r INVITATION TO BID NO. PW -01-00-02-17 CITY OF OKEECHOBEE CENTENNIAL PARK STORM WATER IMPROVEMENTS BID OPENING EXTENDED TO MARCH 29, 2017, 2:00 P.M. Opening Date and Time: Mar 15, 2017, 2:30 PM Mandatory Pre -Bid: Mar 2, 2017, 2:00 PM The City of Okeechobee, Florida is currently soliciting bids for the improvements to the 2 -acre Centennial Park site including parking, sidewalks, and bank stabilization; storm water improvements including constructing a 4 -foot by 8 - foot nutrient separating baffle box, bio-swale, removal and replacement of storm water pipe in accordance with design plans, project specifications, and applicable permits. Sealed bids must be received within the General Services Department at City Hall, 55 SE 3rd Avenue, Rm 101, Okeechobee, FL 34974, no later than 2:30 PM EST on or before Wednesday, March 15, 2017. All responses received by the deadline will be opened and recorded in the presence of one or more witnesses within the Council Chambers, Rm 200, at the address listed above. Any bids received after the above noted date and time will not be opened or considered. Facsimile or emailed bids will not be accepted. A MANDATORY Pre -Bid Meeting will be held on Thursday, March 2, 2017, at 2:00 PM EST in the Council Chambers, Rm 200, at the address listed above. Bidders MUST attend this meeting in order to submit for this bid. Technical specifications and maps are available in the Bid Packets that may be obtained from the General Services Department at City Hall during normal office hours, Mon -Fri, 8 AM -4:30 PM, except holidays, or by contacting Patty Burnette, 863-763-3372 x 218, pburnette@cityofokeechobee.com. A $50.00 non-refundable deposit per set of documents is required, made payable to City of Okeechobee (checks & cash only accepted). Questions concerning the scope of work are to be directed to Public Works Director David Allen, 863-763-3926, dallencityofokeechobee.com. NOTE: Bonding Requirements Apply to this Bid Opportunity. Submittals must be within a sealed envelope and contain two (2) clearly identified originals and one (1) copy of the bid, with the outside of the envelope clearly labeled "BID NO. PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS, 3-15-17, 2:30 PM" with the submitting Company Name, and Return Address. Bids may be mailed, hand delivered and/or express mailed to the address listed above. Firms properly registered in the State of Florida are encouraged to submit their bid for consideration. It is the sole responsibility of the Bidder to deliver personally or by mail, their bid to the General Services Department on or before the closing hour and date for the receipt of bids as noted above. This solicitation does not commit the City of Okeechobee to award any contracts, to pay any costs incurred in the preparation of a response to this bid, or to contract for any services. The City Council reserves the right to reject any or all bids, to waive informalities and to accept or reject all or part of any bid, as they may deem to be in the best interests of the City of Okeechobee. Responses to this bid, upon receipt by the General Services Department, will become public records subject to provisions of Florida Statute Chapter 119 Florida Public Records Law. EEO/ADA/G I NANP/DFWP. By: Dowling R. Watford Jr, Mayor on February 22, 2017 1 Email Transmittal (Q) D CITY OF OKEECHOBEE Office of the City Clerk* 55 SE 3rd Avenue * Okeechobee, FL 34974 863-763-3372 ext. 215 To: TC Palm — St. Lucie County Tribune — Ad Dept. Attention: Linda, stlucielegals@tcpalm.com From: Bobbie Jenkins, Deputy Clerk, bjenkins(c�cityofokeechobee.com Ad Type: Legal Publish On: Sun 2/26/17 Proof of Affidavit(s): 1 Authorized By: O fC>��[:llYLcc7 c_ Date: c7-024-(00/1/ Email Date/Time: o1/aaa//7 @ e:58am Ad/Order# Amount $: ,f 1��t�J lill`I-• 0._�iqf Proofed By• Date to Finance: Check #: \) ISCI.. Mailed On: PO#. INVITATION TO BID NO. PW -01.00-02.17 CITY OF OKEECHOBEE CENTENNIAL PARK STORM WATER IMPROVEMENTS Opening Date and Time: Mar 15, 2017, 2:30 PM Mandatory Pre -Bid: Mar 2, 2017, 2:00 PM The City of Okeechobee, Florida is currently soliciting bids for the improvements to the 2 -acre Centennial Park site including parking, sidewalks, and bank stabilization; storm water improvements including constructing a 4 -foot by 8 -foot nutrient separating baffle box, bio-swale, removal and replacement of storm water pipe in accordance with design plans, project specifications, and applicable permits. Sealed bids must be received within the General Services Department at City Hall, 55 SE 3rd Avenue, Rm 101, Okeechobee, FL 34974, no later than 2:30 PM EST on or before Wednesday, March 15, 2017. All responses received by the deadline will be opened and recorded in the presence of one or more witnesses within the Council Chambers, Rm 200, at the address listed above. Any bids received after the above noted date and time will not be opened or considered. Facsimile or emailed bids will not be accepted. A MANDATORY Pre -Bid Meeting will be held on Thursday, March 2, 2017, at 2:00 PM EST in the Council Chambers, Rm 200, at the address listed above. Bidders MUST attend this meeting in order to submit for this bid. Technical specifications and maps are available in the Bid Packets that may be obtained from the General Services Department at City Hall during normal office hours, Mon -Fri, 8 AM -4:30 PM, except holidays, or by contacting Patty Burnette, 863-763-3372 x 218, pburnette@cityofokeechobee.com. A $50.00 non-refundable deposit per set of documents is required, made payable to City of Okeechobee (checks & cash only accepted). Questions concerning the scope of work are to be directed to Public Works Director David Allen, 863-763-3926, dallen@cityofokeechobee.com. NOTE: Bonding Requirements Apply to this Bid Opportunity. Submittals must be within a sealed envelope and contain two (2) clearly identified originals and one (1) copy of the bid, with the outside of the envelope clearly labeled "BID NO. PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS, 3-15-17, 2:30 PM" with the submitting Company Name, and Return Address. Bids may be mailed, hand delivered and/or express mailed to the address listed above. Firms properly registered in the State of Florida are encouraged to submit their bid for consideration. It is the sole responsibility of the Bidder to deliver personally or by mail, their bid to the General Services Department on or before the closing hour and date for the receipt of bids as noted above. Treasure Coast Newspapers TCPAL jvi Sales Rep: Linda Klein (T9103) Phone: (772) 692-8966 A•c ount Infomlation Date: 02/22/17 Account Number: 480298 / T55675079 Company Name: CITY OF OKEECHOBEE Contact Name: Email: bjenkins@cityofokeechobee.com Address: 55 SE 3RD AVE, OKEECHOBEE, FL, 34974 Phone: (863) 763-3372 Fax: (000) 000-0000 Email: linda.klein@tcpalm.com >Ad'In onnation Ad Id: 1499528 Ad Class: 16260 Publications: TC -TC News -Press -Tribune, TC -Internet tcpalm.com Start Date: 02/26/17 Stop Date: 02/26/17 No. of Inserts: 1 Total Cost: $214.50 Columns Wide: 1 No. of Lines: 130 Total Cost: $214.50 METHOD CARD TYPE NAME ON CARD LAST 4 DIGITS EXPIRE DATE CHECK NUMBER AMOUNT PAID CC VISA 0257 $214.50 TOTAL COST PAID AMOUNT AMOUNT DUE $214.50 $214.50 $0.00 REQUEST FOR PROPOSALS CITY OF OKEECHOBEE CENTENNIAL PARK STORMWATER IMPROVEMENTS PW- 01-00-02-17 Sealed Bids will be received by the City of Okeechobee General Services Department, City Hall, 55 SE 3rd Avenue, Room #101, Okeechobee, FL 34974, until Wednesday, March 15, 2017, at 2:30 p.m. local time, at which time the bids will be opened and read publicly in the City Council Chambers (located at the previous address, on the second floor of City Hall, Rm #200). Any proposals received after the above noted time and date will not be opened or considered. Firms properly registered in the State of Florida are encouraged to submit their proposals for consideration to provide sidewalk rehabilitation improvements consisting of installation of new sidewalks at various locations within the City of Okeechobee. A MANDATORY pre-bid meeting will be held on Thursday March 2 at 2:00 PM in the City Council Chambers. You must attend this meeting in order to submit a response to this bid. NOTE: bonding requirements apply to this bid opportunity. Technical specifications and maps are available in the Bid Packets that may be obtained from General Services, Patty Burnette, 863-763-3372 x 218, pburnette(@,cityofokeechoee.com for a non-refundable price of $50.00. Questions concerning the scope of work should be directed to Public Works Director David Allen, 863-763- 3372 x 225, dallen@cityofokeechobee.com. Sealed bid offers, two (2) clearly identified originals and one (1) copy of the bid must be submitted in a sealed envelope with the outside clearly marked "BID NO. PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS" and may be mailed, hand -delivered or express mailed to the address listed above. Facsimile or emailed bids will not be accepted. It is the sole responsibility of the Bidder to deliver personally or by mail, their bid to the General Services Department at City Hall on or before the closing hour and date for the receipt of bids as noted above. This solicitation does not commit the City of Okeechobee to award any contracts, to pay any costs incurred in the preparation of a response to this Bid, or to contract for any services. The City Council reserves the right to reject any or all bids, to waive informalities and to accept or reject all or any part of any bid, as they may deem to be in the best interest of the City of Okeechobee, Florida. Responses to this Bid upon receipt by the City of Okeechobee will become public record subject to provisions of Florida Statute Chapter 119 Florida Public Records Law. City of Okeechobee is an Equal Opportunity Employer and Drug/Smoke Free Work Place. By: James E. Kirk, Mayor on February 12, 2014 BIDDER NOTIFICATION FOR CENTENNIAL PARK STORM WATER IMPROVEMENTS PW 01-00-02-17 Com an Name E -Mail Address Fax # I Date Sent Better Roads, Inc. donnad(betterroads.net E V 2/22/17 Optimum Services Inc. info a.optsvc.com E / 2/22/17 B&B Site Development skullhillstell a ahoo.com E I 2/22/17 ABC Transfer, Inc. j.uanRabctransferinc.com E / 2/22/17 Circle H Citrus dba 294 levin.pantusoinc.com E 11 2/22/17 Dickerson Florida, Inc. ldalegdfifl.com E I 2/22/17 Dickerson Florida, Inc. rickfjdfifl.com E I 2/22/17 Ranger Construction estimating@rangerconstruction.com E t 2/22/17 Excavation Point Inc. epi a embargmail.com E 2/22/17 Sunshine Land Design infu@sunshinelanddesign.com E I 2/22/17 B&B Site Development bbsitedevelopmentinc@gmail.com E / 2/22/17 E q E li E Ai E q q E = Emailed Wes Abney rmgan. abneybu.itcLe9maLl.eom Patty Burnette From: Jackie Dunham Sent: Wednesday, February 22, 2017 9:45 AM To: cindyc@betterroads.net; info@optsvc.com; bcurrie@landdesignsouth.com; skullhillsteel@yahoo.com; info@floridablacktop.com; aelanddearing@aol.com; juan@abctransferinccom; Ievi@pantusoinc.com; info@sunshinelanddesign.com; Idale@dfifl.com; rickf@dfifl.com; estimating@rangerconstruction.com; epi@embarqmail.com Cc: Patty Burnette Subject: Centennial Park Bid Attachments: Invitation to Bid PW 01 00 02 17.pdf Please see the attached Invitation to Bid for the City of Okeechobee's upcoming Centennial Park Storm Water Improvements. Please contact the appropriate person listed in the Invitation to Bid notice for any questions or further information. Jackf e. Du.t,ha m. Amin/ eatwe/Secretary City of Okeecloirne' 55 SE Thhvd/Avevucer Okeechobee', FL 34974 Tele% 863-763-3372 eixt. 217 Rax 863-763-1686 jdunham@cityofokeechobee.com cityofokeechobee.com Website: http://www.cityofokeechobee.com NOTICE: Due to Florida's broad public laws, this email may be subject to public disclosure. 1 Company Name Sunshine Land Design, Inc. Better Road , Inc. Optimum Services Inc. Land Design South B&B Site Development Florida Blacktop (Rob Shouy) A & E Land Clearing, Inc. ABC Transfer, Inc. Juan Bentancor, President Circle H Citrus dba 294 Constr. levi@pantusoinc.com Bidder's List Site Construction Preparation Address 3291 Lionel Terrace Stuart, FL 34997 PO Box 190 Old St Road 8 L. Placid, FL 33862 208 N. Parrott Ave Okeechobee, FL 34972 501 SE Port St Lucie Blvd Port St. Lucie, FL 34984 1505-C S. Parrott Avenue Okeechobee, FL 34974 1287 W Atlantic Blvd Pompano Beach, FL 33069 Phone Number 772-283-2648 772-283-8944 Fax info@sunshinelanddesign.com 863- 465-579 863-465- 863-467-2572 863-467-8067 Fax info@optsvc.com 772- 871-7778 772- 871-• • • Fax bcur ' • landdesi:nsouth.com tiaidn ebe llerroAt15.ne: 863-763-6053 Home 863-634-7194 863-763-4948 Fax 51iu.,1 Ni67C—E4. (ohm, .Co^t 954- 943-9700 954- 943 - info _ ' loridablackto..com 7040 Seminole Pratt Whitney Rd 561-784-8525 Loxahatchee, FL 33470 866- 788-85 561- 7 -1617 Fax ae ndclearing@aol.com 307 E. Aztec Avenue Clewiston, FL 33440 3500 Shinn Rd/P O Box 14049 Ft Pierce, FL 34979 (863) 983-1611 (863) 983-6774 Fax • Tuan@abctransferinc.com 772-461-8868 772-461-9477 Fax Company Name APAC-Florida, Inc. Central Florida Division Better Roads, Inc. Traffic Services Inc. Okeechobee Asphalt Bob Gent bgent@Ivnchpaving.com Ranger Construction Winter Haven: 407-749-6266 407-656-3188 © R.E.L.L. Corporation Community Asphalt Corp. Asphalt Maintenance LLC Sunshine Land Design, Inc. (See also Site Construction) Bidder's List Street Improvements Address 1445 42nd Street N.W. Winter Haven, FL 33881 3122 North 25th Street Ft. Pierce, FL 34946 PO Box 910 Ft. Pierce, FL 34954-0910 PO Box 1908 2830 Old State Road 8 Lake Placid, FL 33862-1908 405 E. Terrace Drive Plant City, FL 33563 503 NW 9th Street PO Box 2128 Okeechobee, FL 34973 2501 NW 48th Street Pompano Beach, FL 33073 PO Box 5403 Clearwater, FL 33758 14005 NW 186th Street Hialeah, FL 33018 6839 Narcoossee Rd Ste 43 Orlando, FL 32822 3291 Lionel Terrace Stuart, FL 34997 Phone Number (863) 967-0646 (863) 967-3907 Fax gmjohnson@apac.com (772) 429-4444 (772) 429-4445 Fax Idale@dfifl.com rickf@dfifl.com 863-465-5797 863-465-2764 Fax DonnaD@betterroads.net (800) 814-3169 (813) 659-1777 (813) 659-9395 Fax (863) 763-7373 (863) 763-7379 Fax ipalmer@Ivnchpaving.com (954) 428-8712 (954) 429-9637 Fax estimating@rangerconstruction.com (800) 446-2299 (727) 443-4200 (727) 443-4220 Fax rellcorp@tampabay.rr.com (305) 829-0700 (305) 829-8772 Fax (407) 380-0265 (407) 249-0267 Fax gree@asphaltspecialist.com 772-283-2648 772-283-8944 Fax info@sunshinelanddesign.com Company Name Advanced Grading Solutions A & E Land Clearing, Inc. aelandclearing.com Kerr's Bobcat Service kerrsbobcat@embargmail.com Jeff Douglas Enterprises Excavation Point Inc ABC Transfer Inc. Juan@abctransferinc.com armando@abctransferinc.com Bidder's List Grading Hauling Address 555 Construction Ln Lehigh Acres, FL 33936 Phone Number (239) 369-0702 (239) 369-8065 7040 Seminole Pratt Whitney Rd (561) 784-8525 Suite 25-157 Loxahatchee, FL 33470 1023 Elm Street Okeechobee, FL 34974 14151 HWY 441 SE Okeechobee, FL 34974 7944 S. George Blvd Sebring, FL 33875 307 E Aztec Ave Clewiston, FL 33440 (866) 788-8525 (561-784-1617 Fax (863) 467-6665 (863) 467-6665 Fax (863) 763-7223 (863) 763-4945 Fax (863) 634-7416 Cell jdei@live.com (863) 471-1997 (863) 386-1997 Fax EPI@embargmail.com 863-677-0522,983-1611 305-428-9469 (Fax) salesdept@abctransferinc.com Jackie Dunham From: Microsoft Outlook To: aelandclearing@aol.com Sent: Wednesday, February 22, 2017 9:45 AM Subject: Undeliverable: Centennial Park Bid Office 365 Your message to aelandclearing@aol.com couldn't be delivered. aelandclearing wasn't found at aol.com. jdunham Action Required Unknown To address Office 365 aelandclearing Recipient How to Fix It The address may be misspelled or may not exist. Try one or more of the following: • Send the message again following these steps: In Outlook, open this non-delivery report (NDR) and choose Send Again from the Report ribbon. In Outlook on the web, select this NDR, then select the link "To send this message again, click here." Then delete and retype the entire recipient address. If prompted with an Auto -Complete List suggestion don't select it. After typing the complete address, click Send. • Contact the recipient (by phone, for example) to check that the address exists and is correct. • The recipient may have set up email forwarding to an incorrect address. Ask them to check that any forwarding they've set up is working correctly. • Clear the recipient Auto -Complete List in Outlook or Outlook on the web by following the steps in this article: Fix email delivery issues for error code 5.1.1 in Office 365, and then send the message again. Retype the entire recipient address before selecting Send. If the problem continues, forward this message to your email admin. If you're an email admin, refer to the More Info for Email Admins section below. Jackie Dunham From: Microsoft Outlook To: bcurrie@landdesignsouth.com Sent: Wednesday, February 22, 2017 9:45 AM Subject: Undeliverable: Centennial Park Bid a Office 365 Your message to bcurrie@landdesignsouth.com couldn't be delivered. bcurrie wasn't found at Ianddesignsouth.com, or the mailbox is unavailable. jdunham Action Required Unknown To address Office 365 bcurrie Recipient How to Fix It The email address might be misspelled or it might not exist. Try one or more of the following: • Retype the recipient's address, then resend the message - If you're using Outlook, open this non-delivery report message and click Send Again from the menu or ribbon. In Outlook on the web, select this message, and then click the "To send this message again, click here." link located just above the message preview window. In the To or Cc line, delete and then retype the entire recipient's address (ignore any address suggestions). After typing the complete address, click Send to resend the message. If you're using an email program other than Outlook or Outlook on the web, follow its standard way for resending a message. Just be sure to delete and retype the recipient's entire address before resending it. • Remove the recipient from the recipient Auto -Complete List, then resend the message - If you're using Outlook or Outlook on the web, follow the steps in the "Remove the recipient from the recipient Auto -Complete List" section of this article. Then resend the message. Be sure to delete and retype the recipient's entire address before clicking Send. • Contact the recipient by some other means, (by phone, for example) to confirm you're using the right address. Ask them if they've set up an email forwarding rule that could be forwarding Jackie Dunham From: MAILER-DAEMON@mymaiLmyregisteredsite.com Sent: Wednesday, February 22, 2017 9:45 AM To: Jackie Dunham Subject: failure notice Hi. This is the qmail-send program at mymail.myregisteredsite.com. I'm afraid I wasn't able to deliver your message to the following addresses. This is a permanent error; I've given up. Sorry it didn't work out. <info@floridablacktop.com>: user is over quota --- Below this line is a copy of the message. Return -Path: <jdunham@cityofokeechobee.com> Received: (qmail 26904 invoked by uid 80); 22 Feb 2017 14:45:06 -0000 Received: from jax4mhib0l.registeredsite.com (64.69.222.11) by mymail.myregisteredsite.com with SMTP; 22 Feb 2017 14:45:06 -0000 Received: from gcc01-CY1-obe.outbound.protection.outlook.com (mail- cylgccOlon0105.outbound.protection.outlook.com [23.103.200.105]) by jax4mhib0l.registeredsite.com (8.14.4/8.14.4) with ESMTP id v1MEj2o6030033 (version=TLSv1/SSLv3 cipher=AES256-SHA256 bits=256 verify=FAIL) for <info@floridablacktop.com>; Wed, 22 Feb 2017 09:45:03 -0500 DKIM-Signature: v=1; a=rsa-sha256; c=relaxed/relaxed; d=okeechobee.onmicrosoft.com; s=selectorl-cityofokeechobee-com; h=From:Date:Subject:Message-ID:Content-Type:M1ME-Version; bh=gDdsBuVtPBv4Ai2iDSRniwquP8ijjvxTOKA2tA31s54=; b=QX8Y2/feYdSP+ktYrCy6lKgCucahCc4QtTZwzszcxLNKjP5/gdi2Q+7TI4kL/j8Bg2vLO8B8vVFiTcdVLPOotAmnBTEbYSKwWVI pCs3xNw6F4zy3txA+liOrBoTcZVDGFSO4EEu8roPIRRSLhN3dn8gbg93UpzWiw/JBfT/NoJI= Received: from SN1PR09MB0672.namprd09.prod.outlook.com (10.162.2.147) by MWHPR09MB1375.namprd09.prod.outlook.com (10.172.51.13) with Microsoft SMTP Server (version=TLS1_2, cipher=TLS_ECDHE_RSA_WITH_AES_256_CBC_SHA384_P384) id 15.1.919.13; Wed, 22 Feb 2017 14:44:57 +0000 Received: from SN1PR09MB0672.namprd09.prod.outlook.com ([10.162.2.147]) by SN1PR09MB0672.namprd09.prod.outlook.com ([10.162.2.147]) with mapi id 15.01.0919.018; Wed, 22 Feb 2017 14:44:56 +0000 From: Jackie Dunham <jdunham@cityofokeechobee.com> To: "cindyc@betterroads.net" <cindyc@betterroads.net>, "info@optsvc.com" <info@optsvc.com>, "bcurrie@landdesignsouth.com" <bcurrie@landdesignsouth.com>, "skullhillsteel@yahoo.com" <skullhillsteel@yahoo.com>, "info@floridablacktop.com" <info@floridablacktop.com>, 1 Document Purchase/Deposit Request Form v 3.0 - **-REQU ESTI NFORMATION-** Request Date: 2/24/2017 5:56:16 AM Project ID: 3759720 Project Name: Centennial Park Storm Water Improvements Requestor Name: Baldoza, Ronald Phone: Email: ronald.baldoza@cmdgroup.com Property/Region: Southeast Comments: Attention: Patty Burnette Phone: 8637633372 ext. 218 please use the email address ronald.baldoza@constructconnect.com in sending the douments. CMD TAX ID# 58-2263922 -** SHIPPER INSTRUCTIONS ** Report ID: 3759720 Report Title: Centennial Park Storm Water Improvements Bid Date: 3/15/2017 IFB Number: PW -01-00-02-17 -**-SHIP DOCUMENTS TO-** CMD 30 Technology Parkway South, Ste 100 Norcross, GA 30092 Attn: DOCUMENT PROCESSING Phone# 800-364-2059 Addenda Fax# 866-570-8187 Ship Via: FedEx Standard Overnight Ship Account#: 303142916 Please add the following number in the Reference Field within the Air Bill when Shipping: 56-X5202-5217-0000-00000 ******************************** -*"`RETURN-DEPOSIT TO *** CMD 30 Technology Parkway South, Ste 100 Norcross, GA 30092 Attn: Accounts Payable -Finance Dept. Internal Use Only!!! —** PAYEE INFORMATION (Document Fee) ** Payee Name: City of Okeechobee Document Fee: $50.00 Is Refundable: NO $ Refundable: Payment Method: Corporate Check Remit Method: Overnight Address Line 1: 55 SE 3rd Ave Address Line 2: City: Okeechobee State: FL Zip: 34974 —** PAYEE INFORMATION (Mail Fee) ** Payee Name: Mail Fee: Separate Check Requested: Address Line 1: Address Line 2: City: State: Zip: Patty Burnette From: Ronald Baldoza <Ronald.Baldoza@ConstructConnect.com> Sent: Thursday, March 02, 2017 4:43 PM To: Patty Burnette Subject: RE: Bid documents and plans PW 01-00-02-17 Thanks Patty, No these documents are just fine. Ronald L. Baldoza Bid Research Specialist 6pconstructconnect' Powering connecuorn. Improving results 30 Technology Parkway South Suite 100 Norcross, GA 30092 phone: 323.602.5079 ext. 75241 fax: 866.570.8187 www.ConstructConnect.com From: Patty Burnette[mailto:pburnette@cityofokeechobee.com] Sent: Thursday, March 2, 2017 4:35 PM To: Ronald Baldoza <Ronald.Baldoza@ConstructConnect.com> Subject: Bid documents and plans PW 01-00-02-17 Good Afternoon Ronald. Received your payment today and information is attached above. Are you also wanting documents physically mailed to you? Thank you, Patty Patty M. 6 LA•rpttitte, generaI Services Coordinator City of Okeechobee 1 55 Southeast 3rc1 %venue Okeechobee, TL 34974 deb 863-763-3372 ext.218 Tax: 863-763-1686 e-maik yburnette@cityofokeec(hobee.cont website: www.cityofoIeechobee.com NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. V/99 VGOZ 581L 00 0 (0000 000 000) 0 61.00 ZZ96 VL99 NE 98LL mu. https://www.fedex.com/shipping/html/en/PrintlFrame.html J171117021401w Y PL6VE 13 3380H033)10 anyPie 3S99 546.1311ADeh3c1 CZCnwoTT Cno Er —IZaO B COM > ooi gc) N F w a3aN3S 1118 After printing this label: 1. Use the 'Print' button on this page to print your label to your laser or inkjet printer. 2. Fold the printed page along the horizontal line. 3. Place label in shipping pouch and affix it to your shipment so that the barcode portion of the label can be read and scanned. Warning: IMPORTANT: TRANSMIT YOUR SHIPPING DATA AND PRINT A MANIFEST: At the end of each shipping day, you should perform the FedEx Ground End of Day Close procedure to transmit your shipping data to FedEx. To do so, click on the Ground End of Day Close Button. If required, print the pickup manifest that appears. A printed manifest is required to be tendered along with your packages if they are being picked up by FedEx Ground. If you are dropping your packages off at a FedEx drop off location, the manifest is not required. Use of this system constitutes your agreement to the service conditions in the current FedEx Service Guide and applicable tariff, available upon request. FedEx will not be responsible for any claim in excess of $100 per package, whether the result of loss, damage, delay, non-delivery, misdelivery, or misinformation, unless you declare a higher value, pay an additional charge, document your actual loss and file a timely claim. Limitations, including limitations on our liability, can be found in the current FedEx Service Guide and applicable tariff apply. In no event shall FedEx Ground be liable for any special, incidental, or consequential damages, including, without limitation, loss of profit, loss to the intrinsic value of the package, loss of sale, interest income or attomey's fees. Recovery cannot exceed actual documented loss. Items of extraordinary value are subject to separate limitations of liability set forth in the Service Guide and tariff. Written claims must be filed within strict time limits, see current FedEx Service Guide. 1 of 1 2/27/2017 11:25 AM CITY OF OKEECHOBEE, FLORIDA 55 S.E. 3rd Avenue, Okeechobee, FL 34974 N2 4 4 314 (863) 763.3372 ?-a 20 )7 RECEIVED from aoris-true,./-ibn l ala o. La-Z &laapuc.-- , 11i2 CUA°°/1oa pw 01 -bb -0A? 17 $ 50.60 e I O 2 ' " Dollars 100 pulp ( el/Ant* CLERK Patty Burnette From: Patty Burnette Sent: Thursday, January 05, 2017 1:09 PM To: David Allen; Marcos Montes De Oca (mmontesdeoca@cityofokeechobee.com) Cc: John Cook (jrcook1648@yahoo.com); johncook@cityofokeechobee.com; Robin Brock Subject: [ Centennial Park bid information Attachments: Part of Florida Statute Chapter 255.pdf Importance: High David, You had requested a Bid number for the Centennial Park Project. The advertising requirements stated in the Florida Statutes are as follows: 2) The solicitation of competitive bids or proposals for any county, municipality, or other political subdivision construction project that is projected to cost more than $200,000 shall be publicly advertised at least once in a newspaper of general circulation in the county where the project is located at least 21 days prior to the established bid opening and at least 5 days prior to any scheduled prebid conference. Also, while looking at the Statutes I noticed there have been some updates that you may need to review and add/change in our bid documents to ensure we are following them. I have made copies of some of the sections and attached them for your convenience, although you may also want to review the entire Chapter yourself or check with John. I will be more than happy to review the bid document when you have it completed and John will need to review it as well. After he has looked at it, then we can establish the dates and add those as well as the Bid number into the document. Thank you, Patty Patty M. 13frvetf -e, C3enera(Services Coordinator City of OIeechobee 55 Southeast 3rd Avenue 1 Patty Burnette From: Lane Gamiotea Sent: Wednesday, February 15, 2017 5:12 PM To: David Allen; Patty Burnette; Bobbie Jenkins Subject: FW: Centennial Park Advertisement Attachments: PW 01-00-02-17 Ad copy.docx Importance: High David, please read back over the 2"d paragraph, it doesn't relate to this project so it either needs to be removed or revised. The last sentence of the last full paragraph — Bobbie and/or Patty please double check that language (I think the F.S. has recently changed to offer a specific period of time that sealed bids are not public record but we need the exactly wording for that — I believe the language is under the list of exemptions in Chap. 119). Time Line — Patty please confirm this will meet the F.S. parameters: Bid Opening: Mar 15 ✓ Mandatory Pre -Bid Meeting: Mar 2 *13 days PRIOR to Mar 15 OPENING, counting day of pre-bid meeting* 1st Advertisement to be Published & Post on City Website: Feb 19 (Okee News & Palm Beach Post) *24 actual days'r' PRIOR to Mar 15 OPENING & 11 actual days PRIOR to PRE-BID, counting date of advertisement* Bobbie, tentatively reserve the Council Chambers on these dates. Then, upon receiving responses on the above questions, prepare this ad - and change the last 2 lines to the abbreviations we use, Mayor Watford's name & change the date to Feb 22 that the bid was let. If we can't meet the deadline to publish on Sun, Feb 19, we'll have to push it back to Wed, Feb 22; this would change the time line as follows (we wont worry about this until we know for certain we're not going to make the deadline for the 19th ): Bid Opening: Mar 15 Mandatory Pre -Bid Meeting: Mar 2 *13 days PRIOR to Mar 15 OPENING, counting day of pre-bid meeting* 1st Advertisement to be Published & Post on City Website: Feb 22 (Okee News & Palm Beach Post) *21 actual days PRIOR to Mar 15 OPENING & 8 actual days PRIOR to Mar 2 PRE-BID, counting date of advertisement* Thank you! Lane Earnest-Gamiotea, CMC City Clerk/Personnel Administrator City of Okeechobee 55 Southeast 3rd Avenue, Okeechobee, FL 34974 Office: 863.763.3372 x215 Fax: 863.763.1686 Cell: 863.697.0345 PUBLIC RECORDS NOTICE: Under Florida law, email addresses are public records. If you do not want your email address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. Florida Statute 668.6076 1 Patty Burnette From: Lane Gamiotea Sent: Wednesday, February 15, 2017 5:27 PM To: Bobbie Jenkins Cc: Patty Burnette Subject: FW: Centennial Park Bid times Can't recall if the times were also listed in the ad, if not please add them O -LG From: David Allen Sent: Wednesday, February 15, 2017 1:15 PM To: Marcos Montes De Oca; Robin Brock Cc: Lane Gamiotea Subject: Centennial Park Bid times Pre-bid 3/2/2017 at 2:00 in the council room Bid opening 3/15/2017 at 2:20 in the council room David Allen Public Works Director City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, FL 34974 863-763-3372 ext 225 863-763-1686 fax cityofokeechobee.com PUBLIC RECORDS NOTICE: All e-mail sent to and received from the City of Okeechobee, Florida, including e-mail addresses and content, are subject to the provisions of the Florida Public Records Law, Florida Statute Chapter 119, and may be subject to disclosure. 1 Patty Burnette From: David Allen Sent: Thursday, February 16, 2017 8:56 AM To: Lane Gamiotea; Patty Burnette; Bobbie Jenkins Subject: RE: Centennial Park Advertisement Attachments: PW 01-00-02-17 Ad copy.docx • I have revised the 2nd paragraph. • I believe the correct reference to fs regarding the last sentence is taken from the following: 119.0713 (3) (3) Any data, record, or document used directly or solely by a municipally owned utility to prepare and submit a bid relative to the sale, distribution, or use of any service, commodity, or tangible personal property to any customer or prospective customer is exempt from s. 119.07(1) and s. 24(a), Art. I of the State Constitution. This exemption commences when a municipal utility identifies in writing a specific bid to which it intends to respond. This exemption no longer applies after the contract for sale, distribution, or use of the service, commodity, or tangible personal property is executed, a decision is made not to execute such contract, or the project is no longer under active consideration. The exemption in this subsection includes the bid documents actually furnished in response to the request for bids. However, the exemption for the bid documents submitted no longer applies after the bids are opened by the customer or prospective customer. Lane, do we have to include the entire paragraph or just include the reference to the section? • As to the time lines, 255.0525 (2) states: The solicitation of competitive bids or proposals for any county, municipality, or other political subdivision construction project that is projected to cost more than $200,000 shall be publicly advertised at least once in a newspaper of general circulation in the county is located at least 21 days prior to the established bid opening and at least 5 days prior to any scheduled prebid conference. We should be good on the dates. I have scheduled the prebid with stef and Marcos so I would like to keep those dates. If we get in earlier that would be great but let's keep the dates as is. From: Lane Gamiotea Sent: Wednesday, February 15, 2017 5:12 PM To: David Allen; Patty Burnette; Bobbie Jenkins Subject: FW: Centennial Park Advertisement Importance: High David, please read back over the 2nd paragraph, it doesn't relate to this project so it either needs to be removed or revised. The last sentence of the last full paragraph — Bobbie and/or Patty please double check that language (I think the F.S. has recently changed to offer a specific period of time that sealed bids are not public record but we need the exactly wording for that — I believe the language is under the list of exemptions in Chap. 119). Time Line — Patty please confirm this will meet the F.S. parameters: Bid Opening: Mar 15 Mandatory Pre -Bid Meeting: Mar 2 *13 days PRIOR to Mar 15 OPENING, counting day of pre-bid meeting* 1 REQUEST FOR PROPOSALS CITY OF OKEECHOBEE CENTENNIAL PARK STORMWATER IMPROVEMENTS PW- 01-00-02-17 Sealed Bids will be received by the City of Okeechobee General Services Department, City Hall, 55 SE 3rd Avenue, Room #101, Okeechobee, FL 34974, until Wednesday, March 15, 2017, at 2:30 p.m. local time, at which time the bids will be opened and read publicly in the City Council Chambers (located at the previous address, on the second floor of City Hall, Rm #200). Any proposals received after the above noted time and date will not be opened or considered. Firms properly registered in the State of Florida are encouraged to submit their proposals for consideration of the project. The scope of work comprises of improvements for a 2 acre park site including Parking, sidewalks, bank stabilization, storm water improvements including construction of a 4' X 8' Nutrient Separating Baffle Box, Bio -Swale, removal and replacement of storm water pipe in accordance with design plans, project specifications, and applicable permits. A MANDATORY pre-bid meeting will be held on Thursday March 2 at 2:00 PM in the City Council Chambers. You must attend this meeting in order to submit a response to this bid. NOTE: bonding requirements apply to this bid opportunity. Technical specifications and maps are available in the Bid Packets that may be obtained from General Services, Patty Burnette, 863-763-3372 x 218, pburnette ancityofokeechoee.com for a non-refundable price of $50.00. Questions concerning the scope of work should be directed to Public Works Director David Allen, 863-763- ,' - 3372 x 225, dallen a( ..cityofokeechobee.com. \ Sealed bid offers, two (2) clearly identified originals and one (1) copy of the bid must be submitted in a sealed envelope with the outside clearly marked "BID NO. PW 01.00.02.17 CENTENNIAL PARK STORM WATER IMPROVEMENTS" and may be mailed, hand -delivered or express mailed to the address listed above. Facsimile or emailed bids will not be accepted. It is the sole responsibility of the Bidder to deliver personally or by mail, their bid to the General Services Department at City Hall on or before the closing hour and date for the receipt of bids as noted above. This solicitation does not commit the City of Okeechobee to award any contracts, to pay any costs incurred in the preparation of a response to this Bid, or to contract for any services. The City Council reserves the right to reject any or all bids, to waive informalities and to accept or reject all or any part of any bid, as they may deem to be in the best interest of the City of Okeechobee, Florida. Responses to this Bid upon receipt by the City of Okeechobee will become public record subject to provisions of Florida Statute Chapter 119.0713 (3) Florida Public Records Law. City of Okeechobee is an Equal Opportunity Employer and Drug/Smoke Free Work Place. By: Dowling R. Watford Jr, Mayor on February 22, 2017 Patty Bumette From: Lane Gamiotea Sent: Thursday, February 16, 2017 10:07 AM To: David Allen Cc: Bobbie Jenkins; Patty Bumette; Jessie Weigum Subject: RE: Centennial Park Advertisement Importance: High David, just want you to be aware: 1. If this ad is published in Sundays paper, the bid packets have to be ready to be sold Monday by 8 am (copies, binding, etc) 2. Attorney Cook has to review the bid packet before it can be released/advertised. 3. Tomorrow is Friday, which means you & Jessie aren't here & Attorney Cook is generally available in the AM only on Fridays. He usually works in Stuart on Thursday's. Wasn't sure if you'd made contact with him to review the document yet. Knowing all this, am I still shooting to have the ad published Sunday? Please let me know ASAP. (PS if you need a binding machine, my office has one you can borrow ©) -LG From: David Allen Sent: Thursday, February 16, 2017 8:56 AM To: Lane Gamiotea; Patty Burnette; Bobbie Jenkins Subject: RE: Centennial Park Advertisement • I have revised the 2"d paragraph. • I believe the correct reference to fs regarding the last sentence is taken from the following: 119.0713 (3) (3) Any data, record, or document used directly or solely by a municipally owned utility to prepare and submit a bid relative to the sale, distribution, or use of any service, commodity, or tangible personal property to any customer or prospective customer is exempt from s. 119.07(1) and s. 24(a), Art. 1 of the State Constitution. This exemption commences when a municipal utility identifies in writing a specific bid to which it intends to respond. This exemption no longer applies after the contract for sale, distribution, or use of the service, commodity, or tangible personal property is executed, a decision is made not to execute such contract, or the project is no longer under active consideration. The exemption in this subsection includes the bid documents actually furnished in response to the request for bids. However, the exemption for the bid documents submitted no longer applies after the bids are opened by the customer or prospective customer. Lane, do we have to include the entire paragraph or just include the reference to the section? • As to the time lines, 255.0525 (2) states: The solicitation of competitive bids or proposals for any county, municipality, or other political subdivision construction project that is projected to cost more than $200,000 shall be publicly advertised at least once in a 1 Patty Burnette From: Lane Gamiotea Sent: Thursday, February 16, 2017 11:59 AM To: David Allen Cc: Bobbie Jenkins; Patty Burnette; Jessie Weigum Subject: RE: Centennial Park Advertisement Ok, we'll shoot for Wed, Feb 22, which now means: 1. Bid packets have to be ready to be sold Thurs by 8 am (copies, binding, etc) 2. Attorney Cook has to review the bid packet before it can be released/advertised — my absolute deadline is Tues, 9 AM 3. Attorney Cook usually has court the majority of the day on Monday's you're still going to have to get it to him today & make sure he gets you any revisions by Monday (anytime) in case it causes the ad language to be modified. (again if you need a binding machine, my office has one you can borrow O) Lane Earnest-Gamiotea, CMC City Clerk/Personnel Administrator City of Okeechobee 55 Southeast 3rd Avenue, Okeechobee, FL 34974 Office: 863.763.3372 x215 Fax: 863.763.1686 CeII: 863.697.0345 PUBLIC RECORDS NOTICE: Under Florida law, email addresses are public records. If you do not want your email address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. Florida Statute 668.6076 CITY OF OKEECHOBEE E-MAIL DISCLAIMER: Florida has a very broad public records law. Most written communications to or from local officials regarding city business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. From: David Allen Sent: Thursday, February 16, 2017 11:30 AM To: Lane Gamiotea Cc: Bobbie Jenkins; Patty Burnette; Jessie Weigum Subject: RE: Centennial Park Advertisement I guess we won't be going with Sunday then O 1 Patty Burnette From: Sent: To: Cc: Subject: Attachments: Patty Burnette Thursday, March 02, 2017 3:46 PM David Allen; 'Stef Matthes' Jessie Weigum (jweigum@cityofokeechobee.com) Centennial Park Storm Water Improvements Bid sign in sheet Sign in sheet for PW 01-00-02-17.pdf Attached is the sign in sheet from today's mandatory Pre -Bid Meeting. Pc141-y M. 13wrc te' general Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, EL 34974 Teh 863-763-3372 ext. 218 Tax: 863-763-1686 e-maik yburnette@cityofokeechobee.com website: www.cityofokeechobee.com NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. Patty Burnette From: Stef Matthes <smatthes@ct-eng.com> Sent: Monday, March 06, 2017 9:12 AM To: David Allen Cc: Marcos Montes De Oca; Patty Burnette Subject: RE: Taylor Creek park Attachments: 14-024 Taylor Creek Centennial Park, MANATEE PROTECTION PLAN, 2017.01.05....pdf; 14-024 Taylor Creek Centennial Park, Allen, Pre-bid questions, 2017.03.0....doc David, Please find attached my updated Addendum No. 1 items. This version includes the manatee Protection Plan as required by the Florida Fish & Wildlife Department Stef Stefan K. Matthes, P.E. Senior Vice President Culpepper and Terpening. Inc. Consulting Engineers and Land Surveyors 2980 South 25th Street Ft. Pierce, FL 34981 Telephone 772-464-3537 Ext. *114 Facsimile 772-464-9497 smatthes@ct-eng.com From: Stef Matthes Sent: Friday, March 03, 2017 7:17 AM To: 'David Allen' <dallen@cityofokeechobee.com> Cc: Marcos Montes De Oca<mmontesdeoca@cityofokeechobee.com> Subject: Taylor Creek park David, please find my observations from the pre-bid meeting for your Addendum No. 1 I have provided it on word so you can import it into your addendum document Have a great weekend Stef 1 Stefan K. Matthes, P.E. Senior Vice President Culpepper and Terpening. Inc. Consulting Engineers and Land Surveyors 2980 South 25th Street Ft. Pierce, FL 34981 Telephone 772-464-3537 Ext. *114 Facsimile 772-464-9497 smatthes@ct-eng.com 2 Sender's Email: smatthes@ct-eng.com TO: David Allen Director of Public Works City of Okeechobee MEMORANDUM VIA: Email (dallen@cityofokeechobee.com) FROM: Stefan K. Matthes, P.E. DATE: March 03, 2017 JOB: 14-024 RE: Taylor Creek Centennial Park — pre-bid Questions Please find the following questions and answers that we raised at yesterday's pre-bid meeting for inclusion in Addendum 1: • Question: What is the Engineer's Estimate of Probable Construction Cost? Response: The Engineer's Estimate of Probable Construction Cost is $454,960. • Question: What component of the plans will be part of Phase 2? Response: Phase 2 of the project will include the restroom facility, Playground, Pavilions, Floating docks and Gazebo. • Question: Cross Section A -A on Sheet 5 and 9 is located at the sand beach. What will be used for the typical section? The Section A -A depicts a section of the project that will be a sand beach. The rip -rap and geo-fabric will be replace with 12" of clean sand. Comments: • The project includes paving, drainage, sidewalks, potable water service, sanitary sewer service, bank stabilization, sand beach, landscaping and irrigation improvements for the park site. The additional amenities will be provided as a second phase to the project. • The baffle box design was provided by Eco -Vault. Mr. Randy Burden for Eco -Vault was present and provided his contact information for questions regarding the vault. It should be noted that all actual questions with regards to the bidding of the project should be directed to Mr. David Allen at the City. • The Contractor shall be responsible for connecting the irrigation system to the Okeechobee Utility Authority potable water system located at the intersection of SE 7th Street and SE 6th Avenue. The work shall include the piping, tapping saddle, valves and irrigation meter to make the connection from the existing water line to the controller. This work shall be included in Bid Item No. 590-1 Landscape Irrigation System, Lump Sum. • Please add Bid Item No. 1000: Manatee Protection, Lump Sum. 1000 Manatee Protection: The bid price for this item shall include, but not be limited to, the requirements as provided in the Manatee Protection Plan as prepared by Hobe Sound Environmental. The bid item shall include the installation of the Manatee Exclusion Device as referenced on Sheet 8 of the Construction plans. CONTRACTOR is to take all actions required in the Manatee Protection Plan. The basis of payment for Manatee Protection shall be paid as LUMP SUM. Patty Burnette 4'6 From: Ronald Baldoza <Ronald.Baldoza@ConstructConnect.com> Sent: Tuesday, March 07, 2017 1:02 PM To: Patty Burnette Subject: Centennial Park Storm Water Improvements - 3759720 Hi Patty, I am hoping that you are fine today. I would like to request a copy of the attendance list from the mandatory meeting. Any addenda coming up? Thank you and have a nice day! Ronald L. Baldoza Bid Research Specialist Oc o nstructconnect" 30 Technology Parkway South Suite 100 Norcross, GA 30092 phone: 323.602.5079 ext. 75241 fax: 866.570.8187 www.ConstructConnect.com 1 Patty Burnette From: David Allen Sent: Thursday, March 09, 2017 9:49 AM To: 'Stef Matthes' Cc: Patty Bumette; Jessie Weigum Subject: FW: Centennial Park RFI Attachments: Penrod Bid_RFI.doc Stef, We have more questions from one of the contractors. Can you get me a response so I can issue the addendum? Thanks, David From: Corey Penrod[mailto:penrodconstruction@gmail.coml Sent: Wednesday, March 08, 2017 11:44 AM To: David Allen <dallen@cityofokeechobee.com> Subject: Fwd: Centennial Park RFI Attached are some RFI's and we had a couple of more questions I had listed below. Will bid due date be extended? RFI's came quick, still need answers, and less then a week to submit bid. On landscaping page L-2 note 13 states requirement that seem different and extreme. Can we exclude testing and evaluations? avast This email has been checked for viruses by Avast antivirus software. www.avast.com Corey Penrod Penrod Construction Company CGC# 1516178 (863) 634-0546 Cell (863)763-8094 Fax www.penrodconstructioncompany.com 1 Penrod construction company residential - commercial 863.634.0546 CGC1516178 penrodconstructioncompany.com Request for Information Date Created 3/7/17 RFI #1 Purpose Bid Clarification Created By Corey Penrod Directed To David Allen — Public Works Director Dwg. No. Bid Set Spec Section N/A 1. Please provide a copy of the soil boring report from Ardaman & Assoc. Inc. 2. Please provide copies all permits and permit conditions. 3. What is the LBR requirement on the Subgrade? LBR 40 or LBR 30? 4. According to detail D-1 on plan Sheet 10, OUA provides the meter. Is this still the case or shall we bid this item? If this item is bid, what brand and model meter is to be installed? 5. What are the limits of the 6" thick sidewalk? Please respond by: ASAP Distribution: David Allen Patty Burnette Patty Burnette From: Stef Matthes <smatthes@ct-eng.com> Sent: Thursday, March 09, 2017 5:11 PM To: David Allen Cc: Patty Burnette; Jessie Weigum Subject: RE: Centennial Park RFI Attachments: 14-024 Taylor Creek Centennial Park, Allen, RFI 1 Addemndum 2 responses,....doc; 16-5429 Centennial -Taylor Creek Park SSE sealed.pdf David & Patty, Here's my response along with a pdf of the Geotech report Stef Stefan K. Matthes, P.E. Senior Vice President Culpepper and Terpening, Inc. Consulting Engineers and Land Surveyors 2980 South 25th Street Ft. Pierce, FL 34981 Telephone 772-464-3537 Ext. *114 Facsimile 772-464-9497 smatthes a,ct-eng.com From: David Allen [mailto:dallen@cityofokeechobee.com] Sent: Thursday, March 09, 2017 9:49 AM To: Stef Matthes <smatthes@ct-eng.com> Cc: Patty Burnette<pburnette@cityofokeechobee.com>; Jessie Weigum <jweigum@cityofokeechobee.com> Subject: FW: Centennial Park RFI Stef, We have more questions from one of the contractors. Can you get me a response so I can issue the addendum? Thanks, David From: Corey Penrod [mailto:penrodconstruction@gmail.com] Sent: Wednesday, March 08, 2017 11:44 AM To: David Allen <dallen@cityofokeechobee.com> Subject: Fwd: Centennial Park RFI Attached are some RFI's and we had a couple of more questions I had listed below. 1 Will bid due date be extended? RFI's came quick, still need answers, and less then a week to submit bid. On landscaping page L-2 note 13 states requirement that seem different and extreme. Can we exclude testing and evaluations? This email has been checked for viruses by Avast antivirus software. www.avast.com Corey Penrod Penrod Construction Company CGC# 1516178 (863) 634-054-6-N1 (863)763-809.4 Fax www.penrodconstructioncompany.com 2 Sender's Email: smatthes@ct-eng.com TO: David Allen Director of Public Works City of Okeechobee MEMORANDUM VIA: Email (dallen(a cityofokeechobee.com) FROM: Stefan K. Matthes, P.E. DALE,: March 09, 2017 JOB: 14-024 RE: Taylor Creek Centennial Park — RFI No. 1 Responses Please find the following questions raised by Penrod Construction Company along with our suggested responses for inclusion in Addendum 2: 1. Please provide a copy of the soil boring report from Ardaman & Assoc. Inc. Response: The Ardaman Geotechnical Report is attached. 2. Please provide copies all permits and permit conditions. Response: The South Florida Water Management District permit is in process and will be provided once issued. Standard permit condition with respect to the development of an upland site can be expected. No other permits are anticipated other than the City of Okeechobee Building Permit, which will be the responsibility of the Contractor. The Contractor will be required to dewater the site. The SFWMD has agreed that their "General permit By Rule" will apply for the dewatering operations. This will require that all dewatering will remain on site. The Contractor will be responsible to procure the Notice of Intent "NOP' from the Florida Department of Environmental Protection 3. What is the LBR requirement on the Subgrade? LBR 40 or LBR 30? Response: The subgrade will require an LBR 40. 4. According to detail D-1 on plan Sheet 10, OUA provides the meter. Is this still the case or shall we bid this item? If this item is bid, what brand and model meter is to be installed? Response: The OUA will provide the water meter, however the Contractor will need to pay for the meter. This will also be the case with the irrigation meter. 5. What are the limits of the 6" thick sidewalk? Response: Sidewalk shall be 4" thick in accordance with the detail provided on Sheet 7. The 6" thickened edge shall be provided along all paved areas. The width of the thickened edge shall be 6" wide and 18" deep as shown on the detail provided on Sheet 7. Payment shall be made under the unit price for the 4" thick sidewalk. Patty Burnette From: Stef Matthes <smatthes@ct-eng.com> Sent: Sunday, March 12, 2017 2:14 PM To: Patty Bumette; David Allen; mhouston@hjadstudio.com Cc: Jessie Weigum Subject: RE: Centennial Park RFI Mike, Please see the question below with regards to Note 13 on Sheet L2. Can the analysis and testing be excluded, or possible made less stringent? It would be good to have a response on Monday if at all possible Stef Stefan K. Matthes, P.E. Senior Vice President Culpepper and'1'erpening, inc. Consulting Engineers and Land Surveyors 2980 South 25'1 Street Ft. Pierce, FL 34981 Telephone 772-464-3537 Ext. *114 Facsimile 772-464-9497 sm:itthes qi'c t-eng.com From: Patty Burnette[mailto:pburnette@cityofokeechobee.com] Sent: Friday, March 10, 2017 3:53 PM To: Stef Matthes <smatthes@ct-eng.com>; David Allen <dallen@cityofokeechobee.com> Cc: Jessie Weigum <iweigum@cityofokeechobee.com> Subject: RE: Centennial Park RFI Importance: High Hi Stef. Just looking at this as David is not here today. The person asked a few other questions that were not attached but actually just written in his email. I don't believe we will be extending the bid due date but would you be able to answer the other one please? Will bid due date be extended? RFI's came quick, still need answers, and less then a week to submit bid. On landscaping page L-2 note 13 states requirement that seem different and extreme. Can we exclude testing and evaluations? Thank you, Patty Patty Burnette From: Michael Houston <mhouston@hjadstudio.com> Sent: Sunday, March 12, 2017 4:18 PM To: Stef Matthes Cc: Patty Burnette; David Allen; Jessie Weigum Subject: Re: Centennial Park RFI Yes, we are fine with excluding those requirements. Sent from my iPhone On Mar 12, 2017, at 2:14 PM, Stef Matthes <smatthes@ct-eng.com> wrote: Mike, Please see the question below with regards to Note 13 on Sheet L2. Can the analysis and testing be excluded, or possible made less stringent? It would be good to have a response on Monday if at all possible Stef <i mage002. jpg> Stefan K. Matthes, P.E. Senior Vice President C it c .. •r 'in T •nin * In Consulting Engineers :Ind Land Surveyors 2980 South 2511 Street Ft. Pierce, FL 34981 Telephone 772-464-3537 Ext. *114 Facsimile 772-464-9497 smatthc s (ct'.c t-c:nt*.com From: Patty Burnette[mailto:pburnette@'cityofokeechobee.coml Sent: Friday, March 10, 2017 3:53 PM To: Stef Matthes <smatthesPct-eng.com>; David Allen <dallen@cityofokeechobee.com> Cc: Jessie Weigum <iweigumpcityofokeechobee.com> Subject: RE: Centennial Park RFI Importance: High Hi Stef. Just looking at this as David is not here today. The person asked a few other questions that were not attached but actually just written in his email. I don't believe we will be extending the bid due date but would you be able to answer the other one please? Will bid due date be extended? RFPs came quick, still need answers, and less then a week to submit bid. On landscaping page L-2 note 13 states requirement that seem different and extreme. Can we exclude testing and evaluations? 1 LAST REVISION 07/01/12 O DESCRIPTION: BASE THICKNESS AND OPTION CODES Base Group Structural Range Base Group Pay Item Number Base Options Limerock LBR 100 Cemented Coquina LBR 100 Shell Rock LBR 100 Bank Run Shell LBR 100 Graded Aggregate Base LBR 100 r ----- Type 8-12.5 8-12.5 And 4" Granular Granular Subbase, LBR 100 * RAP Base Structural Number (Per. in.) (0.18) (0.18) (0.18) (0.18) (0.15) (0.30) (0.30 & 0.15) (NA) 1 0.65-0.75 701 4" 4" 4" 4" 412" ,. 4" ❑ 5" 2 0.80-0.90 702 5" 5" 5" 5" 51/2" 4" 3 0.95-1.05 703 512' 516" 51/2" 5W' 612' A 4" 4 1.05-1.15 704 6" 6" 6" 6" 712" 4" 5 1.25-1.35 705 7" 7" 7" 7" 812' 412' 6 1.35-1.50 706 8" 8" 8" 8" 9" 5" 7 1.50-1.65 707 81/2" 816, 812" 81/2" 10" 512" 8 1.65-1.75 708 912' 912' 91/2" 912' 11" 512" 9 1.75-1.85 709 10" 10" 10" 10" 12" 6" 4" 10 1.90-2.00 710 11" 11" 11" 11" 0 13" 612' 412" 11 2.05-2.15 711 12" 12" 12" 12" 0 14" 7" 5" 12 2.20-2.30 712 1216' 121" 1212" 1212" 712" 512' 13 2.35-2.45 713 0 1312" 0 131/2' 0 131" 0 131/2" 8" 6" 14 2.45-2.55 714 0 14" 0 14" 0 14" 0 14" 81" 612' 15 2.60-2.70 715 9" 7" GENERAL NOTES 1. On new construction and reconstruction projects, when an entirely new base is to be built, the design engineer may specify the Base Group and any unrestricted General Use Optional Base shown in that base group. Note, however, that some thick granular bases are limited to widening which prevents their general use. 2. Where base options are specified in the plans, only those options may be bid and used. 3. The designer may require the use of a single base option, for instance Type B-12.5 in a high water condition. This single base option will be bid and used as Optional Base. * For granular subbase, the construction of both the subbase and Type 8-12.5 will be bid and used as Optional Base. Granular subbases include Limerock, Cemented Coquina, Shell Rock, Bank Run Shell and Graded Aggregate Base at LBR 100. The base thickness shown is Type B-12.5. All subbase thicknesses are 4" minimum. 0 To be used for widening, three feet or less. A Based on minimum practical thicknesses. LI For restrictions on the use of RAP Base - see Specifications Section 283. GENERAL USE OPTIONAL BASE GROUPS AND STRUCTURAL NUMBERS FDOT DESIGN STANDARDS 2013 OPTIIONAAS E GROUP ANTE S T I': UCTURAL NU (1 E !' S INDEX NO, 514 SHEET NO. 1 y\00500-s\00574-02.dgn LAST REVISION 07/01/12 REVISION DESCRIPTION: BASE THICKNESS AND OPTION CODES o o m ro cc ro t. 2 u 5 Base Options L 4? z 2 E 3' m a o L LD vl m rt3 N N :a mN 1 - v p o Em J -1 N, m __ v -- .p m _n o tm J y� m a� rom 0 c_9 o o O c v N k_ Eg v U E, oa 0, 1 0 O m c v k Eg U c3 ul o.. a 0 o Ln a c Q1 N k_ Eg U E, o ra- 0, Structural Number (Per. in.) (0.12) (0.12) (0.10) (0.12) (0.15) (0.15) (0.20) 1 0.60-0.75 701 5" 5" 7" 5" 5" 5" 4"L 2 0.75-0.90 702 61/2 61/2" 81/2" 64" 54" 51/2" 4" 3 0.95-1.05 703 8„ 8" 91/2' 8" 61/2" 6.1e 5" 4 1.05-1.15 704 9" 9" 101/2" 9" 7%2" 71/2' 51/2' 5 1.20-1.35 705 10" 10" 12" 10" 81/2' 81/2" 6" 6 1.30-1.45 706 11" 11" 11" 9" 7" 7 1.45-1.60 707 12/2" 12%2" 121/2" 10" 71/2" 8 1.65-1.75 708 11" 81/2' Not Recommended For 20 Year Design Accumulated 18 kip Equivalent Single Axle Loads (ESAL) Greater Than 1,000,000 Note: These base materials may be used on FDOT projects when approved in writing by the District Materials Engineer and shown in the plans. L Based on minimum practical thicknesses. LIMITED USE OPTIONAL BASE GROUPS AND STRUCTURAL NUMBERS FDOT DESIGN STANDARDS 2013 PTI[ONAL ASE GROUP AN ($E S TRUCTU .AE NU E S INDEX NO. 514 SHEET NO. 2 Patty Burnette From: David Allen Sent: Monday, March 13, 2017 8:53 AM To: 'Stef Matthes' Cc: Jessie Weigum; Patty Burnette Subject: FW: Addendum No. 3 for PW 01-00-02-17 From: RICK FORLIFER [mailto:RICKF@DFIFL.com] Sent: Monday, March 13, 2017 8:36 AM To: David Allen <dallen@citvofokeechobee.com> Subject: RE: Addendum No. 3 for PW 01-00-02-17 Also, reading the specs on Optional base group 15, this requires asphalt base only, 18" of rock is not an FDOT optional base group as specified in the referenced index 514 of your specifications. Please see the following. http://www.fdot.gov/roadway/DS/13/IDx/00514.pdf From: John Korswold Sent: Monday, March 13, 2017 8:03 AM To: RICK FORLIFER; ANTIONETTE PETERSON; MOE MADRIGAL Subject: FW: Addendum No. 3 for PW 01-00-02-17 FYI John Korswold Asst. Estimator Dickerson Florida, Inc. Office 772-429-4444 CeII 772-579-7060 Fax 772- 429-4445 From: David Allen[mailto:dallenCacityofokeechobee.com] Sent: Monday, March 13, 2017 7:15 AM To: John Korswold; penrodconstructionagmail.com; randy.burdenftecosenseint.com; dnunez(asdbteam.com; abneybuild@ gmail.com; randy.burdenPecosenseint.com; ronald.baldozaC@�constructconnect.com Cc: 'Stef Matthes'; Patty Burnette; Jessie Weigum Subject: Addendum No. 3 for PW 01-00-02-17 We are reviewing the request for an extension to the bid due date and will be issuing a response later this morning after we have a chance to consult the calendars for all those involved. Thank you, David Allen Public Works Director 1 City of Okeechobee 55 Southeast 3`d Avenue Okeechobee, FL 34974 863-763-3372 ext 225 863-763-1686 fax cityofokeechobee.com r PUBLIC RECORDS NOTICE: All e-mail sent to and received from the City of Okeechobee, Florida, including e-mail addresses and content, are subject to the provisions of the Florida Public Records Law, Florida Statute Chapter 119, and may be subject to disclosure. 2 7 Patty Burnette From: Stef Matthes <smatthes@ct-eng.com> Sent: Monday, March 13, 2017 9:37 AM To: David Allen Cc: Jessie Weigum; Patty Burnette Subject: RE: Addendum No. 3 for PW 01-00-02-17 Attachments: 14-024 Taylor Creek Centennial Park, Allen, RFI 2 Addendum 3 responses, ....doc; 14-024 Taylor Creek Centennial Park, Section 00300 - Bid Form (revised) docx David & Patty I have attached the responses to Dickersons questions I do believe that a minor change to the bid sheet is warranted Please add the attached description changes and adjust the bid sheet 160: Stabilized Subgrade (12" Thick) 285-715: Base (LBR 100) (18" Thick) I believe this should address the questions. I have provided an updated Bid Section for your use Stef Stefan K. Matthes, P.E. Senior Vice President Culpepper and Terpening. Inc. Consulting Engineers and Land Surveyors 2980 South 25th Street Ft. Pierce, FL 34981 Telephone 772-464-3537 Ext. *114 Facsimile 772-464-9497 smatthesnct-eng.com From: David Allen[mailto:dallen@citvofokeechobee.com] Sent: Monday, March 13, 2017 8:53 AM To: Stef Matthes <smatthes@ct-eng.com> Cc: Jessie Weigum <jweigum@citvofokeechobee.com>; Patty Burnette<pburnette@citvofokeechobee.com> Subject: FW: Addendum No. 3 for PW 01-00-02-17 1 Sender's Email: smatthesCct-eng.com TO: David Allen Director of Public Works City of Okeechobee MEMORANDUM VIA: Email (dallenOcityofokeechobee.com) FROM: Stefan K. Matthes, P.E. DATE: March 13, 2017 JOB: 14-024 RE: Taylor Creek Centennial Park — RFI No. 2 Responses Please find the following questions raised by Dickerson Construction Company along with our suggested responses for inclusion in Addendum 3: 1. Will a new bid form be issued? The answer to Addendum 2 Question 3 changes the compacted subgrade to a stabilized subgrade. Response: The bid form has been adjusted to reflect the Stabilized Subgrade. 2. The FDOT does not include 18" baserock in their Index 514 as an Optional Base Group. Response: The bid item has been changed to remove the reference to the optional base group. The base shall be 18" thick and constructed to FDOT specifications 160 Stabilized Subgrade (12" Thick): The bid price for this item shall include, but not be limited to, the requirements of Section 160 Stabilizing of the FDOT Specifications. Stabilize and compact designated portions of the parking lot and drive isles to provide a firm and unyielding subgrade, having the required density value specified in the plans. The bid price for this item includes the full depth compaction required as specified in the plans for the parking are and drive isles. Perform work in accordance with an approved Quality Control Plan meeting the requirements of Section 105. Price and payment will constitute full compensation for all work and materials specified in FDOT Specifications, Section 160, including furnishing, spreading and mixing of all material required and any reprocessing of compacted areas necessary to attain the specified compaction value. Work shall also include mixing of the existing soils to insure a uniform foundation for the parking and drive isles. The basis of payment for Stabilized Subgrade (12" Thick) shall be paid per SQUARE YARD. 285-715 Base (LBR 100) (18" Thick): The bid price for this item shall include, but not be limited to, furnishing and installation of the Base in accordance with the requirements of Section 285 Optional Base Course of the FDOT Specifications as shown in the design plans. Price and payment will be full compensation for all work specified in FDOT Specifications, Section 285, including tack coat between base layers and prime coat as required. The basis of payment for Base (LBR 100) (18" Thick) shall be paid per SQUARE YARD. SECTION 00300 BID FORM City Council City of Okeechobee, Florida 55 SE 3rd Avenue Okeechobee, FL 34974 (BIDDERS COMPANY NAME) I have received the documents titled Taylor Creek Centennial Park Project No. . I have also received addendum number _ through and have included their provisions in my bid. I have examined both the bid documents and the construction site and submit the following bid in which I agree: 1. To hold my bid open until an agreement has been executed between City of Okeechobee and accepted Bidder, including receipt of the Public Construction and Maintenance Bonds, or until 90 days after bids are opened, whichever is longer. 2. Regarding the Disposition of Bid Security: to accept the provisions of the Instructions to the Bidders. 3. To enter into and execute a Contract on the basis of this bid and to furnish a 100% Public Construction Bond in accordance with the Instructions to Bidders to guarantee,my workmanship and materials to be free from construction defects for a period of not less than one (1) year, if this bid is accepted. 4. To accomplish the work included in, and in accordance with the Contract Documents, if this bid is accepted. 5. To start work within ten (10) calendar days from the date of the Notice to Proceed and thereafter to complete the work within 90 calendar days, unless the time is modified by provisions of the contract, if this bid is accepted. 6. Regarding Compensation for the proposed work: if this bid is accepted, I will construct this project on a unit price basis as reflected in the Bid Unit Price Schedule on pages 300-2 and 300-7 of this bid. 7. Regarding the Award of the Contract: if I am awarded a contract for this project, understand that the award may be for all or any portion thereof of the items listed under the Bid Unit Price Schedule. City of Okeechobee Project No. Public Works Department Section 00100 -1 (BIDDER'S COMPANY NAME) BID UNIT PRICE SCHEDULE TAYLOR CREEK CENTENNIAL PARK ITEM NO. DESCRIPTION MUNIT EASURE EST. QUAN. UNIT PRICE AMOUNT 101-1A MOBILIZATION / DEMOBILIZATION LS 1 $ $ 101-1B PRE -CONSTRUCTION VIDEO LS 1 $ $ 102-1 MAINTENANCE OF TRAFFIC LS 1 $ $ 104 2A PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION LS 1 $ $ 104-10-3 SEDIMENT BARRIER LF 685 $ $ 104-11 FLOATING TURBIDITY BARRIER LF 620 $ $ 104-15 SOIL TRACKING DEVICE EA 1 $ $ 104-18 INLET PROTECTION SYSTEM EA 7 $ $ 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS LS 1 $ $ 110-1-1 CLEARING & GRUBBING ACRES 2.5 $ $ 110-4 MAINTENANCE OF EXISTING DRAINAGE LS 1 $ $ 120-1A REGULAR EXCAVATION & EMBANKMENT LS 1 - $ $ 120-4 SUBSOIL EXCAVATION CY 600 $ $ 120-6A EMBANKMENT -SAND BEACH SY 200 $ $ 160 STABILIZED SUBGRADE (12" THICK) SY 1243 $ $ 285-715 BASE (LBR 100) (18" THICK) SY 1198 $ $ 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT, 1" AVERAGE DEPTH SY 333 $ $ 334 1-13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (SP -9.5) TON 118 $ $ 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' EA 3 $ $ 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' EA 2 $ $ 425-1-901 INLET, SPECIAL, BAFFLE BOX EA 1 $ $ 425-10 YARD INLET EA 5 $ $ 425-2-41 MANHOLE, P-7, < 10' EA 1 $ $ 425-2-71 MANHOLE, J-7, < 10' EA 2 $ $ 430-174-112A PIPE CULVERT, ADS, ROUND, 12" LF 330 $ $ City of Okeechobee Public Work Department 00300 - 2 Project # (BIDDER'S COMPANY NAME) ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 430-174-115A PIPE CULVERT, ADS, ROUND, 15" LF 36 $ $ 430-174-118A PIPE CULVERT, ADS, ROUND, 18" LF 48 $ $ 430-174-118 PIPE CULVERT, RCP, ROUND, 18" LF 36 $ $ 430-174-124 PIPE CULVERT, RCP, ROUND, 24" LF 105 $ $ 430-174-130 PIPE CULVERT, RCP, ROUND, 30" LF 162 $ $ 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" LF 50 $ $ 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" LF 56 $ $ 430-982-123 MITERED END SECTION, RCP, 15" EA 1 $ $ 430-982-125 MITERED END SECTION, RCP, 18" EA 2 $ $ 430-982-129 MITERED END SECTION, RCP, 24" EA 1 $ $ 430-982-625 MITERED END SECTION, RCP, 14" x 23" EA 1 $ $ 520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 94 $ $ 520-2-4 CONCRETE CURB, TYPE D LF 610 $ $ 522-1 CONCRETE SIDWALK, 4" THICK SY 656 $ $ 527-2 DETECTABLE MAT SF 36 $ $ 530-3 RIPRAP - BANK AND SHORE SY 640 $ $ 570-1-2 PERFORMANCE TURF (SOD) SY 7,200 $ $ 580-1-1 LANDSCAPE COMPLETE -SMALL PLANTS LS 1 $ $ 580-1-2 LANDSCAPE COMPLETE - LARGE PLANTS LS 1 $ $ 590-1 LANDSCAPE IRRIGATION SYSTEM LS 1 $ $ 700-1-11A SINGLE POST SIGN - F&I, HANDICAPPED EA 1 $ $ 700-1-11B SINGLE POST SIGN - F&I, STOP EA 2 $ $ 700-1-12 SINGLE POST SIGN - F&I, STOP/DO NOT ENTER EA 2 $ $ 711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID (6„) LF 400 $ $ 711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, (12„) LF 140 $ $ City of Okeechobee Public Work Department 00300 - 3 Project # (BIDDER'S COMPANY NAME) ITEM NO. DESCRIPTION MUNIT EASURE EST. QUAN. UNIT PRICE AMOUNT 711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, (24") LF 52 $ 711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 2 $ $ 711-11-460 THERMOPLASTIC, STANDARD, BLUE, MESSAGE (HANDICAPPED SYMBOL) EA 1 $ $ 1000 MANATEE PROTECTION LS 1 $ $ 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY LF 150 $ $ 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC LF 165 $ $ 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT EA 3 $ $ 1060 15 UTILITY STRUCTURE, SANITARY MANHOLE, MODIFY, INSIDE DROP EA 1 $ $ 1080-11-101 UTILITY FIXTURE, 1" METER AS 1 $ $ 1080 11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1" CORP STOP EA 1 $ $ ESTIMATED BASE BID AMOUNT (Based on Bid Unit Prices & Estimated Quantities, a summation of Pages 00300-2 to 00300-4) $ $ City of Okeechobee Project # Public Work Department 00300 - 4 (BIDDER'S COMPANY NAME) Contractor shall coordinate any type of traffic restrictions with the City of Okeechobee Public Work Department. The contractor shall notify City of Okeechobee Public Work Department of any road restrictions at least two (2) weeks prior to actual implementation. NOTE: This bid is on a unit price basis. The total estimated amount is for bid comparison purposes only. The contractor should field verify the actual site conditions prior to time of bidding and before submitting the bid proposal. The contractor should read the special conditions and the requirements for insurance before submitting a bid proposal. The contractor should verify the quantities to be included in the construction contract. The contractor shall furnish The City of Okeechobee with a Public Construction Bond in 100% of the total estimated amount of the contract. The Public Construction Bond shall continue in effect for one (1) year after completion and acceptance of the work as guarantee against construction defects. The contractor in his bid shall include the cost of said bond. Density testing shall be at the expense of the City of Okeechobee, except for failing tests, which shall be charged to the contractor. I have attached the required 5% Bid Security to this Bid. Date Bidder (Company Nome) By (Signature) By Title (Printed Name) Mailing Address Office Number Fax Number City of Okeechobee Project # Public Work Department 00300 - 5 (BIDDER'S COMPANY NAME) GOVERNING SPECIFICATIONS: The governing specifications for this project are the latest State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction (Dated 2016) and the latest version of the FDOT Roadway and Traffic Design Standards (Dated 2016). The following information provided in this Section 00300 is in addition to the specifications previously referenced and shall be considered the governing condition in the case of conflicting information between specifications, plans, and contract documents, unless otherwise determined by the Engineer. BASE BID ITEMS: 101-1A Mobilization / Demobilization: The bid price for this item shall include, but not be limited to the requirements of Section 101 Mobilization of the Standard Specifications, as well as all operations and preparations necessary to begin and end the work on the project. This shall also include those operations necessary for the movement of personnel, equipment, material and incidentals to the site, establishment of safety equipment, first aid supplies, and sanitary facilities, as required by the Contract Documents. The cost of required bonds and any insurance(s) shall be included in this item. The cost for the Contractor to obtain the services of an Engineer to develop the Stormwater Pollution and Prevention Plan (SWPPP) in order to apply for the National Pollution Discharge Elimination System (NPDES) permit shall also be included in this line item. At the pre -construction meeting, the CONTRACTOR shall submit a tentative work schedule as well as a list of subcontractors and emergency contact people and phone numbers. The basis of payment for Mobilization / Demobilization shall be paid as LUMP SUM. 101-1B Pre -Construction Video: The work specified in this section consists of the preparation of a video log of the project site in the pre -work condition. The purpose of the video is to document the condition of the project area and surrounding property and physical improvements that may be impacted by the construction of the project. The basis of payment for Pre -Construction Video shall be paid per LUMP SUM. City of Okeechobee Project 14 Public Work Department 00300 - 6 (BIDDER'S COMPANY NAME) 102-1 Maintenance of Traffic: The bid price for this item shall include, but not be limited to, the requirements of Section 102 Maintenance of Traffic of the Standard Specifications. The maintenance of traffic for this project shall be in accordance with the applicable FDOT index numbers (600 Series) and these documents: The Manual on Uniform Traffic Control Devices for Streets and Highways, U.S. Department of Transportation, and FHWA. These documents shall be followed in the design, application, installation, maintenance and removal of the Maintenance of Traffic. It shall include, but not be limited to all traffic control devices, warning devices, barriers, temporary reflective markers, temporary pavement markings, dust control and all items necessary to protect the public and workmen from hazards within the project limits. At the Pre -Construction Meeting the CONTRACTOR shall submit a detailed plan of how the existing traffic will be maintained through the work site during the construction period along with the traffic control to be utilized for approval by the ENGINEER. The following items shall apply: • The CONTRACTOR shall coordinate any type of traffic restrictions with the Florida Department of Transportation and City of Okeechobee Public Works Department. • The CONTRACTOR shall maintain at least one lane of travel open at all times. Both lanes of travel shall be open to travel at the end of each work day. • The CONTRACTOR shall notify the Florida Department of Transportation and City of Okeechobee Public Works Department of any road restrictions at least two (2) weeks prior to actual implementation. • The CONTRACTOR shall provide access to driveways at all times. The basis of payment for Maintenance of Traffic shall be paid as LUMP SUM. 104-2A Prevention, Control & Abatement of Erosion and Water Pollution: The CONTRACTOR shall be required to provide Turbidity and Pollution Control Devices in accordance with all State, Local, and Federal Standards, Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and applicable FDOT Roadway and Traffic Design Standards for this project. The methods shall include but are not limited to the following options: hay bales, silt fences and/or turbidity barriers. The existing drainage of the site must be maintained at all times. The Contractor shall also be responsible for any and all cost associated with the permit, and implementation of a National Pollution Discharge Elimination System (NPDES) Stormwater City of Okeechobee Project # Public Work Department 00300-7 104-10-3 (BIDDER'S COMPANY NAME) Pollution Prevention Plan (SWPPP). The cost associated with the development of the SWPPP is to be included in Bid Item 101-1A, Mobilization/Demobilization. The CONTRACTOR shall maintain all earthwork construction throughout the life of the contract, and shall take all reasonable precautions to prevent loss of material from the construction site due to the action of wind or water. The CONTRACTOR shall repair at their expense, except otherwise provided herein, any slides, washouts, settlements, subsidence, or other mishap, which may occur prior to final acceptance of the work. Maintenance and protection of earthwork construction shall be in accordance with Section 104 of the Standard specifications. The CONTRACTOR shall submit a sketch or detailed written description of the proposed turbidity and pollution control to be used and how the existing drainage will be maintained at the Pre -Construction meeting, for approval by the Engineer. The basis of payment for Prevention, Control & Abatement of Erosion and Water Pollution shall be paid as LUMP SUM. Sediment Barrier: The CONTRACTOR shall be required to provide Sediment Barrier for the upland project perimeter in accordance with Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and Sheets 2 and 11 of the Construction Plans for this project. The unit cost shall include, but is not limited to, the required manpower, equipment, materials, maintenance, and any other items necessary to place the Sediment Barrier as indicated on the plans. Also included in this item is any maintenance or replacement of the Sediment Barrier for the duration of the project. The CONTRACTOR will be responsible for the periodic replacement of the Sediment Barrier as necessary to meet NPDES discharge requirements at no additional costs to the CITY. All costs for removal of the Sediment Barrier shall also be included in the bid item. The CONTRACTOR shall submit a sketch or detailed written description of the proposed turbidity and pollution control to be used at the Pre -Construction meeting for approval by the ENGINEER. The basis of payment for Sediment Barrier shall be paid per LINEAR FOOT. 104-11 Floating Turbidity Barrier: The CONTRACTOR shall be required to provide Floating Turbidity Barrier for the water portion of the project perimeter in accordance with Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and Sheets 2 and 11 of the Construction Plans for this project. The unit cost shall include, but is not limited to, the required manpower, equipment, materials, maintenance, and any other items necessary City of Okeechobee Project # Public Work Department 00300 - 8 (BIDDER'S COMPANY NAME) to place the Floating Turbidity Barrier as indicated on the plans. Also included in this item is any maintenance or replacement of the Floating Turbidity Barrier for the duration of the project. The CONTRACTOR will be responsible for the periodic replacement of the Floating Turbidity Barrier as necessary to meet NPDES discharge requirements at no additional costs to the CITY. All costs for removal of the Floating Turbidity Barrier shall also be included in the bid item. The CONTRACTOR shall submit a sketch or detailed written description of the proposed turbidity and pollution control to be used at the Pre -Construction meeting for approval by the ENGINEER. The basis of payment for Floating Turbidity Barrier shall be paid per LINEAR FOOT. 104-15 Soil Tracking Device: The CONTRACTOR shall be required to provide a Soil Tracking Device at the entrance to the project perimeter in accordance with Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and Sheets 2 and 11 of the Construction Plans for this project. The unit cost shall include, but is not limited to, the required manpower, equipment, materials, maintenance, and any other items necessary to place the Soil Tracking Device as indicated on the plans. Also included in this item is any maintenance or replacement of the Soil Tracking Device for the duration of the project. The CONTRACTOR will be responsible for the periodic replacement of the Soil Tracking Device as necessary to meet NPDES discharge requirements at no additional costs to the CITY. All costs for removal of the Soil Tracking Device shall also be included in the bid item. The basis of payment for Soil Tracking Device shall be paid per EACH. 104-18 Inlet Protection System: The CONTRACTOR shall be required to provide Inlet Protection System for each drainage inlet within the project limits in accordance with Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and Index 103 of the FDOT Roadway and Traffic Design Standards for this project. The unit cost shall include, but is not limited to, the required manpower, equipment, materials, maintenance, and any other items necessary to place the Inlet Protection System as indicated on the plans. Also included in this item is any maintenance or replacement of the Inlet Protection System for the duration of the project. The CONTRACTOR will be responsible for the periodic replacement of the Inlet Protection System as necessary to meet NPDES discharge requirements at no additional costs to the CITY. All costs for removal of the Inlet Protection System shall also be included in the bid item. The CONTRACTOR shall submit a sketch or detailed written description of the City of Okeechobee Project # Public Work Department 00300 - 9 (BIDDER'S COMPANY NAME) proposed turbidity and pollution control to be used at the Pre -Construction meeting for approval by the ENGINEER. The basis of payment for Inlet Protection System shall be paid per EACH. 108-1A Construction Layout/Record Drawings: The bid price for this item shall include, but not be limited to the requirements of Section 100 of the Standard Specifications, as well as all necessary survey work to CONTRACTOR needs to complete the work and prepare three (3) blue - line 24" by 36" sets of Record Drawings and one (1) electronic copy of the completed project showing all variations from the bid pans. Elevations on the edge of pavement need to be provided at 50 -foot increments. Additionally, one (1) Mylar copy needs to be provided. 110-1-1 This document shall be signed and sealed by a Professional Land Surveyor (PLS) registered to practice in the State of Florida and then submitted to the ENGINEER for approval. The Contractor shall accurately record the location and elevations during construction. GPS coordinates acceptable to the Florida Department of Transportation need to be provided for all signage. Also, sufficient control in order to accurately keep track of the Contractor's progress needs to be available at all times. The basis of payment for Construction Layout/Record Drawings shall be paid as LUMP SUM. Clearing & Grubbing: The bid price for this item shall include, but not be limited to, the requirements of Section 110 Clearing and Grubbing of the Standard Specifications, specifically Section 110-2 through 110-6 Standard Clearing and Grubbing. The bid price shall include, but not be limited to removal of all items that would interfere with the completion of the work including but not limited to roots, stumps, debris, existing drainage structure and pipe, pavement, curbing, and sidewalks. Price shall include the removal and disposal of all removed items including hauling, furnishing equipment, equipment operation, furnishing any areas required for disposal of debris, leveling of terrain, and the landscaping work of trimming, except for any areas designated to be paid for separately or to be specifically included in the costs of other work under the Contract. The basis of payment for Clearing & Grubbing shall be paid per Acre. 110-4 Maintenance of Existing Drainage: The bid price for this item shall include, but not be limited to the requirements of Section 104 Prevention, Control, and Abatement of Erosion and Water City of Okeechobee Project # Public Work Department 00300 - 10 (BIDDER'S COMPANY NAME) Pollution of the Standard Specifications, as well as any provisions required by State, Local, and Federal Agencies. The CONTRACTOR is responsible for maintaining and controlling canal flow and all other drainage flows at all times during construction. This may be established by incorporating the use of the existing canal until the end of the project, using a temporary bypass culvert, float controlled pumps, sheet pile or earth cofferdams as supplied by the Contractor or any other means approved by the Owner. The Contractor shall be responsible for the design and construction of a bypass system. All costs for removal of the above item(s) / component(s) shall also be included in this bid item. The basis of payment for Maintenance of Existing Drainage shall be paid per LUMP SUM. 120-1A Regular Excavation & Embankment: The bid price for this item shall include, but not limited to, the requirements of Sections 120 Excavation and Embankment and 125 Excavation for Structures of the Standard Specifications and Index 505 of the FDOT Standard Indices. The unit cost shall include, but not be limited to the required manpower, equipment, materials, and any other items necessary to place the embankment fill, balancing out the site, as indicated on the plans. At the completion of the embankment construction, the area shall be graded so that the post -construction drainage meets the design intent. Cost of excavation, backfilling, and disposal of surplus / deleterious material for each structure shall be paid for in the cost of the applicable structures. Backfill Material used should consist of clean sands or fragmented lime rock, free of organics and other deleterious materials, and containing not more than twelve (12) percent passing the No. 200 sieve. Any excess unsuitable material shall be removed from the site and disposed of by the CONTRACTOR at his expense. The ENGINEER shall make the determination of soil suitability upon request by the CONTRACTOR. Any fill placed by CONTRACTOR not acceptable to the ENGINEER shall be removed and replaced with suitable material at the CONTRACTOR'S expense. The basis of payment for Regular Excavation & Embankment shall be paid as LUMP SUM. 120-4 Subsoil Excavation: The bid price for this item shall include, but not limited to, the requirements of Sections 120- 2.3 Subsoil Excavation Index 505 of the FDOT Standard Indices. The unit cost shall include, but not be limited to the required manpower, equipment, materials, and any other items necessary to remove the unsuitable soils for under the proposed restroom facility and pavilion facility as shown on the Construction Plans and attached Geotechnical Report prepared by Ardaman and Associates. Work shall also include the replacement of the required City of Okeechobee Project # Public Work Department 00300 - 11 (BIDDER'S COMPANY NAME) embankment fill to provide for the building pad support as shown on the Construction Plans. Cost of excavation, backfilling, and disposal of surplus / deleterious material for each structure shall be paid for in the cost of the applicable structures. Backfill Material used should consist of clean sands or fragmented lime rock, free of organics and other deleterious materials, and containing not more than twelve (12) percent passing the No. 200 sieve. Any excess unsuitable material shall be removed from the site and disposed of by the CONTRACTOR at his expense. The ENGINEER shall make the determination of soil suitability upon request by the CONTRACTOR. Any fill placed by CONTRACTOR not acceptable to the ENGINEER shall be removed and replaced with suitable material at the CONTRACTOR'S expense. The basis of payment for Subsoil Excavation shall be paid per CUBIC YARD removed. 120-6A Embankment Sand Beach: The bid price for this item shall include, but not limited to, the requirements of Sections 120 Excavation and Embankment and Index 505 of the FDOT Standard Indices. The unit cost shall include, but not be limited to the required manpower, equipment, materials, and any other items necessary to place a 12" thick layer of clean sand embankment fill, as indicated on the plans. At the completion of the embankment construction, the area shall be graded so that the post -construction drainage meets the design intent. Cost of excavation, backfilling, and disposal of surplus / deleterious material for each structure shall be paid for in the cost of the applicable structures. Backfill Material used should consist of clean sands free of organics and other deleterious materials, and containing not more than twelve (12) percent passing the No. 200 sieve. Any excess unsuitable material shall be removed from the site and disposed of by the CONTRACTOR at his expense. The ENGINEER shall make the determination of soil suitability upon request by the CONTRACTOR. Any clean sand fill placed by CONTRACTOR not acceptable to the ENGINEER shall be removed and replaced with suitable material at the CONTRACTOR'S expense. The basis of payment for Embankment Sand Beach shall be paid as SQUARE YARD. 160 Stabilized Subgrade (12" Thick): The bid price for this item shall include, but not be limited to, the requirements of Section 160 Stabilizing of the FDOT Specifications. Stabilize and compact designated portions of the parking lot and drive isles. to provide a firm and unyielding subgrade, having the required density value specified in the plans. The bid price for this item includes the full depth compaction required as specified in the plans for the parking are and drive isles. Perform work in City of Okeechobee Project # Public Work Department 00300 - 12 285-715 327-70-01 334-1-13 (BIDDER'S COMPANY NAME) accordance with an approved Quality Control Plan meeting the requirements of Section 105. Price and payment will constitute full compensation for all work and materials specified in FDOT Specifications, Section 160, including furnishing, spreading and mixing of all material required and any reprocessing of compacted areas necessary to attain the specified compaction value. Work shall also include mixing of the existing soils to insure a uniform foundation for the parking and drive isles. The basis of payment for Stabilized Subgrade (12" Thick) shall be paid per SQUARE YARD. Base (LBR 100) (18" Thick): The bid price for this item shall include, but not be limited to, furnishing and installation of the Base in accordance with the requirements of Section 285 Optional Base Course of the FDOT Specifications as shown in the design plans. Price and payment will be full compensation for all work specified in FDOT Specifications, Section 285, including tack coat between base layers and prime coat as required. The basis of payment for Base (LBR 100) (18" Thick) shall be paid per SQUARE YARD. Mill Existing Asphalt Pavement (1") Average Depth: The bid price for this item shall include, but not be limited to, the requirements of Section 327 Mill Existing Asphalt Pavement of the FDOT Specifications and as shown in the design plans. All the manpower, equipment, material, and any other items necessary to perform this task shall also be included. Price and payment will be full compensation for all the work specified under Section 327 of the FDOT Specifications. The basis of payment for Mill Existing Asphalt Pavement (1") Average Depth shall be paid per SQUARE YARD. Superpave Asphaltic Concrete Traffic C (SP -9.5): The bid price for this item shall include, but not be limited to, the requirements of Section 334 Superpave Asphalt Concrete of the FDOT Specifications and as shown in the design plans. All the manpower, equipment, material, and any other items necessary to perform this task shall also be included. One week prior to performing this task the CONTRACTOR shall be required to submit the mix designs for approval by the ENGINEER. Price and payment will be full compensation for all the work specified under Section 334 of the FDOT Specifications. City of Okeechobee Project # Public Work Department 00300 - 13 425-1-521 425-1-551 (BIDDER'S COMPANY NAME) The basis of payment for Superpave Asphaltic Concrete Traffic C (SP -9.5) shall be paid per TON. Inlet, Ditch Bottom, Type C, < 10': The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Inlet, Ditch Bottom, Type C, < 10' shall be paid per EACH. Inlet, Ditch Bottom, Type E, < 10': The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock City of Okeechobee Project # Public Work Department 00300 - 14 425-1-901 (BIDDER'S COMPANY NAME) shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Inlet, Ditch Bottom, Type E, < 10' shall be paid per EACH. Inlet, Special, Baffle Box: The bid price for this item shall include the procurement and installation of a baffle Box as depicted on Sheet 9 of the Construction plans. The contractor shall provide a 10' x 16' 10.75' EcoSense International baffle box, or approved equal. The construction specification for this item shall include, but not be limited to, the requirements of the specific baffle box manufacturer, Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications, Index 200 and 211 of the FDOT Standards, and Sheet 9 of the Construction Plans. The unit cost shall include all materials, manpower and equipment for installation. During construction of baffle box specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath the baffle box, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Inlet, Special, Baffle Box shall be paid per EACH. 425-10 Yard Inlet: The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of City of Okeechobee Project # Public Work Department 00300 - 15 425-2-41 (BIDDER'S COMPANY NAME) inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Yard Inlet shall be paid per EACH. Manhole, P-7, < 10': The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Manhole, P-7, < 10' shall be paid per EACH. City of Okeechobee Project # Public Work Department 00300 - 16 425-2-71 (BIDDER'S COMPANY NAME) Manhole, J-7, < 10': The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not Tess than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Manhole, J-7, < 10' shall be paid per EACH. 430-174-112A Pipe Culvert, ADS, Round, 12": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications and conform to the ADS Dual Wall Pipe Mega Green standards. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide City of Okeechobee Project # Public Work Department 00300 - 17 (BIDDER'S COMPANY NAME) suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, ADS, Round, 12" shall be paid per LINEAR FOOT. 430-174-115A Pipe Culvert, ADS, Round, 15": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications and conform to the ADS Dual Wall Pipe Mega Green standards. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, ADS, Round, 15" shall be paid per LINEAR FOOT. 430-174-118A Pipe Culvert, ADS, Round, 18": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications and conform to the ADS Dual Wall Pipe Mega Green standards. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not Tess than 95 percent of the maximum density as determined by City of Okeechobee Project # Public Work Department 00300 - 18 (BIDDER'S COMPANY NAME) AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, ADS, Round, 18" shall be paid per LINEAR FOOT. 430-174-118 Pipe Culvert, RCP, Round, 18": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Round, 18" shall be paid per LINEAR FOOT. 430-174-124 Pipe Culvert, RCP, Round, 24": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as City of Okeechobee Project # Public Work Department 00300 - 19 (BIDDER'S COMPANY NAME) directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Round, 24" shall be paid per LINEAR FOOT. 430-174-130 Pipe Culvert, RCP, Round, 30": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Round, 30" shall be paid per LINEAR FOOT. 430-174-218 Pipe Culvert, RCP, Elliptical, 14" x 23": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. City of Okeechobee Project # Public Work Department 00300 - 20 (BIDDER'S COMPANY NAME) All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Elliptical, 14" x 23" shall be paid per LINEAR FOOT. 430-174-230 Pipe Culvert, RCP, Elliptical, 24" x 38": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Elliptical, 24" x 38" shall be paid per LINEAR FOOT. 430-982-123 Mitered End Section, RCP, 15": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of end sections at the locations called for in the plans. During construction of end City of Okeechobee Project # Public Work Department 00300 - 21 (BIDDER'S COMPANY NAME) sections, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to end section connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all end sections, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T- 180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the end sections and concrete pad shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Mitered End Section, RCP, 15" shall be paid per EACH. 430-982-125 Mitered End Section, RCP, 18": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of end sections at the locations called for in the plans. During construction of end sections, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to end section connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all end sections, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T- 180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the end sections and concrete pad shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Mitered End Section, RCP, 18" shall be paid per EACH. 430-982-129 Mitered End Section, RCP, 24": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of end sections at the locations called for in the plans. During construction of end sections, excavate and backfill as specified in Section 125 of the FDOT City of Okeechobee Project # Public Work Department 00300 - 22 (BIDDER'S COMPANY NAME) Specifications. All pipe to end section connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all end sections, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T- 180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the end sections and concrete pad shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Mitered End Section, RCP, 24" shall be paid per EACH. 430-982-625 Mitered End Section, RCP, 14" x 23": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of end sections at the locations called for in the plans. During construction of end sections, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to end section connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all end sections, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T- 180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the end sections and concrete pad shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. 520-1-10 The basis of payment for Mitered End Section, RCP, 14" x 23" shall be paid per EACH. Concrete Curb & Gutter, Type F: The bid price for this item shall include, but not be limited to, the requirements of Section 520 Concrete Gutter, Curb Elements, and Traffic Separator of the Standard Specifications. The unit cost shall include all materials, manpower and equipment for installation as shown on the plans. City of Okeechobee Project # Public Work Department 00300 - 23 520-2-4 (BIDDER'S COMPANY NAME) The basis of payment for Concrete Curb & Gutter, Type F shall be paid per LINEAR FOOT. Concrete Curb Type D: The bid price for this item shall include, but not be limited to, the requirements of Section 520 Concrete Gutter, Curb Elements, and Traffic Separator of the Standard Specifications. The unit cost shall include all materials, manpower and equipment for installation as shown on the plans. The basis of payment for Concrete Curb Type D shall be paid per LINEAR FOOT. 522-1 Concrete Sidewalk (4" Thick): The bid price for this item shall include, but not be limited to, the requirements of Index 310 of the FDOT Roadway and Traffic Design Standards and Section 522 of the Standard Specifications. Price and payment will be full compensation for all work specified in Section 522. Excavation will be paid for under line item 120- 1 Regular Excavation & Embankment. Compaction of fill areas including areas under the sidewalk that have been excavated more than 6 inches below the bottom of the sidewalk, to a minimum of 95% of AASHTO T - 99 density, shall be included. Payment includes all forming, contraction joint forming, expansion joint construction, steel reinforcement, finishing, backfilling and compaction. The basis of payment for Concrete Sidewalk (4" Thick) shall be paid per SQUARE YARD. 527-2 Detectable Mat: The bid price for this item shall include, but not be limited to, the requirements of Section 527 Detectable Warning of the FDOT Specifications. The detectable warning material shall be placed on newly constructed or existing concrete or asphalt walking surfaces in accordance with the Construction Plans and in accordance with the American with Disabilities Act Standards for Transportation Facilities, Section 705. Payment shall include, but not limited to, materials and items required for installation of the Detectable Warning mats. The basis of payment for Detectable Mat shall be paid per SQUARE FOOT. 530-3 Riprap Bank and Shore: • The bid price for this item shall include, but not be limited to, the requirements of Section 530 Revetment Systems of the FDOT Standard Specifications. CONTRACTOR to the rip rap stone, bedding stone, clean sand, and geotextile filter fabric in accordance with the detail provided in Sheet 9 of the Construction Plans. Riprap shall be sound, hard, durable ruble, free of open or incipient cracks, soft seams, or other structural defects, consisting of broken stone with a bulk specific City of Okeechobee Project # Public Work Department 00300 - 24 570-1-2 (BIDDER'S COMPANY NAME) gravity of at least 2.20 and minimum weight of 140 PCF. Ensure that stones are rough and angular per Section 530-2.2.2 and installed in accordance with Section 530-3.2 FDOT Standard Specifications. Rock Rubble layer shall be a minimum perpendicular thickness of 12' inches and placed in a manner as to produce a reasonable well graded mass of stone with minimum voids. Bedding stone shall have a bulk specific gravity of not less than 1.9 and is reasonably free from thin, flat and elongated pieces. Ensure that the bedding stone is also reasonably free from organic matter and soft, friable particles. The filter fabric shall meet the requirements of FDOT Index No. 199 for D-2 geotextile. The fabric shall be anchored to the existing canal bottom and slope material in accordance with the Construction Plans. Fill material shall consist of USCS soil Type SP of SP -SM with no more than 12% fines, benched in compacted 12 -inch maximum lifts, and keyed into undisturbed native bank soils. Canal banks and bottoms must be thoroughly cleared of vegetation, soft sediment, muck, ETC. and inspected prior to placement of clean fill sand layer. Price and payment will be full compensation for all work specified in Section 530, including all materials, labor, hauling, excavation, and backfill. CONTRACTOR to include the cost of dressing and shaping the existing fills (or subgrade) for placing sand bed, filter fabric, bedding stone and riprap and required fill material. The basis of payment for Riprap Bank and Shore shall be paid per SQUARE YARD. Performance Turf, Sod (Bahia): The bid price for this item shall include, but not be limited to the requirements of Section 570 Performance Turf of the Supplemental Standard Specifications as well as all manpower, equipment, materials, and any other items necessary to perform the task. All disturbed areas shall be covered to match like kind. Also included in this item is any fertilizer and water needed. All disturbed areas shall be covered with a good stand of grass upon acceptance of the project by The City of Okeechobee. The CONTRACTOR will be responsible for repairing all washed-out and eroded areas and watering of the sod until such time as the project is accepted by the City of Okeechobee. The basis of payment for Performance Turf, Sod (Bahia) shall be paid per SQUARE YARD. 580-1-1 Landscape Complete — Small Plants: The bid price for this item shall include, but not be limited to, the requirements of Section 580 Landscape Installation of the FDOT Standard Specifications. City of Okeechobee Project # Public Work Department 00300 - 25 580-1-2 (BIDDER'S COMPANY NAME) CONTRACTOR to install, establish and maintain landscaping as indicated in the Construction Plans. The ENGINEER may conduct interim inspections of all landscape items during the plant establishment period, as well as at the end of the plant establishment period. As part of the warranty to the CITY, and at no cost to the CITY, replace all plants found not to meet minimum specifications as shown in Section 580-2.1.1 and 580-3.5 within ten days after each inspection. Prior to the end of the establishment period, remove all staking and guying from the project. Prices and payments will be full compensation for all work and materials specified in Section 580 Landscape Installation of the FDOT Standard Specifications. Each plant or tree shall be thoroughly water in after planting. Watering of all newly installed plant materials shall be the responsibility of the Landscape Contractor until final acceptance by the Landscape Architect. All trees shall be watered for a period of (90) days after planting. The basis of payment for Landscape Complete — Small Plants shall be paid as LUMP SUM. Landscape Complete — Large Plants: The bid price for this item shall include, but not be limited to, the requirements of Section 580 Landscape Installation of the FDOT Standard Specifications. CONTRACTOR to install, establish and maintain landscaping as indicated in the Construction Plans. The ENGINEER may conduct interim inspections of all landscape items during the plant establishment period, as well as at the end of the plant establishment period. As part of the warranty to the CITY, and at no cost to the CITY, replace all plants found not to meet minimum specifications as shown in Section 580-2.1.1 and 580-3.5 within ten days after each inspection. Prior to the end of the establishment period, remove all staking and guying from the project. Prices and payments will be full compensation for all work and materials specified in Section 580 Landscape Installation of the FDOT Standard Specifications. Each plant or tree shall be thoroughly water in after planting. Watering of all newly installed plant materials shall be the responsibility of the Landscape Contractor until final acceptance by the Landscape Architect. All trees shall be watered for a period of (90) days after planting. The basis of payment for Landscape Complete — Large Plants shall be paid as LUMP SUM. City of Okeechobee Project # Public Work Department 00300 - 26 (BIDDER'S COMPANY NAME) 590-1 Landscape Irrigation System: The bid price for this item shall include, but not be limited to, the requirements of Section 590 Irrigation Installation of the FDOT Standard Specifications and the Construction Plans. CONTRACTOR to install the irrigation system as indicated in the Construction Plans. 700-1-11A 700-1-11B 700-1-12 711-11-111 The basis of payment for Landscape Irrigation System shall be paid as LUMP SUM. Single Post Sign — F&I, Handicapped: The bid price for these items shall include all labor, equipment, and material to provide and install signs as indicated on the plans in accordance with FDOT Roadway and Traffic Design Standards Index 11860, 17302, 17344 and the MUTCD Standards. The Contractor shall submit shop drawings for all signs. The basis of payment for Single Post Sign — F&I, Handicapped shall be paid as EACH. Single Post Sign — F&I, Stop: The bid price for these items shall include all labor, equipment, and material to provide and install signs as indicated on the plans in accordance with FDOT Roadway and Traffic Design Standards Index 11860, 17302, 17344 and the MUTCD Standards. The Contractor shall submit shop drawings for all signs. The basis of payment for Single Post Sign — F&I, Stop shall be paid as EACH. Single Post Sign — F&I, Stop/Do Not Enter: The bid price for these items shall include all labor, equipment, and material to provide and install signs as indicated on the plans in accordance with FDOT Roadway and Traffic Design Standards Index 11860, 17302, 17344 and the MUTCD Standards. The Contractor shall submit shop drawings for all signs. The basis of payment for Single Post Sign — F&I, Stop shall be paid as EACH. Thermoplastic, Standard, White, Solid (6"): The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. City of Okeechobee Project # Public Work Department 00300 - 27 711-11-123 711-11-125 711-11-170 711-11-460 (BIDDER'S COMPANY NAME) The basis of payment for Thermoplastic, Standard, White, Solid, (6") shall be paid as LINEAR FOOT. Thermoplastic, Standard, White, Solid, (12"): The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. The basis of payment for Thermoplastic, Standard, White, Solid, (12") shall be paid as LINEAR FOOT. Thermoplastic, Standard, White, Solid, (24"): The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. The basis of payment for Thermoplastic, Standard, White, Solid, (24") shall be paid as LINEAR FOOT. Thermoplastic, Standard, White, Arrow: The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. The basis of payment for Thermoplastic, Standard, White, Arrow shall be paid as EACH. Thermoplastic, Standard, Blue, Message, (Handicapped Symbol): The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all City of Okeechobee Project # Public Work Department 00300 - 28 (BIDDER'S COMPANY NAME) materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. The basis of payment for Thermoplastic, Standard, Blue, Message, (Handicapped Symbol) shall be paid as EACH. 1000 Manatee Protection: The bid price for this item shall include, but not be limited to, the requirements as provided in the Manatee Protection Plan as prepared by Hobe Sound Environmental. The bid item shall include the installation of the Manatee Exclusion Device as referenced on Sheet 8 of the Construction plans. CONTRACTOR is to take all actions required in the Manatee Protection Plan. The basis of payment for Manatee Protection shall be paid as LUMP SUM. 1050-11-221 Utility Pipe, F&I, 1" Water Service (Poly): The bid price for this item shall include, but not limited to, all material and labor required to install the 1" Poly water service as measured along the length of the centerline of the completed pipeline, without deduction for the length of valves and fittings and according to Okeechobee Utility Authority (OUA) Technical Specifications. Work for this item includes, but is not limited to, the excavation for the pipe trench, legal disposal of all excess materials, bracing, sheeting, dewatering, connecting to the existing main, furnishing and installation of the pipe, backfilling of the pipe trenches, hydrostatic testing, uninterrupted flow of existing utilities, providing access to all driveways at all times, cleaning the site of the work location and protection of utilities, structures, trees, shrubs, and lawns, and all other work required for the complete installation of the 1" water Service. Payment shall include full compensation for furnishing all plant, labor, materials and equipment, and constructing the main complete, including all testing and sampling, and incidentals, as well as connections to existing systems and shall be done in accordance to the OUA Technical Specifications and the plans. The basis of payment for Utility Pipe, F&I, 1" Water Service (Poly) shall be paid per LINEAR FOOT. 1050-11-223 Utility Pipe, F&I, 6" Sanitary Service (PVC): The bid price for this item shall include, but not limited to, all material and labor required to install a 6" PVC Sanitary Sewer Service as measured horizontally along the length of the centerline of the completed pipeline from center to center of manholes or to cleanouts or end of pipes, without deduction for manholes, fittings, or structures according to Okeechobee Utility Authority City of Okeechobee Project # Public Work Department 00300 - 29 (BIDDER'S COMPANY NAME) (OUA) Technical Specifications. The depth of gravity sewer lines will be measured from the level of the average original ground or pavement over the centerline of the sewer to the invert of the sewer by vertical ordinates not over fifty feet apart. Work for this item includes, but is not limited to, the excavation for the pipe trench, legal disposal of all excess materials, bracing, sheeting, dewatering, furnishing and installation of the pipe, backfilling of the pipe trenches for the 6" sanitary sewer service. Payment of the applicable unit price per linear foot shall be full compensation for furnishing all plant, labor, materials and equipment, including bypass pumping, and constructing the gravity sewer main complete, including necessary ground water pumping, including well point systems if conditions dictate, backfilling, and all testing. Payment shall include incidentals, as well as connections to existing systems as described in the OUA Technical Specifications and the plans. The basis of payment for Utility Pipe, F&I, 6" Sanitary Service (PVC) shall be paid per LINEAR FOOT. 1055-11-273 Utility Fitting, 6" Sanitary Cleanout: The bid price for this item shall include, but not limited to, all material, labor, equipment, and any other incidentals required to install the sanitary cleanouts according to OUA Technical Specifications for the clean out fixtures. Installation and materials shall be done in accordance to the OUA Technical Specifications and the Construction Plans. 1060-15 The basis of payment for Utility Fitting, 6" Sanitary Cleanout shall be paid per EACH. Utility Structure, Sanitary Manhole, Modify, Inside Drop: The bid price for this item shall include, but not limited to, all material, labor, equipment, and any other incidentals required to modify the existing sanitary manhole with an inside drop to connect the proposed sanitary service to the existing sanitary gravity system in accordance with the OUA Technical Specifications Sheet 10 of the Construction Plans. Work shall include all labor and materials required to provide the sanitary connection and installation of the inside drop, including but not limited to the coring of the existing structure, sealing of the structure, installation of the drop materials, and backfill and compaction of the roadway around the structure. Installation and materials shall be done in accordance to the OUA Technical Specifications and the Construction Plans. The basis of payment for Utility Fitting, 6" Sanitary Cleanout shall be paid per EACH. City of Okeechobee Project # Public Work Department 00300 - 30 1080-101 1080-103 (BIDDER'S COMPANY NAME) Utility Fixture 1" Meter: The bid price for this item shall include, but not limited to, all material, labor, equipment, and any other incidentals required to install a 1" Meter according to OUA Technical Specifications for the water services. Installation and materials shall be done in accordance to the OUA Technical Specifications and the plans. The basis of payment for Utility Fixture 1" Meter shall be paid per ASSEMBLY. Utility Fixture 2" Tapping Saddle and Corp Stop: The bid price for this item shall include, but not limited to, all material, labor, equipment, and any other incidentals required to install a 2" Service Saddle and Corporation Stop according to OUA Technical Specifications for the water services. Saddles for PVC or ductile iron pipe shall be stainless steel double strap service saddles with iron pipe threads and the iron body must be epoxy coated, or otherwise approved by the Utilities Engineer. Corporation stops shall be brass equipped with connections compatible with the connecting service pipe -type; must have grip joint type or compression connections for polyethylene tubing with locking collars and stainless steel or plastic inserts. Installation and materials shall be done in accordance to the OUA Technical Specifications and the plans. The basis of payment for Utility Fixture 2" Tapping Saddle and Corp Stop shall be paid per EACH. City of Okeechobee Project # Public Work Department 00300 - 31 (BIDDER'S COMPANY NAME) BIDDER'S QUALIFICATION QUESTIONAIRE THE UNDERSIGNED GUARANTEES THE TRUTH AND ACCURACY OF ALL STATEMENTS AND ANSWERS HEREIN CONTAINED: 1. How many years has your organization been in business as a general contractor? 2. What is the last project of this nature that you have completed? 3. Have you ever failed to complete work awarded to you? If so, where and why? 4. The following are named as three (3) corporations or individuals for which you have performed work and to which you refer. City of Okeechobee Project # Public Work Department 00300 - 32 (BIDDER'S COMPANY NAME) 5. Have you personally inspected the proposed work and have you a complete plan or schedule for its performance? Provide schedule to describe the amount of work per month that is to be completed. BIDDER'S QUALIFICATION QUESTIONNAIRE (cont'd) 6. Will you sublet part of this work? If so, give details. 7. What equipment do you own that is available for the work? 8. What equipment will you purchase for the proposed work? 9. What equipment will you rent for the proposed work? City of Okeechobee Project # Public Work Department 00300 - 33 (BIDDER'S COMPANY NAME) 10. The following is given as a summary of the financial statement of the undersigned: (List assets and liabilities and use insert sheets(s) if necessary) City of Okeechobee Project # Public Work Department 00300 - 34 (BIDDER'S COMPANY NAME) BIDDER'S QUALIFICATION QUESTIONNAIRE (cont'd) 11. Please provide proof of State Certification and/or State Registration by attaching copies of State Certifications. State Registrations shall also be accompanied by proof of Okeechobee County Certificate(s) of Competency by attaching copies of County Certificate(s) Possession of either a State Certification or County Competency card must be attained prior to bid submittal. 12. State the true, exact, correct and complete name of the partnership, corporation or trade name under which you do business. (If corporation, state the name of the president and secretary. If a partnership, state the name of all partners. If a trade name, state the name of the individuals who do business under the trade name.) (Correct name of bidder) (a.) The business is a (b.) The address of the principal place of business is: (c.) The names of the corporate officers, or partners, or individuals doing business under a trade name are as follows: City of Okeechobee Project # Public Work Department 00300 - 35 Patty Burnette From: dnunez@sdbteam.com Sent: Thursday, February 22, 2018 1:26 PM To: Patty Burnette; David Allen Cc: Marcos Montes De Oca; Robin Brock Subject: RE: Centennial Park Bid PW 01-00-02-17 I am working on all the final paperwork, so all can be submitted at one time. Cindy From: Patty Burnette (mailto:pburnette@cityofokeechobee.com] Sent: Thursday, February 22, 2018 12:06 PM To: dnunez@sdbteam.com; David Allen <dallen@cityofokeechobee.com> Cc: Marcos Montes De Oca<mmontesdeoca@cityofokeechobee.com>; Robin Brock <rbrock@cityofokeechobee.com> Subject: Centennial Park Bid PW 01-00-02-17 Importance: High Good Afternoon. Just checking with you both on a status of this project as the completion date has passed (January 5, 2018) and I have not received final paperwork? Please let me know. Thank you, Patty Pcutfy M. 131A-rvx.e'Hv Cj, eneraCServices Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeeclio6ee, PL 34974 T'er 863-763-3372 Direct: 863-763-9820 Tax: 863-763-1686 e-mail: yburnette@cityofokeechobee.com website: vvww.cityofokeeclio6ee.com 1 Patty Burnette From: Lane Gamiotea Sent: Friday, May 19, 2017 10:30 AM To: Patty Burnette Cc: Bobbie Jenkins Subject: Centennial Park Deeds Attachments: City_OUA_SE 7th St& 6th Ave_Lift Station.pdf; 2 ac SE 6th Ave & Taylor Creek.pdf Patty, here's the original deed for the property, and the easements to the OUA. _The City's engineers were to prepare a boundary survey of the property as part of Authorization #2. My office has asked for, but not rec'd to date (that I can find) a copy of the final documents that were to be provided to the city as per the'Contract of Authorization #2. I can only assume Public Works has them, and/or a copy may be in City Administration. (; Since PW isn't available today I'd suggest asking Robin if they have a copy on file, and if they don't, go thru the channels required to contact�Cu1pepper-& Terpening & ask them for a digital copy. We could then import them into laser fiche for the official files. In the meantime, the legal of this deed, less property to the-OUA for the lift station could work: Hope this helps! :D 'Authorization #2 services that the city should have are: (Design Survey — a boundary & a topography survey of the site..' Master Site Plan — schematic drawing for the proposed elements of the Centennial Park (formerly known as the Taylor _`Creek Park) and include calculated master site plan, color site plans rendering, preliminarylandscape & lighting plan, [elevation drawings, phasing plan, preliminary estimate of probably construction cost. Lane Earnest-Gamiotea, CMC City Clerk/Personnel Administrator City of Okeechobee 55 Southeast 3Td Avenue, Okeechobee, FL 34974 Office: 863.763.3372 x9814 Fax: 863.763.1686 Cell: 863.697.0345 PUBLIC RECORDS NOTICE: Under Florida law, email addresses are public records. If you do not want your email address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. Florida Statute 668.6076 CITY OF OKEECHOBEE E-MAIL DISCLAIMER: Florida has a very broad public records law. Most written communications to or from local officials regarding city business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. i Thts Instrument Prepared By: TOM W. CONELY, III CONELY & CONELY, P.A. P.O. Drawer 1367 Okeechobee, Florida 349734367 Parcel ID No.: 1-22-37-35-0A00-00028-0000 GRANT OF EASEMENT THIS EASEMENT is made and entered into this /5 day of J2,64.tIMJ, , 2005, between CITY OF OKEECHOBEE, FLORIDA, a municipal corporation existing under the laws of the State of Florida, (hereinafter referred to as "Grantor") and the OKEECHOBEE UTILITY AUTHORITY, Post Office Box 835, Okeechobee, FL 34973-0835 (hereinafter referred to as "Grantee"). WITNESSETH: That Grantor, for and in consideration of the sum of One Dollar (81.00) and other good, valuable and sufficient considerations, the receipt of which is hereby acknowledged, does hereby grant to the Grantee, its successors and assigns, a non-exclusive perpetual easement for ingress, egress and public utilities which shall permit the Grantee to enter upon the property herein described at any time to install, construct, operate, upgrade, replace, maintain, and service water and sewer lines and mains, sewage treatment plants, and appurtenant facilities in, on, over, under and across the easement premises and to make future connections to such facilities. The easement hereby granted covers a parcel of land lying, situate, and being in Okeechobee County, Florida, and being more particularly described as follows: A parcel of land lying in Government Lot 6, Section 22, Township 37 South, Range 35 East, more particularly described as: Commencing at the Southwest comer of said Government Lot 6 and bear N 00°55'13" E along the West line of said Government Lot 6 a distance of 112.39 feet to the Point of Beginning; thence continue N 00°55'13" E a distance of 241.91 feet along the said West line to the Southwest corner of the lands described in O.R. Book 372, Page 133; thence S 89°04'47" E a distance of 70.00 feet along the South line of said land described in O.R. Book 372, Page 133; thence S 00°55'13" W a distance of 241.91 feet parallel to said West line of Government Lot 6; thence N 89°04'47" W a distance of 70.00 feet to the Point of Beginning. By the acceptance and recording of this instrument Grantee, for itself and its successors and assigns, covenants that it will restore said property to its prior condition, including the repair of any fences or other improvements on said property damaged by the Grantee in the exercise of its rights granted herein. IN WITNESS WHEREOF Grantor has caused these presents to be executed by its duly authorized officers the day and year first above written. Signed, sealed and delivered in the presenceof: CITY OF L/L 11J) Z f ',Lt O) By: W me s��tgnatyry fPL/"51 M. Pr./riin� Attest. A �J ' •41111. _I. _ • Gamiotea, C `"Clerk W'tness s Pripted Name 01014( 61Ledc-- ECHOBEE, FLORIDA ames E. Kirk, Mayor' W'thess's Signature gbh/'A1 rcc k - Witness's Printed Name STATE OF FLORIDA COUNTY OF OKEECHOBEE The foregoing instrument was acknowledged before me this I.p5 day of PLhYUAU/Ai 2005, by JAMES E. KIRK and LANE GAMIOTEA, the Mayor and City Clerk respectively of the City of Okeechobee, Florida, who are personally known to me. -1-kl na . COO Notary Public SS1 ">5!, •ZX LOT 11 EXISTING RESIDENCE 44-'--1 Puitits I la.IM I P 1 t.tr,------- • ••"..:Pt LOT 123 COSTING RESIDENCE ''7 -7;k5'%. --',F,'•? -,.F...;K? ' :414.44p ! : ''',•,'';,''>.,^,./','::" ,LotA.S.._ • ,_ /24 4442$fro_. X +so /1 I K-,:(.<5.'‘ 44 .: te."4:443....410• -, s•••• 1...a: -- -.. ST-11....:11;..iF a raQr, Ld( 4 (1 c E 1 1 14 AGENDA VIII. NEW BUSINESS CONTINUED. G. Motion to approve a Purchase Option Agreement between the City Robert Meyer pertaining to the Commerce Center continued. H. Discuss request of Okeechobee Utility Authority for easement near the old Wastewater Treatment Plant - L.C. Fortner (Exhibit 8). JUNE 1, 2004 - REGULAR MEETING - PAGE 12 OF 14 COUNCIL ACTION - DISCUSSION • VOTE VOTE KIRK YEA CHANDLER -YEA MARK AM -YEA WATFORD • YEA WILLIAMS -YEA MOTION CARRIED. Clerk Gamiotea presented in Exhibit Eight research regarding easements that were transferred or dedicated to the Okeechobee Utility Authority (OUA) during the transfer from being the City Public Utilities Department. These documents are contained in the three volume Master Transfer Agreement. Research shows that the OUA only received an easement to a portion of Southeast 61h Avenue and not the property where their master lift station is located (and the old wastewater treatment plant was located). The OUA needs to obtain legal access to their existing facilities, therefore OUA Attomey Conely drafted an easement for a 100 by 354.3 foot easement. There was a lengthy discussion between the Council, Staff and OUA Executive Director Fortner. Council Member Williams made a motion to grant an easement to the OUA, 70 feet wide by an undetermined amount, to the South -end of the existing fence and Lot 1 of Block K, Central Park. Mayor called for a second three times. Motion died for lack of second. Council Member Williams then made a motion to grant the OUA an easement, 70 feet wide by approximately 218 feet or the South -end of the existing lift station perimeter fence; and sale Lot 1 of Block K, Central Park to the for twenty-five thousand dollars ($25,000.00). Mayor called for a second three times. Motion died for lack of second. Council Member Williams made a motion to grant the OUA a 70 feet by 218 feet (approximate - to the South boundary of the existina lift station perimeter fence: seconded by Council Member Chandler. VOTE KIRK - YEA CHANDLER -YEA MARKHAM•YEA WATFORD - YEA WILLIAMs -YEA MOTION CARRIED. WARRANTY TEED DREW'• FORM R. E. 4 Ea 26 FACE 55 Irenutsmured anal for sale by the H. & W. B. Drew Company Jacksonville. FbrhL ' This indenture, Made this 26th day of September , A. D. 1958 . between Okeechobee Trailer and Fishing Resort,Inc., a Florida Corporation of the County of Okeechobee and State of Florida party of the first part, and The City of Okeechobee Florida, a municipal whose mailing address is Okeechobee, Florida . Corporation of the County of Okeechobee and State of Florida part y of the second part, UJitnitSSeth, that the said part' of the first part, for and in consideration of the sum ofTwenty Two Hundred ($2, 200.00 Dollars, and other good and valuable considerations to it in hand paid, the receipt whereof is hereby acknowl- edged, has granted, bargained, sold and conveyed, and by these presents do grant, bar- gain, sell, convey and confirm unto the said party of the second part azzd its heirs and assigns forever, all that certain parcel of land lying and being in the County of Okeechobee, and State of Florida , more particularly described as follows: Beginning at the South West corner of Govt. lot 6 in section Rg.35E. 22 Twp. 374%Run thence north along west boundary of said �eta� Govt. lot 6, 354.3 ft. Thence east at right angle to west -fel edge of Taylor Creek. Thence run southerly along said west edge of Taylor Creek to intersection with the south boundary line of G1 t. lot 6. Thence west along south boundary line of said Govt./ 6 to P.O.B. Subject however to Govt. right of way of Taylor Creek. Being a part of Govt. lot 6 Section 22, T. 37S,Rg. 35E. It is mutually agreed that the above stated property is to be used by the City of Okeechobee for a Sewage Disposal Plant and other City activities. In the event the City should decide to sell part of this property it is agreed that the Okeechobee Trailer and Fishing Resort,Inc. shall have first option to purchase,'said part at a pro—rated amount based on T L the above price of $2,200.00 for the entire property. together with all the tenements, hereditaments and appurtenances, with every privilege, right, title, interest and estate, dower and right of dower, reversion, remainder and easement thereto belonging or in anywise appertaining: To }lam and to Hold the same in fee simple forever. And the said party of the first part do es covenant with the said part y of the second part that it lawfully seized of the said premises, that they are free from allencumbrances and that it . has good right and law- ful authority to sell the same; and the said part y of the first part do e s hereby f ully warrant the title to said land, and will de/end the same against the lawful claims of all persons whomsoever. in Witness Whereof, the said part y of the first part ha s hereunto set its hand and seal the day and year above written. Signed, sealed and delivered ' our presence: ///".�i ,.: IF OICEECHOBEE TRAILEI' & F1 HSEIGG �. i" r�,• 0 Satre '.I.1.^I3 r..Q • 1 'M 7 'R +VL BCOK 26 PAGE 56 State Of Florida County of Okeechobee 1 Hereby Certify, That on this day, before me, an officer duly authorized in the State afore- said and in the County aforesaid to take acknowledgments, personally appeared Mildred E. Jones, President and Roger L. Jones, Secretary oi' Okbechh P ee Trailerk. Fish tesort ldnc foregoing to me known to e t e persons scr: a in execute tinstrument and they acknowledged before me that they executed the same. 'OltneSS my hand and official sed in the County and State last aforesaid this 26th day of September , A. D. 195$ . Q 4 ns. o opo aa•a CZ a: CI o = a Qf a.;c ., b c A E. A R.O 0.R 5 �,.. a nom a ��^�] cq toa a eozin •`• 3a -NE' p a, Q 0 R y`0a CoQ 40 R. ro • e0a..°,q°, it- ta Q a� c N c ,94 R a R p � ' co c, a R.9 Re a : 1 O R :° ft ft c� h cI V a . jakivilvmmwl �sn;ts uaxn,1 i otary Public, y commission expires • Notary Public, State of Florida et Urge. My Commiasiol Ex;.irea !:fir, 24, 190,1-'', 1x(10011(10810 AO SI 1313 S'V 1I11IM '3 S3NJ,VH tPlc htd C-111 8561 11j 3380H333xo Uc:C332! 803 031ld LO8SliO uondpaasa j Jo paajsgj aagouaeex0 30 A4TO r OFFICIAL RECORD ReQK 41 PACE 441 SPECIAL WARfiANTY DEED day of " THIS INDENTURE made this /3 A. D. ,19kbetween OKEECHOBEE TRAILER & FISHING RESORT, INC., a corporation organized and existing under the laws of the State of Florida, having its principal place of business inthe City of Okeechobee, County of Okeechobee, State of Florida, as party of the first part, and the CITY OF OKEECHOBEE, FLORIDA, a municipal corporation, as party of the second part. WITNESSETH: That the party of the first part, for and in consideration of the sum of ONE DOLIAR and other valuable consid- erations paid, receipt of which is hereby acknowledged, has granted, bargained, sold and conveyed and does hereby grant, bar- gain, sell and convey to the party of the second part, its successors and assigns forever, the following described land, situate, lying and being in the County of Okeechobee State of Florida, to -wit: From the Southwest Corner of Government Lot 6 Section g2, Township 37 South, Range 35 East, run thence North along West boundary Line of Government Lot 6, a distance of 354.3 feet for point of beginning; thence North along West boundary of said Government Lot 6, a distance of 940.0 feet more or less, to a point on the South Right of Way Line of Fifth Avenue; thence East along extended South Right of Way Line of Fifth Avenue, a distance of 30 feet; thence South parallel to West boundary Line of said Government Lot 6, a distance of 940 feet; thence West 30 feet to point of beginning. All in Government Lot 6, Section 22, Township 37 South, Range 35 East. TO HAVE AND TO HOLD THE SAME, together with all and singular he appurtenances thereto belonging or in anywise incident or plyirertaining, forever; and the party of the first part will defend the title thereto against all persons claiming by, through, or lUnder the said party of the first part. OK 181100 11110813 :10 %13-13 S161VillIM '3 STONH 16 WI 91 AUFI 11961 'AiNf103 33801.1313'A° auO3311 01-11A U9010 r OFFICIAL RECORD BOOK 41 PAGE442 IN WITNESS-WHEPEOF, the party of the first part has caused these presents to be duly executed in its name by its President, and its corporate seal to be hereto affixed, attested by its Secretary, the date first above written. Signed, sealed and delivered in the presence of: (Corporate Seal) 7;/e -I fis4 R.s..rr Z.c BY ( Its at9 Preis` •-dit4 A,z• ATTEST ra �T • �. x"..1U1a11\N STATE OF /7:2;Ajala. COUNTY OF 4/411er4idtG Before me, the undersigned authority, this day personally apreared ANA/e411 AP. %.77:TLA.2.S and Role'- gf. . VOLS to me well known and known to me to be the individuals described in and who executed the fore- going instrument as President and Secretary, respectively, of the Corporation named in the foregoing instrument, and they severally acknowledged to and before me that they executed said instrument on behalf of and in the name of said corporation as such officers; that the seal affixed to said instru ment is the corporate seal of said corporation and that it was affixed thereto by due and regular corporate authority; that they are duly authorized by said corporation to execute said instrument and that said instrument is the free act and deed of said corpora- tion. IN WITNESS WHEREOF' I have hereunto set my hand and affixed _ day of A47 A.D. 1 this • C74,-/ 'Notary Public, State of Florida at age My commission expires Aug. 19, 1960. Bonded by American Surety Co, of N. Y. t r r i P1.0 25 25 50 5 50 50 45 4 3 2 47.9 24 a, 1? 16 240 28 2-22-37-35-0A00-00028-0000 CITY OF OKEECHOBEE 2 AC 170 Page 1 of 1 http://www.okeechobeepa.com/dualXeon tmp/OKEECHOBEE10845422393624.gif 5/14/2004 N C. 19 20 21 22 23 24,; 50 ... 50 46 47.7 y 25 25 50 5 50 50 45 4 3 2 47.9 24 a, 1? 16 240 28 2-22-37-35-0A00-00028-0000 CITY OF OKEECHOBEE 2 AC 170 Page 1 of 1 http://www.okeechobeepa.com/dualXeon tmp/OKEECHOBEE10845422393624.gif 5/14/2004 Patty Burnette From: Lane Gamiotea Sent: Friday, May 19, 2017 11:44 AM To: David Allen; Donnie Robertson; Jessie Weigum Cc: Bobbie Jenkins; Patty Burnette; Marcos Montes De Oca; Robin Brock Subject: Centennial Park Records David, while going through some pending files I found where the following information has been requested, but not provided to date. Can you provide these for the official records, either a hard copy for us to scan/copy? But if you have them on a flash drive or CD that would be better as we can import them directly in laser fiche. I've cc'd Marcos & Robin in case they have them ??? Contract Authorization #2 services that the city should have are: Design -Survey = .a) a boundary:& b) atopography:survey_ofthe site. f - Master -Site Plan schematic drawings for the proposed -elements -of the:Centennial Park (formerly `known as -the Taylor_Creek Park) a nd_include." �a) calculated master site plan, p) color site plans rendering," (c) preliminary landscape & lighting plan, ed) elevation drawings, P) phasing plan, f) preliminary estimate;of probably_construction cost.,' Thank you! Lane Earnest-Gamiotea, CMC City Clerk/Personnel Administrator City of Okeechobee 55 Southeast 3`d Avenue, Okeechobee, FL 34974 Office: 863.763.3372 x9814 Fax: 863.763.1686 Cell: 863.697.0345 PUBLIC RECORDS NOTICE: Under Florida law, email addresses are public records. If you do not want your email address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. Florida Statute 668.6076 CITY OF OKEECHOBEE E-MAIL DISCLAIMER: Florida has a very broad public records law. Most written communications to or from local officials regarding city business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. 1 Patty Burnette From: Sent: To: Cc: Subject: Attachments: Cindy Barcia <dnunez@sdbteam.com> Wednesday, May 31, 2017 10:21 AM smatthes@ct-eng.com Patty Burnette; David Allen; Marcos Montes De Oca; 'Billy White' PW 01-00-02-17 Centennial Park Storm Water Improvements Project Submittals Centennial HDSWW Submittal - 1.pdf; Centennial StarQuarries Submittal - 2.pdf Please find the attached submittals for your approval. Office Manager Seminole Design -Build, Inc 401 SW 2nd Street, Okeechobee, FL 34974 (Office)863-467-1115 (Fax1863-824-3327 dnunez@sdbteam.com 1 SUPPLY WT'EI W KS ... Submittal Package Job: Customer: Location: Acct Manager: Date: Prepared by: Bid: 270461 Reviewed By Seminole Design -Build, Inc. Provided Bv: (check one Taylor Creek Centennial Park B & B Site Development, Inc Okeechobee, FL Jim Nelson May 19, 2017 Debra Bancroft HD Waterworks # 062 HD Waterworks #039 7374 Commercial Circle 1101 W. 17t'' Street Ft. Pierce, FL 34951 Riviera Beach, FL 33404 (772)466-5955 (561)848-4396 HD Waterworks #157 HD Waterworks #046 4310 N.W.10 AVE. rl 18701 SW 108t'' Ave. Oakland Park, FL.33039 Miami, FL 33157 (954)772-7343 (786)573-3401 'Laced Semke, NNttd®ounoride' HANES GEO COMPONENTS A ZaG�e1,�m COMPANY This is to certify that the 3606-FLA48-7 meets FL DOT silt fence requirements and is composed of the following: Fabric: Terra Tex SF -90 36" Stakes: Width 1 '/2' cross directional FLA DOT stake hard wood Number of stakes: 17 Stake Spacing: 6 foot average TerraTex SF -90 is a woven geotextile made up of polypropylene filaments. These filaments are woven to form a stable and durable network such that the filaments retain their relative position. It is non -biodegradable and resistant to most soil chemicals, acids, and alkali with a pH range of 3 to 12. TerraTex SF -90 is manufactured to meet or exceed the following minimum average roll values: Minimum Average Roll Value Property Test Method English Grab Tensile Elongation Mullen Burst Puncture Trap Tear UV Resistance AOS Permittivity Flow Rate Sincerely, Keith Harris Technical Director ASTM D-4632 ASTM D-4632 ASTM D-3786 ASTM D-4833 ASTM D-4533 ASTM D-4355 ASTM D-4751 ASTM D-4491 ASTM D-4491 100 x 100 Ib 15%x20% 250 psi 50 Ib 50 Ib 80% 20-50 sieve 0.10 sec' 8 gal/min/ft Minimum Average Roll Value Metric 0.445 x 0.445 kN 15% x 20% 1723 kPa 0.223 kN 0.223 kN 80% 0.850 - 0.300 mm 0.10 sec' 325.6 I/min/m2 1, S2+'1i B_ .Rahn, Notary, heretrj ackr. cu:e dge that Keith Harris perscnaiTy appes ed before me this day and signed the fo egattg ins!,v hent. Notary:- Th-).) �iJL Expiration Date; TNr :�T j j f1 I U 815 Buxton Street Winston Salem, NC 27101 888 - 239 - 4539 • Fax: 336 -747 -1652 vww.hanesgeo.com infoehanesgeo.com SAW B.42.01 1173TPATAMC FORSYh(CCJIMu _INCOAItSS1CN MIES NCS1,2014 AER-FLO INC 445518th Street East Bradenton, FL 34203 ............ ..•••• II-, ............................................................ ...- o 0 0 O O ° ..... •••••• !! •••••• j 0 0 r1 O f O -1:104:3-in, _ ` Tough Guy® Floating Turbidity Barrier Type 1.DOT Specifications (ST: 10/08) Fabric -18 oz. nominal laminated vinyl/polyester having the following characteristics: Construction - vinyl laminate on 9X9 1000 x 1300 denier polyester scrim Weight —18.5 oz. per sq. yd. (434 gr./sq. m.) Adhesion — 24 x 20 Ib./2" Grab Tensile — 410 x 410 Ib./in. (430 x 421 daN/5cm.) Tongue Tear —100 x 100 Ib. (95 x 95 daN) Hydrostatic - 600 psi (4167 kPa) Cold resistance to crack: -40° F/C All seams heat sealed 5/8 inch diameter poly rope reinforced vertical edges #4 brass grommets 1/4 in. galvanized chain ballast EPS flotation, 6 in. x 6 in., 13.5 Ib./ft. buoyancy in fresh water and 14.4 Ib./ft buoyancy in saltwater. 10-22-08 f 67,3 Q HANEVGEO COMPONENTS' A 54N'GGiuir. COMPANY 815 Buxton Street I Winston Salem, NCI 27101 PH: 888.239.4539 1 FAX: 336.747.1652 www.HanesGeo.com TerraTex N04 Nonwoven Geotextile TerraTex N04 is a nonwoven geotextile made up of polypropylene fibers. These fibers are needled to form a stable and durable network such that the fibers retain their relative position. It is non -biodegradable and resistant to most soil chemicals, acids and alkali with a pH range of 3 to 12. TerraTex N04 is manufactured to meet or exceed the following minimum average roll values: PROPERTY UNIT ASTM TEST METHOD Minimum Average Roll Values Weight (Typical) oz/yd2 (g/m2) ASTM D5261 3.5 (119) Grab Tensile lbs (kN) ASTM D4632 90 (0.401) Grab Elongation % ASTM D4632 50 Trapezoid Tear lbs (kN) ASTM D4533 40 (0.178) CBR Puncture lbs (kN) ASTM D6241 265 (1.18) Permittivity* sec ASTM D4491 2.0 Water Flow* gpm/ft2 (1/min/m2) ASTM D4491 150 (6095) A.O.S.* (Maximum A.R.V.) U.S. Sieve (mm) ASTM D4751 50 (0.30) U.V. Resistance %/hrs ASTM D4355 70/500 *At the time of manufacturing. Handling, storage and shipping may change these properties. 1/2014 *DISCLAIMER: Descriptions regarding the products described herein are based solely upon information provided by the manufacturer and are provided for Informational purposes only. NOTHING CONTAINED HEREIN SHOULD BE CONSTRUED AS CREATING AN EXPRESSED OR IMPLIED WARRANTY, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS, EACH OF WHICH IS HEREBY DISCLAIMED. THERE ARE NO WARRANTIES THAT EXTEND BEYOND THE DESCRIPTION ON THE FACE HEREOF. The final determination as to the suitability of any product of Hanes Geo Components In any particular application rests solely with the user. Hanes Geo Components reserves the right to alter or modify its products and descriptions at any time without notice. 2014-06-01 MATERIALS" Concrete Pipe Division Concrete Elliptical 15" - 60" Equivalent Diameter Single Step Joint Pipe Wall Thickness Inside of Elliptical Pipe Section Thru Joint Rise Wall Thickness Section Thru Barrel Table Of Dimensions And Weights Round Equivalent (inches) Inside Dimension (inches) Wall Thickness (inches) C (inches) F (inches) Full Flow Water Area (Sq. Ft.) Approx. Weight Per Joint (lbs./ft.) Rise Span 15 12 18 3112 1314 3114 .90 156 18 4 23 3 518 1 13116 3114 1.83 200 24 19 30 3 518 1314 3114 3.28 310 30 24 38 3 314 1314 3114 5.10 450 36 29 45 4112 21116 3114 7.36 650 42 34 53 5 2114 3 314 10.2 850 48 38 60 5112 2112 3 314 12.9 1,040 54 43 68 6 2 314 4 16.7 1,285 60 48 76 6112 215/16 4 20.5 1,535 Pipe dimensions may vary depending upon equipment availability. Notes: 1. Produced to meet ASTM Specifications. 2. Contact a Hydro Conduit representative for further details not listed on this sheet. Florida 1618-10 PART# PPE SIM A 0499VVT 4 i (1C0 mm) 3.68 in (93 mm) 0499ST 4 in 3.68 in ( 1CO mm) (93 min) 6 in 5.24 in 0699V'/T ( 150 mm) ( 133 mm) 0699ST 6 m ( 150 mm) 5.24 in ( 133 mm) 0899WT 8 i ( 200 mm) 6.891n ( 175 mm) 0899ST 8 in ( 200 mm) 6.89 in ( 175 mm) 10 In 8.94 in 1099 (2S0 mm) ( 227 mm) 1099ST 10 in 8.94 in ( 250 mm) ( 227 mm) 1299Wf 12in ( 300 mm) 11.261n ( 286 mrn) 1299ST 12 in 11.26In (360 mm) (283 mm) INJECTION MOLDED 90' BENDS 4"-12" DIAMETERS NOTE: FITTINGS WHOSE PART NUMBERS END WITH 'WT" HAVE WATER TIGHT BELL CONNECTIONS. WATER TIGHT BELLS ARE SHOWN HERE IN THIS DRAWING AND REQUIRE GASKETS TO BE FITTED TO N-12 PIPE TO FORM A WATER TIGHT JOINT. FITTINGS WHOSE PART NUMBERS END WITH 'ST" HAVE SOIL TIGHT BELL CONNECTIONS. SOIL TIGHT BELLS HAVE MOLDED CLEATS AND REQUIRE NO GASKET TO MAKE CONNECTION TO N-12 PIPE. NOTE: ALL DIMENSIONS ARE NOMINAL wr® MONK tritilott.re DWI/ If 0n1010 w' - ADP 07.24.02 AWL/ 10.05.02 REVISIONS BY DATE JAB 04.20.05 3300 C 12X4 12X6 12X8 12X10 A DUCTILE IRON GRATE W/CAST IRON FRAME B VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS FOR: ADS N-12 SDR -35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC A DUCTILE IRON GRATE W/CAST IRON FRAME A B C 12' 4" 10.50 12' 6" 11.50 12" 8" 11.50 19' 10" 11 95 12" 12' 6.00 12X12 VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS FOR: 1 Ans N-17 1 SDR -35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC THIS PRINT DISCLOSES SUBJECT MATTER N WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFEROR LICENSE THE USE OF THE DESIGN OR TECHNICALINFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM. FOR THE DISCLOSURE TO OTHERS [HTE IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERIASSION FROM NYIOPLAST. OM SEE DRAWN BY CJA DATE LSA W1TER AL APPD BY CJA LSA PROJECTNOJNALE NINE DRAIN $130 VERONAAYE BUFORD. CA3051S Nylo last FAxr,) 20"' FA%pJO gt,24N1 •AwJN'Iulirt+amm 12' DESRN DETALB A SCALE NIS SHEET 1OF1 DWO NO. 71:03-110032 REV 1 VOIRPTAIRMilaantifiefisaie9.43grAtiMAS14.;ttAi'4**14041Talti.ti:I=v0.•,..;:.)o,.r..1-;:oz,; Orre " -1 i• • ' 4 I • •ge'ro'uc ss*•4' Ih:sAMEir D...V02",:.7Aittiget 'IttaegreAV.P' .4tatt;IV&AKUNMAI;'," For ; Refer to page 11 o the Technical Manual for Information required to order a custom manufactured drain basin. Nyloplast 17.3 JOB NAME k-11)/CV ()fee k- CCM/Mid /)6(k DRAWING 11 30--0(0 DRAIN BASIN SIZE lg TOP VIEW CUSTOMER INITIAL GRATE STYLE 5 'Stub Size / Location (Degrees) / Type of Pipe Stub N1 a II / /b' / AO /0--/2— Stub 12 a. / x-io- / AfisAl--n, Stub N3 / / Stub N4 / / A - Overall 8 - Top of Grate Height to Bottom of Stub (Inches) (Flowline) (Inches) Stub 11 Stub 12 -50 It . /. Stub N3 Stub$4 /V. JOB NAME DRAWING # DRAIN BASIN SIZE TOP VIEW SIDE VIEW Stub 11 Stub 12 Stub. 13 Stub fitt CUSTOMER INITIAL GRATE STYLE Stub Size / Location (Degrees) / type of Pipe / / A Overall B - Top of Grate Height to Bottom of Stub (Inches) (Flom/fine) (Inches) Stub 11 Stub 12 Stub 13 Stub 14 Phone: Fax: (770) 932-2443 (770) 932 -2493 Nyloplast America Inc. • 3130 Verona Avenue • Buford, Georgia 30518 (800)859-0328 X))9448924 NP034 aWIGBuilding atbessentials or a better tomorrow^ GRAVITY SEWER SUBMITTAL AND DATA SHEET PIPE SIZE (IN) AVERAGE O.D. (IN) NOM. I.D. (IN) MIN. T. (IN) MIN. E (IN) APPROX. D (IN) APPROX. WEIGHT (LBS/FT) SDR 35 (PS46) ASTM D3034 4 4.215 3.975 0.120 3.50 4.695 1.05 6 6.275 5.915 0.180 4.25 6.995 2.36 8 8.400 7.920 0.240 4.75 9.360 4.24 10 10.500 9.900 0.300 6.00 11.700 6.64 12 12.500 11.780 0.360 6.25 13.940 9.50 15 15.300 14.426 0.437 7.25 17.048 14.19 SDR 26 (PS115) ASTM 03034 ' 4 4.215 3.891 0.162 3.50 4.863 1.40 6 6.275 6.793 0.241 4.25 7.239 3.11 8 8.400 7.754 0.323 4.75 9.692 5.63 10 10.500 9.692 0.404 6.00 12.116 8.84 12 12.500 11.538 0.481 6.25 14.424 12.56 15 15.300 14.124 0.588 7.25 17.652 18.90 PS46, ASTM F679 18 18.701 17.629 0.499 8.00 20.845 21.43 21 22.047 20.783 0.588 9.50 24.575 29.88 24 24.803 23.381 0.661 9.60 27.647 38.96 27 27.953 26.351 0.745 10.10 31.157 49.47 30 CIOD 32.000 30.194 0.853 16.75 35.612 64.18 36 CIOD 38.300 36.042 1.021 19.02 42.816 93.00 42 CIOD 44.500 41.948 1.187 22.43 49.604 - 48 CIOD 50.800 47.888 1.355 24.78 56.624 - PS115, ASTM F679 18 18.701 17.261 0.671 8.00 21.581 28.49 21 22.047 20.349 0.791 9.50 25.443 - 24 24.803 22.891 0.889 9.60 28.627 - 27 27.953 25.799 1.002 10.10 32.261 - 30 CIOD 32.000 29.070 1.148 16.75 36.348 - 36 CIOD 38.300 35.464 1.373 19.02 45.438 - 42 CIOD 44.500 41.072 1.596 22.43 51.356 - 48 CIOD 50.800 46.886 1.822 24.78 58.628 - \\\\\ \\\\ \\\\ \\\\ \\\\ \ • \\\\ Assembly Mark Product Standard: Pipe Compound: Gasket: Integral Bell Joint: Pipe Stiffness: Pipe Length: Installation: E 0 D. ASTM 3034 (4"-15") ASTM F679 (18"-48") ASTM D1784 Cells Class 12454 or 12364 ASTM F477 ASTM D3212 ASTM D2412 F/AY = 46 PSI or 115 PSI 14 or 20 feet laying length ASTM D 2321 JM Eagle' Installation Guide I.D. g'e f uiiding essentials did i� or al better tomorrow- I.D.: Inside Dameter O.D.: Outside Diameter T. : Wall Thickness D° : Bell Outside Diameter E : Distance between Assembly Mark to the end of spigot. Solid Aluminum Foil Core • Virgin Clear Polypropylene Film Laminated Top Structure Virgin Clear Polyethylene Film Laminated Base Structure • Reverse Printed Polypropylene Structure Acid, Alkali, Chemical, and Oil Resistant • Direct Burial Rated • Made in the USA Specifications Applications and Information • Pro -Line's Detectable Marking Tape is used for detecting, locating, identifying, and protecting buried utility lines for gas, water, sewer, telecommunication, and electrical markets. The width of tape used, is determined by the size of, and depth at which the underground utility line is buried. The depth at which detectable tape is buried, is determined by the width of the tape used. • DETECT: Aluminum core is detected through means of inductive locating. LOCATE: Line is located and marked after Inductive locating is performed. IDENTIFY: Utility type is identified by both the APWA color -code and utility legend printed on the marking tape. • PROTECT: Detectable tape works 24 hours a day and year round, even if tape is not inductively located during excavation, the tape provides a "stop -sign" effect that is highly visible. Standards and References Pro -Line's Detectable Marking Tape meets or exceeds all applicable ASTM specifications. • ASTM D2103-08: Standard Specification for Polyethylene Films and Sheeting. • ASTM D882-09: Standard Test Method for Tensile Properties and Elongation of Thin Plastic Sheeting. • ASTM D2578-08: Standard Test Method for Wetting Tension of Polyethylene and Polypropylene Films. • ASTM D792-08: Standard Test Methods for Density of Plastics by Displacement. • ASTM D671-93: Standard Test Method for Flexural Fatigue of Plastics. Construction Pro -Line's Detectable Marking Tape consists of a minimum 5.0 mil overall thickness. Construction is 0.8 mil clear virgin polypropylene film, reverse printed and laminated to a 0.35 solid aluminum foil core and then laminated to a 3.75 mil clear virgin polyethylene film. Tape is printed with our APWA Color -Coded, patented "Diagonally Striped" design with big, bold, black lettering to identify a specific buried utility line. DETECTABLE UNDERGROUND MARKING TAPE Underground marking tape shall be a (2", 3'; 4", 6", or 12" width), detectable marking tape, with a minimum 5.0 mil over- all thickness. Tape shall be manufactured using a 0.8 mil clear virgin polypropylene film, reverse printed and laminated to a 0.35 mil solid aluminum foil core, and then laminated to a 3.75 mil clear virgin polyethylene film. Tape shall be printed using a diagonally striped design for maximum visibility, and meet the APWA Color -Code standard for identification of buried utilities. Detectable marking tape shall be Pro -Line Safety Products or approved equal and made in the USA. TABLE 1: DETECTABLE TAPE CONSTRUCTION (Polypropylene, Aluminum Foil, and Polyethylene) i :) 6Af ,Q�'ili i,it :1'tr' i t ,rrr �,-rt ;"i''rr` i I;L 16 L i1'll;+ Nominal Overall Thickness 5.0 mil 5.0 mil 5.0 mil 5.0 mil 5.0 mil iAluminum Foil Core Thickness 0.35 mil 0.35' mil 0.35 mil 0.35 mil 0.35 mil Polyethylene Film Thickness 3.75 mil 3.75 mil 3.75 mit 3.75 mil 3.75 mil :Polypropylene Film Thickness 0.80 mil 0.80 mil 0.80 mil 0_80 mil 0.80 mii' Polypropylene Print Method Reverse Printed Reverse Printed Reverse Printed Reverse Printed Reverse Printed Print Design #1 (Patented) Diagional Striped Diagional Striped Diagional5triped Diagional Striped Diagional Striped Print Design #2 (Custom) Solid Block Solid Block Solid Block Solid Block Solid Block Print Design #3 (Custom) Solid Flood Solid Flood Solid Flood Solid Flood Solid Flood Print Design Color -Code APWA Color -Code APWA Color -Code APWA Color -Code APWA Color -Code APWA Color -Code ;*-Diagional striped design i .._. ,. visibility for superior protection. ......_ . s a PATENTED design of Pro -line Safety Products that enhances tape *Please note that there may be a nominal + or- 10% difference throughout the overall thickness. TABLE 2: TESTING SPECIFICATIONS (Physical and Mechanical Properties) 1�tlxi]�aa(G)4 Aluminum Foil Core rPolyethylene Film pPolypropylene Film Adhesive Type_ Adhesive Bond Strength FPrinted Inks Print Repeat , Coeffident Friction Density firS.l.a :tai:j ::?'v9 i.et bF,i11)!,Il.i+ :- i'+I.1 I.lir :5-;s>;r( 1.-#. '.i 1'i1( E1ii-k MFG. SPECS Virgin Grade Virgin Grade Virgin Grade Virgin Grade Virgin Grade MFG. SPECS Virgin Grade Virgin Grade Virgin Grade Virgin Grade Virgin Grade MFG. SPECS Virgin Grade Virgin Grade Virgin Grade Virgin Grade Virgin Grade MFG. SPECS AV1257/CA100 AV1257/CA100 AV1257/CA100 AV1257/CA10 .AV1257/CA1001 BOILING WATER 5 hrs W/O Peel 5 hrs W/O Peel 5 hrs W/O Peel 5 hrs W/O Peel 5 hrs W/O Peel MFG. SPECS Chromabond Chromabond Chromabond Chrom: abond Chromabond MFG. SPECS Varies by Legend Varies by Legend Varies by Legend Varies by Legend Varies by Legend ASTM D4521-96 0.247 Static 0.247 Static 0.247 Static 0.247 Static 0.247 Static . ASTM D792-66 1.09 /cm' 1.09 /cm' 1.09 /cm' 1.09 g/cm' 1.09 g/cm' ,:Elongation (MD) ASTM D882 -80A 139%139% 139% 139% 139%, Elongation (TD) ASTM D882 -80A 80% 80% 80% 80% 80% Flexural Fatigue ASTM 0671-93 Pliable Hand Pliable Hand Pliable Hand Pliable Hand Pliable Hand i Printability ASTM 02578-08 45 Dynes 45 Dynes 45 Dynes 45 Dynes 45 Dynes Tensile Strength ASTM D882-09 15,000 psi 15,000 psi 15,000 psi 15,000_psi 15,000 psi, -r PRINTLEGENDr PART# X CAUTION•13I,1RIEb.tH. ILLED,WATER,LINE;BELOW':, 103 CAUTIQoURIEDEOHERMAL LINE"BELOW:\X. 128 CAUTION`BURIED,POTABLE WATER:LINE•BELOWZN, 115 toUT1ONBURIED,WATER3.INE•BELOW+: ,,N4..",`".", 125 --',-,1'1 !!:1.f. • c }Y' , - ,tAll.J.t%1" i'' IIf•i. .4l ,,.'ij fr tf +' iti o, -.A ani °.1- i!t.F.0 J,1:iij-l'itPo : {• 'i'' = a : 1.. , i ,t t�+.` -1jl, i fair. + F ilx+? tt}1��. „; 1:1;(0.1(i71 !i c f T 1 i7 i ': .%,,N4 (,� 1!�X.l" I i e a..�.laailwll=, l� d- t d� is TI:il..a.ir= 10311XXX3 2" x 1000' 5.0 MIL 0.35 MIL 3.75 MIL 0.80 MIL 6-9 inches 4.75 lbs 9 / CARTON 10312XXX3 3" x 1000' A0 MIL 5.0 MIL 0.35 MIL 0.35 MIL 3.75 MIL 3.75 MIL 0.80 MIL 0.80 MIL 9-12 inches 12-15 inches 7.13 lbs 950 lbs 6 / CARTON 4 / CARTON 10313XXX3 4" x 1000' 10314X 3 6" x 1000' 5.0 MIL 0.35 MIL 3.75 MIL 0.80 MIL 15-18 inches 14.25 lbs 3 / CARTON 10316XXX3 12" x 1000' 5.0 MIL 0.35 MIL 3.75 MIL 0.80 MIL 18-24 inches 2830 Ibs 1 / CARTON **FOR CUSTOM LEGENDS OR SIZES CALL 800.554.3424** -r PRINTLEGENDr PART# X CAUTION•13I,1RIEb.tH. ILLED,WATER,LINE;BELOW':, 103 CAUTIQoURIEDEOHERMAL LINE"BELOW:\X. 128 CAUTION`BURIED,POTABLE WATER:LINE•BELOWZN, 115 toUT1ONBURIED,WATER3.INE•BELOW+: ,,N4..",`".", 125 CAUTION BURIED FORCE MAIN BELOW',"1..`•. `s:. 208 Ci1UTTONBURiEb.REOLMMEDWATER LINEBELO.W- 517 tA,UTIbN`Blemi p ELEcnijaitirBtLUW, `,'' N>, 605 CAUTION BUIRED SEWER LINE BELOW •,:,,"; -.. 319 CAUTION BURIED STORM DRAIN LINE BELOW,''. -. 321 CAUTION BURIED STORM -SEWER UNE BELOW •,,,.., 322 'PRINT LEGEND 'm i 'PART# CAUTION BURIED CATV LINE BELOW 402 CAUTION BURIED COMMUNICATION LINE BELOW 404 CAUTION BURIED FIBER OPTIC CABLE BELOW 406 CAUTION BURIED TELEPHONE LINE BELOW • 423 CAUTIONt3)1RIED NON=PpTABLE'WATER LINEN, 512 Ci1UTTONBURiEb.REOLMMEDWATER LINEBELO.W- 517 tA,UTIbN`Blemi p ELEcnijaitirBtLUW, `,'' N>, 605 t0,110N :110Eb,HI0148/ CTAGE17NE'$ELOyii 610 CAUTION BURIED GAS LINE BELOW 809 CAUTION BURIED PIPELINE BELOW 814 Call today to experience the benefits and value of PVC Heavy Wall Gasketed Sewer Fittings New ring design adds to the many benefits already found in Plastic Trends SDR 26 Gasketed Sewer Fittings. SDR 26 PVC Heavy Wall Gasketed Sewer Fittings Injection Molded in Sizes 4" - 8" Fabricated in sizes 10" - 18" Injection Molded Features • New square design of the ring - permanently locks the ring onto the fitting. • Distinctive green rings and gaskets - for easy identification without having to go down into the trench. • Deep lead into the gasket - enhances assembly and reduces the possibility of gasket damage. • Shock absorbing ring - reduces effect of excessive impact. • Extra heavy wall thickness behind the gasket race - absorbs angular deflection. • NSF Listed - Meets or exceeds ASTM D 3034 SDR 26 standard specs. • Minimum SDR 18 wall thickness - for 4" and 6" branches on our 8", 10" and 12" tees, wyes, and sanitary tees (T -Y's). Applications Heavy Wall Gasketed Sewer fittings can be used where extra heavy (SDR 26) is specified by your local jurisdiction. SDR 26 fittings are intended for non -pressure drainage of sewage and surface water. Certifications Heavy Wall Gasketed Sewer fittings are third party tested and listed by NSF to meet specifications defined in ASTM D 3034. 1 See available configurations on the opposite side of t_hii iheet. Form #0320 Rev. 9/06 SDR 26 PVC Heavy Wall Gasketed Sewer Fittings Injection Molded in Sizes 4" - 8" Fabricated in Sizes 10" - 18" Short Form Specifications 4" through 18" gasketed SDR 26 sewer fittings shall be manufactured in accordance with ASTM D 3034 and F 1336. Fitting gaskets shall comply with ASTM F 477 or ASTM F 913. Fitting gaskets shall be locked firmly in position to prevent displacement. 4" through 8" SDR 26 fittings shall have green color coded gasket retaining rings for easy identification. 4" through 8" fittings shall be injection molded from virgin PVC compound having a minimum cell classification of 12454 or 13343 in accordance with, and certified by the National Sanitation Foundation (NSF), to meet ASTM D 1784. 10" through 15" gasketed SDR 26 sewer fittings may be injection molded or fabricated from pipe meeting the requirements of ASTM D 3034. Gasket joints of all fitting sizes must comply with ASTM D 3212 Internal Pressure Test (exfiltration) and Vacuum Test (infiltration) at 5 degrees of gasket joint deflection. Gasketed SDR 26 sewer fittings shall be certified by the National Sanitation Foundation (NSF) to meet ASTM D 3034. (:).ri PLASTIC TRENDS Plastic Trends, Inc. 56400 Mound Road Shelby Twp., MI 48316 586.781.2700 • 800.232.5690 Fax: 586.781.0888 www.plastIctrends.com Nita Royal Pipe Systems RMI Moss Yoking Shape. Examples of Configurations Available Branches Bends New ring design adds to the many benefits already found in Plastic Trends SDR 26 Gasketed Sewer Fittings. Adapters and Closures For additional configurations, list prices and dimensional drawings visit www.plastictrends.com h. 7 1/4 — 1 1 /2 -21;; 8 i — 15 1/4 6 7 3/4 --d 14 1/8 (2)— PENETRATING PICKHOLES NOTES: 1— MATERIAL; ASTM—A48 CLASS 35B GRAY IRON. 2— RING WT: 100 LBS. APP. 3— COVER WT: 20 LBS. APP. U.S. FOUNDRY Sc MFG. CORP. MEDLEY, FLORIDA USF 7605 RING & FB COVER DML a" DBB sc :1 /4"=1" °ATE: 4/23/97 CHK B" Nam A3806 ilm CERTIFIED Service Saddle Double Stainless Steel Strap 317 NSF/ANSI 61 NSF/ANSI 372 Description: Double strap Ductile Iron service saddle with TaperSear gasket and wraparound 304 Stainless Steel strap for added corrosion resistance Application: For outlets of fie" through 4". Key Features: • Meets applicable AWWA C800 Standards • The wide saddle body provides stability on the pipe • Designed with PVC and other soft or brittle pipe in mind • The gasket fully bonds to the cavity to hold it in place • NPT, CC and other threaded outlets available in sizes s/e" thru 4" • Wide bands spread the load over larger area to prevent damage to the pipe when tightening the straps • A closed lug on one side, combined with the strap, acts as a hinge for easier installation Materials Specifications (subject to change): BODIES: Ductile Iron per ASTM A536 STRAPS: Type 304 Stainless Steel. Double Strap 1.50" wide NUTS: Type 304 Stainless Steel fluoropolymer coated WASHERS: Type 304 Stainless Steel STUDS: Type 304 Stainless Steel GASKET Nitrile (Buna N) NSF 61° compounded to resist oil, acids, alkalies, most (aliphatic) hydrocarbon fluids, water and other chemicals Temperature Range: -20°F to 180°F FINISH: Flexi-Coat° Fusion -Bonded Epoxy Finish per AWWA C213 Working Pressure: Up to 150 PSI, depending on size and application Pipe Applications: Steel, Ductile Iron, Cast Iron, Asbestos Cement, PVC and HDPE (with spring washers) Taps: 5/e", 3/", 1 ", 1'%", 11/2. and 2" CC Taps; 3/4", 1", 13/4", 11/2", 2", 21/2", 3" and 4° NPT Taps Sizes (in inches): Varies by tap type; see tables for size details 8 Smith -Blair, Inc.' Texarkana, Arkansas 1 smith-blalccom 1 Customer Service 800.643.9705 or 870.77351271 Fax 800.648.6792 I After Hours 903.277.9398 124 5/8", 3/4" a 1" CC Taps Service Saddles 11317 *Sized for use on C900 PVC Pipe When properly sized from the factory, this product (denoted by') meets the requirements listed in the Uni-Bell PVC Pipe Association's "Handbook of PVC Pipe" and In the AWWA's "Manual M23: PVC Pipe Design and Installation.' 11/4", 11/2" and 2" CC Taps 'Sized for use on C900 PVC Pipe z r ;MOM. .'SIZES r INCHES STANDARD O.D.:: a1f RANGE aEACH INCHES � ng�l.BS CATALOG NUMBER CTN QTY .METRIC � WT. EACH '6- KG STANDARD 1-1 /2" CC/40 MM NOM.: �ZES NCHES O.D l RANGE - INCHES t EACH IBS 5/8" CC/16 MM 3/4" CC/20 MM 1" CC/25 MM 10.110 SIZE MM FIANCE 4 MM_ 1-1/4-1-1/2 1.61-1.92 3 317-00019205-000 317-00019207-000 317-00019209-000 6 32-40 41-48 1 Il 2 2.35-2.56 3 317-00025605-000 317-00025607-000 317-00025609-000 6 50 60-65 1 2-1/4-2-1/2 2.44-2.91 3 317-00029105-000 317-00029107-000 317-00029109-000 6 57-65 62-73 2 3 2.97-3.54 4 317-00035405-000 317-00035407-000 317-00035409-000 6 80 76-89 2 3-4 3.74-4.13 6 317-00041305-000 317-00041307-000 317-00041309-000 6 80-100 95-105 3 4 4.40-4.50 6 317-00045005-000 317-00045007-000 317-00045009-000 6 100 112-114 3 4' 4.40-4.80 6 317-00048005-000 317-00048007-000 317-00048009-000 6 100 112-122 3 4-5 5.00-5.63 6 317-00056305-000 317-00056307.000 317-00056309-000 6 100-125 121-143 3 6 5.94-6.70 6 317-00066305-000 317-00066307-000 317-00066309-000 4 150 151-170 3 6' 5.94-6.90 6 317-00069005-000 317-00069007-000 317-00069009-000 4 150 151-175 3 6 6.84-7.60 7 317-00076005-000 317-00076007-000 317-00076009-000 4 150 174-193 3 6-8 7.69-8.72 8 317-00087205-000 317-00087207-000 317-00087209-000 4 150-200 195-221 4 6-8' 7.69-9.05 8 317-00090505-000 317-00090507-000 317-00090509-000 4 150-200 195-230 4 8-10 8.54-10.10 8 317-00101005-000 317-00101007-000 317-00101009-000 4 200-250 217-256 4 10' 10.75-11.10 9 317-00111005-000 317-00111007-000 317-00111009-000 4 250 273-282 4 10-12' 10.64-12.12 10 317-00121205-000 317-00121207-000 317-00121209-000 4 250-300 271-307 4 12' 12.75-13.20 10 317-00132005-000 317-00132007-000 317-00132009-000 4 300 324-335 7 12-14 12.62-14.32 15 317-00143205-000 317-00143207-000 317-00143209-000 4 300-350 321-363 7 12-14 14.73-15.65 18 317-00156505-000 317-00156507-000 317-00156509-000 1 300-350 375-397 8 14-16 15.95-17.25 19 317-00172505-000 317-00172507-000 317-00172509-000 1 350-400 406-438 9 16 17.25-17.80 19 317-00178005-000 317-00178007-000 317-00178009-000 1 410 438-452 9 16-18 17.40-18.88 19 317-00188805-000 317-00188807-000 317-00188809-000 1 400-450 442-479 9 18' 19.38-19.68 19 317-00195005-000 317-00195007-000 317-00195009-000 1 450 492-500 9 20' 21.55-21.65 19 317-00216005-000 317-00216007-000 317-00216009-000 1 500 547-550 9 24 25.75-25.85 30 317-00258005-000 317-00258007-000 317-00258009-000 1 600 654-657 9 When properly sized from the factory, this product (denoted by') meets the requirements listed in the Uni-Bell PVC Pipe Association's "Handbook of PVC Pipe" and In the AWWA's "Manual M23: PVC Pipe Design and Installation.' 11/4", 11/2" and 2" CC Taps 'Sized for use on C900 PVC Pipe z r ;MOM. .'SIZES r INCHES STANDARD O.D.:: a1f RANGE aEACH INCHES � ng�l.BS CATALOG NUMBER CTN.# QTY METRIC 1-1/4" CC/32 MM 1-1 /2" CC/40 MM 2' CC/50 MM °, 3` NOM SIZEMM vrOD RANGE rMM '4 lAlT EACH KG.x 2 2.35-2.56 3 317-00025611-000 - - 6 50 60-65 1 3 2.97-3.54 5 317-00035411-000 317-00035413-000 - 6 80 76-89 2 3-4 3.74-4.13 8 317-00041311-000 317-00041313-000 317-00041315-000 6 80-100 95-105 3 4 4.40-4.50 9 317-00045011-000 317-00045013-000 317-00045015-000 6 100 112-114 3 4* 4.40-4.80 9 317-00048011-000 317-00048013-000 317-00048015-000 6 100 112-122 3 4-5 5.00-5.14 9 317-00051411-000 317-00051413-000 317-00051415-000 6 100-125 120-130 3 4-5 5.00-5.63 9 317-00056311-000 317-00056313-000 317-00056315-000 6 100-125 121-143 4 6 5.94-6.70 9 317-00066311-000 317-00066313-000 317-00066315-000 4 150 151-170 4 6' 5.94-6.90 9 317-00069011-000 317-00069013-000 317-00069015-000 4 150 151-175 4 6 6.84-7.60 8 317-00076011-000 317-00076013-000 317-00076015-000 4 150 174-193 4 6-8 7.69-8.72 11 317-00087211-000 317-00087213-000 317-00087215-000 4 150-200 195-221 5 6-8" 7.64-9.05 11 317-00090511-000 317-00090513-000 317-00090515-000 4 150-200 195-230 5 8-10 8.54-10.10 9 317-00101011-000 317-00101013-000 317-00101015-000 4 200-250 217-256 4 10' 10.75-11.10 11 317-00111011-000 317-00111013-000 317-00111015-000 4 250 273-282 4 10-12 10.64-12.12 11 317-00121211-000 317-00121213-000 317-00121215-000 4 250-300 271-307 5 12' 12.75-13.20 14 317-00132011-000 317-00132013-000 317-00132015-000 4 300 324-335 6 12-14 12.62-14.32 14 317-00143211-000 317-00143213-000 317-00143215-000 4 300-350 321-363 6 12-14 14.73-15.65 18 317-00156511-000 317-00156513-000 317-00156515-000 1 300-350 375-397 14-16 15.95-17.25 19 317-00172511-000 317-00172513-000 317-00172515-000 1 350-400 406-438 16 17.25-17.80 19 317-00178011-000 317-00178013-000 317-00178015-000 1 410 438-452 16-18 17.40-18.88 19 317-00188811-000 317-00188813-000 317-00188815-000 1 400-450 442-479 18' 19.38-19.68 19 317-00195011-000 317-00195013-000 317-00195015-000 1 450 492-500 20' 21.55-21.65 19 317-00216011-000 317-00216013-000 317-00216015-000 1 500 547-500 24" 25.75-25.85 30 317-00258011-000 317-00258013-000 317-00258015-000 1 600 654-657 When properly sized from the factory, this product (denoted by') meets the requirements listed in the Uni-Bell PVC Pipe Association's "Handbook of PVC Pipe" and in the AWWA's "Manual M23: PVC Pipe Design and Installation." Smith -Blair, Inc.1 Texarkana. Arkansas! smith-blaiccom [Customer Service 800.643.9705 or 870.773.51271 Fax 800.648.67921 After Hours 903.277.9398 126 SUBMITTAL INFORMATION Ballcorp Corporation Stops - (FB1000 xx-NL style) ATh AWWA/CC TAPER THREAD INLET BY PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) OUTLET Molded EPDM rubber seat with reinforcing ring supports the ball Solid one piece tee -head and stem Dual EPDM O -rings in the stem AWWA/CC Taper Thread Body Outlet Threads Beveled EPDM rubber gasket provides hydraulic seal Integral clamp contains machined grooves for axial restraint Pack Joint Nut Inlet Image shown above is an FB1000-4-NL Stainless steel screw activates clamp Anti -friction washer Fluorocarbon -coated brass ball VALVE SIZE INLET SIZE OUTLET SIZE VALVE LENGTH BODY OUTLET THREADS APPROX. WT. Les PART NUMBER ✓ SUBMITTED ITEMS) 3/4" 3/4" 3/4" 4-19/64" 3/4" Flare Copper 2.1 FB1000-3-NL 3/4" 314" 1" 4-7/16" 1" Flare Copper 2.1 FB1000-34-NL 1" 1" 1" 4-1/2" 1" Flare Copper 2.6 FB1000-4-NL 1" 1" 1-1/4" 4-5/16" 1-1/4" Flare Copper 2.8 FB1000-45-NL 1-1/4" 1-1/4" 1-1/4" 5-25/32" 1-1/4" Flare Copper 4.6 FB1000-5-NL 1-1/2" 1-1/2" 1-1/2" 6-13/32" 1-1/2" Flare Copper 6.3 FB1000-6-NL 1-1/2" 1-1/2" 2" 6-29164" 2" Flare Copper 7.4 FB1000-67-NL 2" 2" 2" 7-1/2" 2" Flare Copper 11.5 FB1000-7-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Ends are integral or secured with adhesive to prevent unintentional disassembly • 300 PSI working pressure The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify tha your product information is current. The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 09/24/14 Submitted By: SUBMITTAL INFORMATION Ball Valve Curb Stop - (B41 -444W -NL style) PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET BY FEMALE IRON PIPE THREAD OUTLET Solid one piece tee -head and stem Sturdy stops allow 90° motion and are enclosed and protected Padlock Wing EPDM rubber seats support the ball A snap ring locks the stem into the body of the valve EPDM O -rings in the stem Integral clamp contains machined grooves for axial restraint Female Iron Pipe Threads Stainless steel screw activates clamp Pack Joint Nut Anti -Friction washer Beveled EPDM rubber gasket provides hydraulic seal Fluorocarbon -coated brass ball VALVE SIZE 1" INLET SIZE OUTLET SIZE LENGTH APPROX. WT. LBS PART NUMBER ✓ SUBMITTED ITEM(S) 1" 1" 3-37/64" 2.4 B41 -444W -NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. "Available with Padlock Wing only WAUR QUALITY FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (UNS NO C89833) • Brass Components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B-584, UNS C83600-85-5-5) • The product has the letters "NL" cast into the main body for proper identification • UL Classified to ANSI/NSF Standard 61 and Annex G • Valve is non -directional and is watertight with flow in either direction • Ends are integral or secured with adhesive to prevent unintentional disassembly • Hole for attaching curb box rod or handle is provided in tee -head • 300 PSI working pressure Optional full 360° tee -head rotation. Insert "R" into of part number The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, Including specifications, are subject to change without notice. Please verify tha your product information Is current. The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 11/29/11 Submitted By: SUBMITTAL INFORMATION Angle Key Meter Valves - (KV43-xxxW-NL style) PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) INLET BY METER SWIVEL NUT OUTLET Bronze pin securely locks the tee head to the inverted key Two phosphor bronze spring washers under the tee head reseat the key after tuming Bronze Snap Ring Drilled for Seal Wire Meter Coupling Thread EPDM Rubber Meter Gasket Sturdy stops allow 150" motion Padlock Wings for locking valve— in closed position Buna-N 0 -ring In the inverted key Beveled EPDM rubber gasket provides hydraulic seal Anti -Friction Washer Integral damp contains machined grooves for axial restraint Stainless steel screw activates clamp Pack Joint Nut 1,(-- Inlet --)1 l* Length > VALVE SIZE SERVICE LINE SIZE INLET METER SIZE OUTLET LENGTH HEIGHT APPROX. WT. LBS PART NUMBER ✓ SUBMITTED ITEM(S) 3/4" 3/4" 5/8" 1-11/16" 1-5/8" 1.4 KV43-331W-NL 3/4" 3/4" 5/8"x3/4" & 3/4" 1-11/16" 1-5/8" 1.6 KV43-332W-NL 3/4" 1" 5/8" 1-11/16" 2" 1.4 KV43-341W-NL 3/4" 1" 5/8"x3/4" & 3/4" 1-11/16" 2" 1.7 KV43-342W-NL "E-- 1" 1" 1" 1-15/16" 1-9/16" 2.1 KV43-444W-NL 1" Dbl. Locking 1' 1" 1-15/16" 1-9/16" 2.2 KV43-44411 NL 1" 1-1/4" 1" 1-15/16" 1-7/8" 2.7 KV43-454W-NL Note: Ford recommends using insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Padlock wing for locking the valve in a closed position. "WW' indicates double padlock wings for locking valve in open or closed position • Meets 100 PSI pressure requirement of AWWA Standard C800 The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify tha your product information is current. The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 10/11/16 Submitted By: SUBMITTAL INFORMATION Pack Joint Coupling - (C44-xx-NL style) PACK JOINT FOR COPPER OR PLASTIC TUBING (CTS) BOTH ENDS Pack Joint Nuts Beveled EPDM rubber gasket provides hydraulic seal Integral clamp contains machined grooves for axial restraint 1' Pack Joint Size T Pack Joint Size Stainless steel screw activates clamp Length Anti -Friction Washer DESCRIPTION LENGTH APPROX. WT. LBS PART NUMBER / SUBMITTED ITEM(S) P.J. FOR CTS P.J. FOR CTS 1/2" 1/2" 1-7/8" .7 C44 -11 -NL 1/2" 5/8" 2" .7 C44 -12 -NL 1/2" 3/4" 2" .8 C44 -13 -NL 1/2" 1" 2-5/16" .9 C44 -14 -NL 5/8" 5/8" 2-3/32" 1.0 C44 -22 -NL 5/8" 3/4" 2-3/32" 1.0 C44 -23 -NL 3/4" 3/4" 2-3/32" .9 C44 -33 -NL 3/4" 1" 2-1/8" 1.0 C44 -34 -NL 1" 1" 2-1/4" 1.1 C44 -44 -NL < 1" 1-1/4" 1-15/16" 1.5 C44 -45 -NL 1" 1-1/2" 2-5/8" 2.1 C44 -46 -NL 1-1/4" 1-1/4" 2-1/2" 1.5 C44 -55 -NL 1-1/4" 1-1/2" 3-1/4" 2.8 C44 -56 -NL 1-1/2" 1-1/2" 3-3/8" 3.0 C44 -66 -NL 1-1/2" 2" 2-15/32" 3.5 C44 -67 -NL 2" 2" 3-1/2" 4.5 C44 -77 -NL Note: Ford recommends using Insert stiffeners with plastic pipe or tubing. FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSF/ANSI Standard 61 and NSF/ANSI Standard 372 where applicable • Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM B62 and ASTM B584, UNS C83600, 85-5-5-5) • Sleeve design provides hexagonal wrench flats for proper installation The Ford Meter Box Company considers the information in this submittal form to be correct at the time of publication. Item and option availability, Including specifications, are subject to change without notice. Please verify tha your product information is current. The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 www.fordmeterbox.com 05/07/14 Submitted By: SUBMITTAL INFORMATION Stainless Steel Inserts - (Insert-xx style) STAINLESS STEEL INSERTS FOR POLYETHYLENE PIPE (PEP) OR TUBING (PET) Dimple Flange 70 Series For Polyethylene Pipe (PEP) CATALOG NUMBER NOMINAL SIZE PEP ID APPROX. WT. LBS.* STD. PKG. QTY. ✓ SUBMITTED ITEM(S) INSERT -71 3/4" 0.824 4.4 100 ** INSERT -53-72 1" 1.049 2.9 50 ♦** INSERT -53-72-Q 1" 1.049 2.9 50 50 INSERT -73 1-1/4" 1.380 5.8 75 50 INSERT -74 1-1/2" 1.610 5.5 45 25 INSERT -75 2" 2.067 9.7 50 40 50 series For Polyethylene Tubing (PET) CATALOG NUMBER NOMINAL SIZE PET ID APPROX. WT. LBS.* STD. PKG. QTY. ✓ SUBMITTED ITEM(S) INSERT -51 3/4" 0.681 4.8 200 INSERT -52 1" 0.875 4.2 100 ** INSERT -53-72 1-1/4" 1.069 2.9 50 •** INSERT53-72-Q 1-1/4" 1.069 2.9 50 INSERT -54 1-1/2" 1.263 3.1 25 INSERT -55 2" 1.653 6.0 40 ♦ INSERT 54-Q 1-1/2" 1.263 2.6 30 • INSERT -554 2" 1.653 5.8 50 *Weights for Insert stiffeners are for standard package quantities. *Insert -53 and -72 fit both 1-1/4" plastic tubing (1.069 I.D.) and 1" plastic pipe (1.0491.D.). • These inserts are specifically designed and required for Quick Joint fittings. They are not interchangeable with other Compression Fittings. FEATURES • Insert stiffeners conform to the AVWVA Standard C901 for Polyethylene (PE) Pressure Pipe and Tubing. • Insert stiffeners are solid 304 tubular stainless steel (ASTM 240-92B). • Dimpled and flanged to retain placement within the service line. • Key lock construction with a minimum of two key locks to maintain solid structural integrity. Note: Consult pipe or tubing manufacturer for specific installation requirements. Ford recommends using insert stiffeners when using plastic pipe or tubing. The Ford Meter Box Company considers the Information in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify tha your product information Is current. The Ford Meter Box Company, Inc. P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http://www.fordmeterbox.com 06/01/06 Submitted By: INDUSTRIES LLC SPECIFIED+AND(PREFERRED*WORLDWIDE 1160 Nicole Court Glendora, CA91740 800-735-5566 • 909-592-6272 Fax: 909-592-7971 www.carsonind.com Specification Grade 92" S Bandar 15-3/8" Optional Water Meter Reader L -Bolt Optional (See options Page tor details) 1-7/8" 16-7/8" Bolt Down Loc -Kirin (Patent Pending) See options Page for details FLUSH COVER Models: 1419-2 Hinged Cover 1419-3 Flush cover 1419-5 With plastic Reader 1419-6 With Cast Iron Reader T COVER Models: 1419-4 (L -Bolt Down Optional -Special Order) BODY Model: 1419-12 COLORS AVAILABLE: Green, Gray, Black, Tan or Violet / Lavender Note: For use in non -vehicular traffic situations only. We do not recommend installation in concrete or asphalt. Weights and dimensions may vary slightly. All information contained in this brochure was current at the time of printing. Because of Carson Industries' policy of ongoing research and development, the Company reserves the right to discontinue or update product Information without notice. Specification Grade d2 Standare Carson Industries, LLC 1160 Nicole Court Glendora, CA91740 800-735-5566 • 909-592-6272 Fax: 909-592-7971 wwwcarsonind.com HDPE Structural Foam RAW MATERIAL ASTM Test SPECIFICATIONS Material Property Method Typical Value' Type, Class, Category D 1248 III, A, 3 Density, g/ cm3 D 1505 0.950 min., not to exceed 0.965 Tensile Strength, at break, psi D 638 3,000 to 4,400 Elongation, at break, % D 638 400 Tensile Impact, ft-lb/in2 D 1822 27 Flexural Modulus, psi D 790 120,000 min., not to exceed 240,000 Low Temperature Brittleness, D 746 <-76 F50, at°C Hardness, Shore D D 2240 66 Deflection Temperature, at 66 psi D 648 150° min., not to exceed 200° Electrical Dielectric Strength, V/mil D 149 400 min., not to exceed 600 Molded Product2 Chemical Resistance D 543 Very Resistant Water Absorption D 570 Less than 1% weight change 'The values listed for physical property measurements are nominal values only. Certain physical property measurements are subject to variations consistent with the test methods and are within a generally accepted range for such values. 2Test reports available on request. 12/18/02 SHIPPING INFORMATION All information contained in this brochure was current at the time of printing. Because of Carson Industries' policy of ongoing research and development, the Company reserves the right to discontinue or update product information without notice. Weight 1419-2,-3, -4, -5, Covers 3 lbs. 1419-6, Covers 4.6 lbs. 1419-12 Body 7 lbs. Shipping Configuration 1419-12: Unit, 78 assemblies = 58.5 cu. ft.; 860.0 lbs. EndoPure .. The ONLY High Density Polyethylene Pipe specially engineered for the water industry. ENDOT EndoPure. On the outside, it's blue, color coded for the coming industry standard; on the inside it's completely natural; overall it's the purest polyethylene, so it's: Lead Free, Chlorine Free and Solvent Free. EndoPure comes ENDOT sealed with our special crimping process to ensure that it remains impurity free. Guaranteed. For your next project, make it ENDOT'S EndoPure ... and make it as perfect as possible. ENDOT Industries backs EndoPure with a certificate of purity in addition to a lifetime Warranty, including the most liberal cost of replacement provisions. (See Warranty for Details) APPLICABLE STANDARDS (MATERIAL & DIMENSIONAL) ENDOT EndoPure meets the specifications of NSF -14, AWWA C901 plus the following standards: Material Standards PE 3408/PE 4710 EN ASTM 03350 - Cell Classification UV Stabilized Clear Center - 445574D UV Stabilized Blue Exterior - 445574E ASTM D1505 - Density .949 g/cc ASTM D1238 - Melt Index >0.08 g/10 min ASTM D638 - Tensile Strength >3600psi ASTM D638 - Elongation >740% ASTM D2837 - Hydrostatic Design Basis 1600psi @ 20°C ASTM D790 - Flexural Modulus 150,000psi ASTM D746 - Brittleness Temp. <-103°F ASTM D1693 - Slow Crack Growth Pent >4000 hours Dimensional Standards ASTM D2239 - SIDR - Iron Pipe Size (IPS), Controlled Inside Diameter ASTM D2737 - SODR - Copper Tube Size (CTS), Controlled Outside Diameter ASTM D3035 - DR - Iron Pipe Size (IPS), Controlled Outside Diameter For your next project, make it EndoPure ... and make it as pure as possible! For the latest information on products and services, visit our World Wide Web home page: www.endot.com e-mail: info@endot.com ENDOT INDUSTRIES, INC. www.endot.com • e-mail: info@endot.com letsilTUTI OCORPORATE HEADQUARTERS • 60 Green Pond Road, Rockaway, NJ 07866.800-443-6368 • FAX 973-625-4087 r OHIO OPERATIONS • 739 County Road 1, South Point, OH 45680 • 800-345-3990 • FAX 740-377-9844 TENNESSEE OPERATIONS • 400 Bohannon Avenue, Greeneville, TN 37745. 800-438-5851 • FAX 423-639-3722 OKLAHOMA OPERATIONS • 2615 OK State Highway 69A, MidAmerica Industrial Park, Pryor Creek, OK 74361 800-44ENDOT • FAX 973-625-4087 9/06 2.5M .. .. j'-..r:'F=�t.,Sxt�aR;�,v'?'�..4'�� c:: c'_+-er✓t.��l,�X*5+ r �.: �Lf.�i,:�, >ri.. .f: ., .. . ow•wcxer To Our Valued Customer: We hereby certify that to the best of our knowledge and belief the S.A. brand lead free brass fittings manufactured by Siam Fittings Co. Bangkok, Thailand and distributed by Merit Brass Company comply with the following standards: Please consider this letter official notification that all Siam (SA) brand fittings marked LF -SA meet the requirements of California Health & Safety Code 116875 (AB1953), Vermont Act 193 and are certified by NSF to NSF/ANSI 61 Annex G. Sincerely, MERIT BRASS COMPANY Marc Schlessinger President P.O. Box 43127 • One Merit Drive • Cleveland. OH 44143 Phone: 216 261 9800 • Toll Free: 800 726 9800 • Fax: 800 726 9880 • www.meritbrass.com • www.mbwebXpress.com SPECIFICATIONS DIMENSION ANSI/ASME B 16.14,B 15.15,B 16.18 MSS-SP-106(Flanges) A-A-59617(Union) THREADS ANSI/ASME B 1.20.1 MATERIAL ASTM 584-06a(C89833)LEAD FREE Cu= 87.0-91.0% Sn= 4.0-6.0% Pb= 0,10% (Max.) Zn— 2.0-4.0% Ni= 1.0% (Max.) P= 0.05% (Max.) Si= 0.005% (Max.) Al= 0.005% (Max.) S= 0.08% (Max.) Fe= 0.3% (Max.) Sb= 0.25% (Max.) Bi- 1.7-2.7% Please consider this letter official notification that all Siam (SA) brand fittings marked LF -SA meet the requirements of California Health & Safety Code 116875 (AB1953), Vermont Act 193 and are certified by NSF to NSF/ANSI 61 Annex G. Sincerely, MERIT BRASS COMPANY Marc Schlessinger President P.O. Box 43127 • One Merit Drive • Cleveland. OH 44143 Phone: 216 261 9800 • Toll Free: 800 726 9800 • Fax: 800 726 9880 • www.meritbrass.com • www.mbwebXpress.com Products — Star Quarries Page 1 of 2 STARQUARRES Reviewed By Seminole Design -Build, qnc. rolr'"="r ! MATERIAL •, V__ DESCRIPTION Lime Rock Base (FDOT Code 01) 3" MINUS CRUSHED BASE ROCK Shell Rock Base (FDOT Code 11) 2" MINUS SCREENED BASE ROCK 2" Minus Commercial Base 2" MINUS SCREENED BASE ROCK • Commercial Screenings ; MINUS 3/16" MANUFACTURED CONCRETE • SAND 1 -11 -1 -in • //el-ra art, 1 n yr; sac, rori-vi trvirnti ref ci/ c/111/1(111 , Products — Star Quarries Page 2 of 2 Commercial 57 Stone 1" TO 3/8" WASHED LIMESTONE STONE Commercial 89 Stone 3/8" TO 3/16" WASHED LIMESTONE STONE Commercial 4 Stone 2/4" TO 1 1/2" WASHED LIMESTONE Ballast Stone 2" TO 3" DRY SCREENED LIMESTONE Bank & Shore Riprap (FDOT Code 32) 10" TO 24" LIMESTONE RIPRAP Ditchline Riprap (FDOT Code 33) 4" TO 12" LIMESTONE RIPRAP Bedding Stone (FDOT Code 30) 1" TO 10" LIMESTONE BEDDING USACOE/SFWMD Spec Bedding Gabion Stone (FDOT Code 34) Pit Rock Lawn Sand Type B Riprap * Notes: 3" TO 6" DRY SCREENED LIMESTONE SHOT AND DUG LIMESTONE 10" MINUS FINE WASHOUT SAND FROM AGG PLANT 9" TO 18" LIMESTONE RIPRAP 1. All prices based on Availability 2. Materials with specific gradation requirements may be produced upon request. 3. Prices do not include sales tax or delivery. 4. Quantity discounts are available. Please contact Ben Kincaid @ (954) 275-8006 if you have any questions. ► Contact Us! © Copyright - Star Quarries einn lnniP7 Patty Burnette From: Cindy Barcia <dnunez@sdbteam.com> Sent: Wednesday, May 31, 2017 10:24 AM To: smatthes@ct-eng.com Cc: Patty Burnette; David Allen; Marcos Montes De Oca; 'Billy White' Subject: PW 01-00-02-17 Centennial Park Storm Water Improvements Project Submittals Attachments: Cenntenial ACI submittals - 3.pdf; Centennial Contec Submittals - 4.pdf Please see the attached submittals for your approval. Office Manager Seminole Design -Build, Inc. 401 SW 2nd Street, Okeechobee, FL 34974 (Office)863-467-1115 (Fax1863-824-3327 dnunez@sdbteam.com 1 AMERiCAN �` 8 ~8 ' INC.��U�� ^�� o��U��/ n 350 NORTH ROCK ROAD FORT PIERCE, FLORIDA 34945 772-464-1187 • FAX (772) 595-9050 TAYLOR CREEK CENTENNIAL PARK OKEECHOBEE, FLORIDA ENGINEER: CULPEPPER & TERPENING CONTRACTOR: B & B SITE DEVELOPMENT, INC, MAY 24, 2017 Reviewed By Seminole Design -Budd, Inc. A Lcr. N N) to AMERICAN CONCRETE INdUSTRIES, INC. 350 North Rock Road / Fort Pierce, Florida 34945 (772) 464 1187 fax (772) 595-9050 36" Design Notes: 1.6" 24" 16" Eye Bolt & Chain 24" Plan View Grate #6212 24"0 Hole Up 2" For 15" AOS Up 6r #4 © 12" 0.C.E.W. Or Equal #4 Bars ® 12" 0.C.E.W. Section A—A 1. All concrete hos a minimum compressive strength of 4000 psi at 28 days. 2. Type II Cement. 3. Reinforcing steel is Grade 60 rebar with 2" minimum cover unless noted otherwise. Conforms with Index 201 and 232. 4. Lifting holes taper from 2 1/2"0 to 2"0. 5. All pipe openings shall receive 1 — extra #4 bar each side & above pipe opening. Bars to hove 1 1/2" min. hole clearance. Side bars to overlap top bars 3" min. Top bar to overlop side bars min. 6". Corner holes shall have 4 extra #4 bors above the hole (continuous around corner evenly spaced). Tie to the outside of vertical wall reinforcement. Grate: 17.30 N. Inv: S. Inv: 14.32 E. Inv: W. Inv: Bottom: 13.78 TYPE "C" INLET 0'-15' Taylor Creek Centennial Park Okeechobee Weight: 3,850 lbs F m i' M CD AMERICAN CONCRETE INdUSTRIES, INC. 28" Tall X 35" Wide Hole Up 2" For 18" ADS Up 7" 36" 350 North Rock Road / Fort Pierce, Florida 34945 (772) 464 1187 fax (772) 595-9050 6" 24" 6" Qesign Notes: 1. All concrete has o minimum compressive 20"0 Hole Up 4" strength of 4000 psi at 28 days, For 12" AOS Up 8" 34"0 Hole Up 2" For 24" ADS Up 7" 1.1 28"T X 35"W T Plan View Grate #6212 L J/ 3" CL. j,/ Bock ' / 20.'0 /�% / /// /I -t #4 Bors ® 12" 0.C.E.W J 0 Section A—A #4 0 12" 0.C.E.W. Or Equal 34"0 2. Type II Cement. 3. Reinforcing steel is Grade 60 rebar with 2" minimum cover unless noted otherwise, Conforms with Index 201 and 232. 4. Lifting holes toper from 2 1/2"0 to 2"0. 5. All pipe openings shall receive 1 — extra #4 bar each side & obove pipe opening. Bars to have 1 1/2" min. hole clearance. Side bars to overlap top bars 3" min. Top bar to overlap side bars min. 6". Corner holes shall hove 4 extra #4 bars above the hole (continuous around corner evenly spaced). Tie to the outside of vertical wall reinforcement. Grate: 16.68 NW. Inv: 14.00 S. Inv: 14.00 E. Inv: 14.10 W. Inv: Bottom: 13.42 SD -04 TYPE "C" INLET 0'-15' Taylor Creek Centennial Park Okeechobee Weight: 2,700 lbs #4 Hoop Bor Diagonol #7 Bars On Top of Mot #3 @ 6" O.C.E.W. #5 Hoop Bar-. N 3" AMERICAN CONCRETE INdUSTRIES, INC. 350 North Rock Road / Fort Pierce, Florida 34945 (772) 464 1187 fax (772) 595-9050 #4 Hoop Bor 'Note: Due to shallow pipe all brick adjustment has been eliminated. US Foundry 0170-E "STORM" Ring and Cover c ---Brick to Grade By Contractor 00 00 24"0 0' 34"0 134' 224-- 34"0 24"34"4 20"0 N 2" Cl. 5" #3 @ 6" O.C.E.W. 48"0 224' 0' 58"0 64"0 Section A—A Diagonal #7 Bars On Top of Mot #5 Hoop Bar Two Additional #3 Bars @ 5" 0.C. 3x8 W3.0/W2.0 Welded Wire Reinforcement "7-------34"0 Hole Up 1" For 24" RCP Up 7" Hole Up 1" For 24" ADS Up 7" 134' 20"0 Hole Up 4" For 12" ADS Up 8" CD -07 Plon View Design Notes; 1. All concrete hos a minimum compressive strength of 4000 psi of 28 days. 2. Type II Cement. 3. Reinforcing steel is Grode 60 rebor with 2" minimum cover unless noted otherwise. Conforms with DOT index 200, 201 and ASTM C478. 4. Lifting holes toper from 2 1/2"0 to 2"0. 5. All holes to receive one extra #4 bor each side of opening and two extra #4 burs at 3" min. spacing above opening, inside layer. Rim: 17.64 N. Inv: 14.00 S. Inv: E. Inv: 14.10 SW. Inv: 14.00 Bottom: 13.42 Top Slob Wt: Riser Wt: Bose Wt: 4'0 P-7 Drainage Manhole (0'-19') Taylor Creek Centennial Park Okeechobee 2,100 lbs 0 lbs 3,400 lbs AMERICAN CONCRETE INdUSTRiES, INC. 350 North Rock Road / Fort Pierce, Florida 34945 (772) 464 1187 fax (772) 595-9050 'Note: All adjustment eliminated due to shallow pipe. Top of 18" RCP extends up into top slab 4". Please advise. US Foundry #170-E "STORM" Ring and Cover i n °o°o 1 24"0 •..ten �� (180' �� i x-, � 259' 36” 28„0 0` / In 50"l 3" Cl. l v v •-ry 0 I w 259' #3 @ 53" 0.C.E.W. 60"0 72"0 0" 0 0 Section A—A / 36" Toll x 50" Wide Hole Up 2" For 24"X38" ERCP Up 8" 25" Tall 180' X 36" Wide Hole Up 403" For 14"X23" ERCP Up 463" #3 1 53" 0.C.E.W. #5 Hoop Bor Diagonal #7 Bors On Top of Mat_ Two Additional #3 Bars © 5" 0.C. #4 Hoop Bor 3x8 W3.0/W2.0 Welded Wire Reinforcement Two Layers Plan View Design Notes: 1. All concrete has a minimum compressive strength of 4000 psi at 28 days. 2. Type II Cement. 3. Reinforcing steel is Grade 60 rebar with 2" minimum cover unless noted otherwise. Conforms with DOT index 200, 201 and ASTM C478. 4. Lifting holes taper from 2 1/2"0 to 2"0. 5. All holes to receive one extra #4 bar each side of opening and two extra #4 bars at 3" min. spacing above opening, inside layer. Rim: 17.28 N. Inv: 14.50 S. Inv: E. Inv: 11.28 W. Inv: 14.74 Bottom: 10.61 Top Slab Wt: 2,800 lbs 28"0 Hole Up 44r" SD -1 3 Riser Wt: 0 lbs For 18" RCP Up 493"" 5'0 Drainage Manhole Base Wt: 8,300 lbs (0'-15) Taylor Creek Centennial Park Okeechobee Two Extrc #3 Bars Beside Opening, Two Diagonal #7 Bars On Top of Mot AMERICAN CONCRETE INdUSTRIES, INC.. 350 North Rock Road / Fort Pierce, Florida 34945 (772) 464 1187 fax (772) 595-9050 Ntl�' 111th'\ #,4 Hoop Bar 406111.1111.1111111111111k #3 © 5i" 0.C.E.W. /11\\\1111$l11M/VA ""4111111i1111"411sm& L 1 iprr-an.usiiEma Nam Nun #5 Hoop Bar c Partial Plan View US Foundry #170—E "Storm" Ring and Cover Brick to Grade By Contractor 3x8 W3.0/W2.0 Welded Wire Reinforcement Two Layers 3" Cl. #3 0.C.E.W. 72"0 86"0 Section A—A I7 SD -14 0' Design Notes: 42"0 Hole Up 2" For 30" RCP Up 8" 87' 36" Tall X 50" Wide Hole Up 3" For 24"X38" ERCP Up 9" 1. All concrete hos a minimum compressive strength of 4000 psi at 28 days. 2. Type II Cement. 3. Reinforcing steel is Grade 60 mbar with 2" minimum cover unless noted otherwise. Conforms with DOT index 200. 201 and ASTM 0478. 4. Lifting holes toper from 2 1/2"0 to 2"0. 5. All holes to receive one extro #4 bar each side of opening and two extra #4 bars of 3" min. spacing above opening, inside layer. Rim: 17.12 N. Inv: — S. Inv: 10.34 E. Inv: W. Inv: 10.44 Bottom: 9.67 Top Slob Wt: Riser Wt: 4,200 lbs 0 lbs 6'0 Drainage Manhole Bose Wt: 12,450 lbs (0'-9') Taylor Creek Centennial Park Okeechobee AMERICAN CONCRETE INdUSTRIES, INC. 350 North Rock Road / Fort Pierce, Florida 34945 (772) 464 1187 fax (772) 595-9050 48" 6" 36" 6" 42"0 Hole Up 2" For 30" RCP Up 8" 0 'Cr) CD NI Plan View Grote #6290 } 42"0 �l T 3" CL. Back 42"0 #4 Bars @ 10" 0.C. Short Borsi� #4 Bars @ 12" 0.C. Long Bars 24"X24" d Weephole N Section A—A 1 0i Ta 42"0 Hole Up 3" For 30" RCP Up 9" 3"0 Bleeder Hole Up 754" i --- A i 3"0 #3 @ 574" 0.C. Horizontal #4 @ 12" 0.C. Vertical Or Equal (7.5'-10') Design Notes: 1. All concrete has a minimum compressive strength of 4000 psi at 28 doys. 2. Type II Cement. 3. Reinforcing steel is Grade 60 rebar with 2" minimum cover unless noted otherwise. Conforms with Index 201 and 232. 4. Lifting holes toper from 2 1/2"0 to 2"0. 5. All pipe openings shall receive 1 — extra #4 bar each side & above pipe opening. Bars to have 1 1/2" min. hole clearance. Side bors to overlap top bars 3" min. Top bar to overlop side bors min. 6". Corner holes shall have 4 extra #4 bars above the hole (continuous around corner evenly spaced). Tie to the outside of vertical wall reinforcement. Grote: 16.00 N. Inv: 8.45 S. Inv: 3" Bleeder E. Inv: 14.00 W. Inv: 8.35 Bottom: 7.68 Weight—Riser: 3,250 lbs SD -15 Weight: 7,100 lbs TYPE "E" CONTROL STRUCTURE (7.5'-10') or Creek Centennial Park Okeechobee 42"93 Hole Up 53" For 36" CMP Up 56"* 0 AMERICAN CONCRETE INdUSTRIES, INC. 350 North Rock Road / Fort Pierce, Florida 34945 (772) 464 1187 fax (772) 595-9050 48" 6" I 36" (6" 3" CL. Eye Bolt & Chain 24" \\ Pion Yew Grate #6290 #4 Bars 0 10" 0.C. Short Bors #4 Bors © 12" 0.C. Long Bars J U Section A—A 42" Tall X 42" Wide Hole Up 2" For 30" RCP Up 8" J #3 ® 5h" 0.C. Horizontal #4 © 12" 0.C. Vertical Or Equal (7.5-10') 42"T X 42"W SD -18 *Note: Existing South invert not provided, Elevotion 11.80 used for drawing, and was based on estimated invert. Engineer/Contractor to confirm or provide invert as well as confirming size and type of pipe, prior to costing of inlet. pesign Notes: 1. All concrete hos a minimum compressive strength of 4000 psi at 28 days. 2. Type II Cement. 3. Reinforcing steel is Grade 60 rebar with 2" minimum cover unless noted otherwise. Conforms with Index 201 and 232. 4. Lifting holes toper from 2 1/2"o to 2"0. 5. All pipe openings shall receive 1 — extra #4 bar each side & above pipe opening. Bars to have 1 1/2" min. hole cleorance. Side bars to overlap top bars 3" min. Top bar to overtop side bars min. 6". Corner holes shall have 4 extra #4 bars above the hole (continuous around corner evenly spaced). Tie to the outside of verticol wall reinforcement. Grate: 15.33 N. Inv: S. Inv: 11.80* E. Inv: 7.81 W. Inv: Bottom: 7.14 Weight—Riser: 5,550 lbs TYPE "E" INLET (7.5'-10') Taylor Creek Centennial Park Okeechobee Weight: 4,800 lbs Front 42"0 #4 Bars 0 10" 0.C. Short Bors #4 Bors © 12" 0.C. Long Bars J U Section A—A 42" Tall X 42" Wide Hole Up 2" For 30" RCP Up 8" J #3 ® 5h" 0.C. Horizontal #4 © 12" 0.C. Vertical Or Equal (7.5-10') 42"T X 42"W SD -18 *Note: Existing South invert not provided, Elevotion 11.80 used for drawing, and was based on estimated invert. Engineer/Contractor to confirm or provide invert as well as confirming size and type of pipe, prior to costing of inlet. pesign Notes: 1. All concrete hos a minimum compressive strength of 4000 psi at 28 days. 2. Type II Cement. 3. Reinforcing steel is Grade 60 rebar with 2" minimum cover unless noted otherwise. Conforms with Index 201 and 232. 4. Lifting holes toper from 2 1/2"o to 2"0. 5. All pipe openings shall receive 1 — extra #4 bar each side & above pipe opening. Bars to have 1 1/2" min. hole cleorance. Side bars to overlap top bars 3" min. Top bar to overtop side bars min. 6". Corner holes shall have 4 extra #4 bars above the hole (continuous around corner evenly spaced). Tie to the outside of verticol wall reinforcement. Grate: 15.33 N. Inv: S. Inv: 11.80* E. Inv: 7.81 W. Inv: Bottom: 7.14 Weight—Riser: 5,550 lbs TYPE "E" INLET (7.5'-10') Taylor Creek Centennial Park Okeechobee Weight: 4,800 lbs m m M lo AMERICAN CONCRETE INdUSTRIES, INC. 350 North Rock Road / Fort Pierce, Florida 34945 (772) 464 1187 fax (772) 595-9050 36" 6" , 24" 6" 24"0 Hole Up 3" For 15" ADS Up 7r Pion View Grote #6212 24"0 Hole Up 2" For 15" ADS Up 6r #4 ® 12" O.C.E.W. Or Equal #4 Bars ® 12" O.C.E.W. Section A—A Design Notes: 1. All concrete hos o minimum compressive strength of 4000 psi at 28 doys. 2. Type 11 Cement. 3. Reinforcing steel is Grade 60 rebor with 2" minimum cover unless noted otherwise. Conforms with Index 201 and 232. 4. Lifting holes taper from 2 1/2"s to 2"0. 5. All pipe openings shall receive 1 — extra #4 bar each side & above pipe opening. Bars to hove 1 1/2" min. hole clearance. Side bars to overlap top bars 3" min. Top bar to overlap side bars min. 6". Corner holes shall hove 4 extro #4 bars above the hole (continuous around corner evenly spaced). Tie to the outside of vertical wall reinforcement. Grate: 16.88 N. Inv: 14.28 S. Inv: 14.18 E. Inv: W. Inv: Bottom: 13.64 SD -19 TYPE "C" INLET 0'-15' Taylor Creek Centennial Park Okeechobee Weight: 3,400 lbs 23 3/4 1 1 /4 24 1/2 30 1/4 NOTES: 1- MATERIAL: ASTM -A48 CLASS 35B GRAY IRON. 2- RING WT: 150 LBS. APP. 3- COVER WT: 130 LBS. APP. (2) NON -PENETRATING PICKHOLES ❑ ❑ ❑ 0000❑❑❑ 0000❑❑❑ 0000❑❑❑❑❑ L C STORM 01:10000000 ❑ ❑ ❑ ❑ ❑ ❑ ❑ a❑❑❑❑❑❑ ❑❑❑ U.S. FOUNDRY & MFG. CORP. MEDLEY, FLORIDA USF 170 RING & "E" COVER D. BY: D B B SCALE: 1 /8"=1" DAlt7 /3 0 /9 7 CHK. BY: DWG. NO: A1588 REV: 28 36 1/2 !PAI-CJY'Y( U.S. FOUNDRIg MFG. CORP. DUMP NO WASTE DRAINS TO WATERWAYS AASHTO M306 CLASS 35B MAD I U.S.A USF 6212 -- 1 11/16 --- 1 1/8 '0U 2 2 5 1/4 --- 1 15/16 dU00 2 3/4 US FOUNDRY & MFG. CORP. 8351 NW 93rd Street, Medley. FL 33166-2025 ph: 1-800-432-9709: fax: 305-857-9429 www.usioundry.com • ')010 US Foundry & Mfg. Corp. AP Rigins Reserved USF 6212 GRATE LOAD CLASSIFICATION: Heavy Duty FLOW AREA.. 420 in' MATERIAL: ASTM—A4B GRAY IRON CLASS35B WCHT: Grote No: 8070113 265 SCAIF: 1 /8'=1" aATE:10-22-98 MAI BY :DBB UNLESS OTHERWSE NOTED WSGriT IS IN POUNDS AND APPROXIMATED REV: 1 DATE: 12-13-05 REV BY: ULS QUOTE# A1075 v Y O C0 �1 J 53 5/8 26 3/4 26 3/4 0.1 O ❑ z O 0- 'dL DO.”.i{Y V ANONOOd S'C ❑ ❑ ❑ 0 U.S. FOUNDRY & &IFG. CORP, P L } K 0 0 z z_ 0 0 U ❑ ❑ ❑ 0 MAO& IN U.S.A. 0 40 —2 1 --1 3/4 ---1 1 /4 3 1/4 1 7/81 I NOTE: 1— LOADING: HEAVY DUTY — Highway traffic loads. 2— 1 SET= 2 PCS. USF 6291. 1 7/8 US FOUNDRY & MFG. CORP. 8351 NW 93rd Street, Medley, FL 33160-2025 ph: 1-800-432-9709; fax: 305-887-9429 www. us foundry. corn 2010 US Foundry & Mfg. Corp. All Rights Reserved USF 6290 GRATE LOAD CLASSIFICATION: Heavy Duty FLOW AREA=850 in' MATERIAL: ASTM—A48 GRAY IRON CLASS358 KAT: Grote No: 8070263 680 1"'=1 .m1'12-13-05 MIN BY: ULS UNLESS OTHERWISE NOTED WEIGHT IS IN POUNDS AND APPROXIMATED REV- 1 DATE: 10-27-06 REV BY: NR QUOTE# 1 May 23, 2017 RE: Centennial Park Okeechobee, FL Submittal Package For Drainage Pipe / Storm Sewer System The following contains the submittal package with specifications for the drainage pipe/storm sewer system. The PVC drainage pipe will be used on this project. A-2000 is FDOT approved for a 100 year Design Service Life and widely used across the State of Florida. If you have any questions or need additional information, please contact us at numbers shown below. Tom Masterson, P.E. Regional Sales Engineer 561-723-2256 Office 727-541-2370 Fax Attachments: Specifications for A-2000 PVC Drainage Pipe Shop Drawing for A-2000 PVC Drainage Pipe A2000 Drainage Catalog FL DOT Approval Letter Pipe Certification Reviewed By Seminole Design -Build, Inc. 1 Florida Department of Transportation JEB BUSH GOVERNOR March 17, 2003 Bob Walker, P.E. Executive Director Uni-Bell PVC Pipe Association 2655 Villa Creek Drive, Suite 155 Dallas, Texas 75234 605 Suwannee Street Tallahassee, FL 32399-0450 Re: 100 -Year Service Life for F 949 PVC in Florida DOT Dear Mr. Walker: JOSE ABREU SECRETARY Based on information and analyses submitted by Contech, the Florida Department of Transportation is, effective immediately, assigning 100 -year service life to PVC meeting the requirements of ASTM F 949 and installed per our current FDOT specifications and Standard Indexes. This applies to pipe sizes up to and including 36", as referenced in ASTM F 949. Thus, F 949 PVC may be used for any applications in Florida except the following: 1. Gutter drains (required high n -value) 2. Installations experiencing ongoing direct sunlight, such as above ground, un -shaded installations and mitered end sections. Additional requirements beyond ASTM F 949 are as follows: 1. The pipe shall be manufactured from PVC compound having no less than 1.0 part of titanium dioxide per 100 parts of PVC resin, by weight. 2. Pipe shall be installed within 2 years from the date of manufacture. Pipe more than 2 years of age may not be used unless it can be demonstrated to the satisfaction of the Engineer that the pipe has been adequately protected from direct exposure to sunlight. Page 1 of 2 www.dot.state.fl.us The Department's Optional Pipe Handbook and other guidance documents will be updated to reflect this change. Meanwhile, this letter will suffice as documentation of approved 100 -year status as outlined above. The Department will implement this change in its design process in a manner that will not affect our production schedule. Most districts intend to implement this change within the 90% plans production process, but some minor variation may occur between districts. The Department will allow the appropriate substitution of F 949 PVC, per the design guidelines above, on a project -by -project basis on our active construction projects at no additional cost to the Department. cc: Sincerely, Rick Renna, PE State Drainage Engineer Florida Department of Transportation Brian Blanchard, PE, State Roadway Design Engineer Ananth Prasad, PE, State Construction Engineer District Drainage Engineers Rod Powers, Rick Kessler, SMO Contech Page 2 of 2 www.dot.state.fl.us JEB BUSH GOVERNOR ti Florida Department of Transportation State Materials Office • Materials Research Park 5007 NE 39th Avenue • Gainesville, FL 32609 Phone (352) 955-6600 • Fax (352) 955-6613 October 3, 2003 Mr, Gary Newton Plant Manager Contech Construction Products, Inc. 2700 Gunter Park Drive, West Montgomery, Alabama 36109 JOSE ABREU SECRETARY Dear Mr. Newton: Subject: Quality Control Plan and Source Approval for PVC Highway Drainage Pipe This is to advise you that you hereby approved as a manufacturer of PVC pipe products for use on Florida Department of Transportation projects. This approval is applicable only to your plant in Montgomery, Alabama. This approval is based on our previous inspection at your manufacturing facilities and your quality control plan submitted to this office electronically on September 29, 2003. This approval is effective immediately and will remain in effect so long as you are in full compliance with applicable specifications and your quality control plan. The Department maintains the right to conduct inspections at your manufacturing facility and to conduct tests and inspections on products delivered to our projects. Please note that a certificate of compliance with applicable specifications must accompany each shipment of your product to our projects. Additionally, each certification must contain the mean pipe inside diameter (inches) for each lot of pipe. The Department no longer conducts routine inspections of products at pipe manufacturing facilities. Acceptance of such products will be based on your quality control over your production and your certificate of compliance. The Department will make quarterly inspections to verify compliance with your quality control. Feel free to contact this office if we may be of further assistance. Yours truly, affaA homas 0. Malerk, P.E. State Materials Engineer TOM:rgp cc: Ananth Prasad Rodney Powers Steve Benak Charles Taylor C>a w��►ITCwlJ CONSTRUCTION PRODUCTS INC. coaU(PLV.awto CONSTIIUrnau raoouas To Whom It May Concern: 2700 Gunter Park Drive, Went Montgomery, Alabama 36108 This letter is to assure you that the A-2000 Drainage Pipe supplied to Contech Construction Products, Inc. customers will conform to the requirements of ASTM Designation F949. Furthermore, the PVC compound will have a minimum cell classification of 12454 as defined in ASTM D1784 -99a. The gasketed joints shall meet the performance requirements of ASTM D3212 and the gaskets shall meet ASTM F477. Sincerely, Gary Newton Plant Superintendent Montgomery, Alabama Standard Specification A-2000 PVC Drainage Pipe SCOPE: This specification covers the material, manufacturer, installation, and testing of A-2000 PVC drainage pipe. PIPE: Polyvinyl Chloride (PVC) storm sewer/drainage pipe and fittings shall be manufactured and tested in accordance with ASTM F949. MATERIAL AND DESIGN: The structural design of thermoplastic pipes shall be in accordance with AASHTO Standard Specifications for Highway Bridges: Section 18 titled: "Soil Thermoplastic Pipe Interaction Systems." To ensure long-term design strength properties, PVC pipe shall be manufactured from 12454 cell class material per ASTM D1784. Pipe and fittings shall have a minimum pipe stiffness of 46 lbs/in/in, when tested in accordance with ASTM D2412. JOINING SYSTEM: Joints shall be an integral bell-gasketed joint. When the joint is assembled, it shall prevent misalignment of adjacent pipes and form either a soil tight joint (2 psi hydrogen test per AASHTO Standard Specification for Highway Bridges, Section 26.4.2.4) or a watertight joint (10.8 psi test per ASTM D3212 titled: "Standard Specification for Joints for Drain and Sewer Pipes using Flexible Elastomeric Seals") as required. INSTALLATION: Thermoplastic pipe and fittings shall be installed in strict accordance with ASTM D2321. A-2000 PVC DRAINAGE PIPE a STANDARD LAYING LENGTHS 4" thru 10" Diameters = 12' — 6" 12" thru 36" Diameters = 20' — 0" NOMINAL DIAMETERS (in.) AVERAGE 0.0. (in.) AVERAGE I.D. (in.) MINIMUM PIPE STIFFNESS (lbs./in/in) MINIMUM FLATTENING (%) 4 4.3 3.9 46 60 6 6.4 5.9 46 . 60 8 8.6 7.9 46 60 10 10.8 9.8 46 • 60 12 12.8 11.7 46 60 15 15.7 14.3 46 "--60 18 -19.2 17.6 _ 46 60 21 22.6 20.7 46 60 24 25.6 23.5 46 60 30 32.2 29.5 46 60 36 38.7 - 35.5 46 60 SPECIFICATION SCOPE: This specification includes materials, test methods and installation requirements for 4 to 36 -inch diameter polyvinyl chloride (PVC) corrugated pipe with a smooth interior. The requirements of this specification are intended to provide pipe and fittings suitable for underground use in non -pressure applications such as sanitary sewers, storm sewers, drainage and underdrains. PIPE: PVC corrugated pipe with a smooth interior shall conform to the requirements of ASTM Designation F949-96 (or latest revision). Pipe and fittings shall be homogeneous throughout and free from visible cracks, holes, foreign inclusions or other injurious defects. The pipe shall be made of PVC compound having a minimum cell classification of 12454B as defined in ASTM Specification D1784. FITTINGS: All fittings for PVC corrugated sewer pipe with a smooth interior shall conform to ASTM F949-96 Section 5.2.3. To insure compatibility, the pipe manufacturer shall provide all fittings. JOINTS: All joints shall be made with integrally -formed bell and spigot gasketed connections. The manufacturer shall provide documentation showing no leakage when gasketed pipe joints are tested in accordance with ASTM Test Method D3212. Elastomeric seals (gaskets) shall meet the requirements of ASTM Designation F477. DRAINAGE SOLUTIONS A2OOOTM PVC Pipe for Storm Sewers and Drainage Drainage systems are required to meet multiple criteria. The choice of a particular material depends upon a number of factors; however, the best choice is the one that yields the best performance over the project life cycle. Thermoplastic Storm Sewer and Drainage Pipe In recent years, the use of thermoplastic pipe for stormwater drainage systems has gained wide acceptance—based upon performance and economic advantages when contrasted with more conventional drainage pipe materials. There are distinct differences between A-2000 Polyvinyl Chloride (PVC) drainage pipe and other drainage pipes that can affect overall pipe system performance. CONTECW A-2000 PVC Drainage Pipe: Available in Diameters 4"-36" and 13' or 20' lengths. Originally developed in the early 1980's, A-2000 has built an outstanding performance history that's setting the standard for gravity flow, sanitary sewer applications. The material advantages offered by PVC—plus the innovative, double wall design with the unique, patented gasketed joint system—makes A-2000 the ideal choice for stormwater drainage systems. Now you can have all of the advantages without the limitations of HDPE or reinforced concrete pipe. Compact A-2000 PVC profile is stable and not subject to local buckling like HDPE. 2 Strength A -2000's PVC compound provides 6 times greater long-term material stiffness as compared to HDPE drainage pipe materials. And A-2000 pipe, UNLIKE HDPE drainage pipe, has a minimum 46 pipe stiffness for ALL diameters. Minimum Specified Pipe Stiffness (73°) Better deflection control When compared to other thermoplastic pipes on the market, A-2000 stands up to the test. In fact, it comes out on top. When installed in accordance with ASTM D2321, A-2000 provides excellent shape control (performance). The difference between effective pipe stiffness of A-2000 and HDPE drainage pipe during construction on a summer day can result in A-2000 being as much as 3 TIMES STIFFER. This significant stiffness advantage, com- bined with PVC's lower strain sensitivity and temperature sensitivity, means A-2000 can be installed with conventional flexible pipe practice and not experience excessive shape distortions. \ Heights of Cover Based on research done under the National Cooperative Highway Research Program, AASHTO has revised its plastic pipe design methods. AASHTO Section 12 designs now include wall profile stability, soil arching and deflection as design considerations. Unstable wall profiles fail by local buckling rather than by ring compression or ring buckling. This research demonstrates that the A-2000 profile is stable while others, like those used for HDPE M294 pipe, are not. A comparison of cover heights using AASHTO design methodology and H2O live loading for A-2000 and a major manufacturer's HDPE M 294 pipe are summarized below. When selecting a system based on pipe stiffness, material strength and structural capability, A-2000 PVC far exceeds the performance characteristics of HDPE drainage pipe. 1 A-2000 vs. HDPE Heights of Cover PVC A-2000 - ASTM F949 1'-20' AIA, Al, A3 A2-4, A2-5 90) 1.5X0.0.+12" HDPE - AASHTO M294 21'-35' l'-11' Al A, Al, A3 AIA, Al, A3 95% 95"0 1.5XO.D.+12" 0.D.+36" 12'-20' AlA 21'-35' No Allowed 95% 3.0 x 0.D. 3 PVC materials used in the manufacture of gravity flow pipe offer excellent resistance to conventional corrosion and abrasion. In fact, profile wall PVC pipe has been shown to have better abrasion resistance than reinforced concrete pipe in side-by-side laboratory testing at California State University. PVC and HDPE do not provide equal long-term durability performance. Under loading or localized tensile stress, some grades of HDPE are subject to environmental stress cracking—also known as slow crack growth. Exhibited as premature rupture, this phenomenon can occur when stressed HDPE plastics are attacked by a reagent (even storm runoff) that causes cracking or rupture at stress levels well below design performance expectations. PVC pipe is not threatened by this type of cracking. When you consider durability and service life, A-2000 PVC far exceeds the performance characteristics of HDPE drainage pipe. (See the National Cooperative Highway Research Program study conducted by Drexel University, March, 1999: "HDPE Pipe: Recommended Material Specifications and Design Requirements".) 4 CONTECH A-2000 PVC far exceeds the durability and service life of HDPE drainage pipe. a h�I 11i( A-2000 vs. Concrete Pipe Thermoplastic pipes, with smoother interiors and fewer joints, reduce resistance to flow and are hydraulically more efficient than conventional (i.e., RCP) storm drainage pipe materials. Flow testing conducted in 2002 by the Utah Water Research Laboratory concluded A-2000 PVC Pipe, with its inner wall formed over a polished mandrel, has the lowest wall friction factor (Manning's "n" = .009) of any thermoplastic pipe available and offers real advantages compared to RCP (n = .012- .013). This added efficiency means A-2000 can be designed as a smaller and less expensive pipe, with less excavation due to flatter pipe slopes and less manhole/ junction box depth requirements. li A-2000 vs. HDPE Pipe Hydraulic tests performed at a major United States Water Research Laboratory led researchers to conclude that HDPE drainage pipe's "n" factor varied "depending upon the smoothness of the liners" and "the bonding of the liner to the corrugations made the pipe interior somewhat wavy." Once installed, HDPE pipe walls are subject to local buckling (NCHRP Report 438) and the measured waviness increases with load. Using the method derived to estimate the effective Manning's "n" factor, Manning's "n" values of 0.017.0.022 provide a more accurate representation of HDPE's hydraulic efficiency when in-service and under Toad. A-2000 PVC pipe, with its engineered, stable profile, is designed to NOT buckle. When you're selecting a system based on hydraulic efficiency, A-2000 PVC pipe far exceeds the performance limitations of HDPE and RCP drainage pipe. A-2000 PVC has a smooth, glossy interior for uninterrupted flow. The Need for Tight Joints Storm sewers have always presented special needs for tight jointing systems. Because of their function, they are subject to rapidly changing flow levels. The sudden rise and fall of flow levels leaves storm sewers susceptible to backfill migration into the sewer unless tight joints are used. This Toss of backfill reduces the soil support of the pipe and causes settlement at the surface. Where storm sewers are below the existing water table, water tight joints are needed to prevent infiltration and maintain storm sewer capacity. A -2000's long, 20 -feet lengths and soil/water tight joints dearly make it the preferred choice with regard to system tightness. In comparison, RCP has many joints—increasing the opportunity for soil infiltration and settlement. And with A-2000 you don't hove to specify special jointing requirements. Watertight gasketed joints are standard with A-2000. Handling and Installation A -2000's easy handling weight and the availability of up to 20 -feet lay lengths often result in reduced labor costs and more economical installation. Compared to heavy- weight and short -length RCP, A-2000 can be installed with greater ease and lower cost. And contrasted to HDPE, A-2000 hos added beam strength—which means better line and grade control, increasing crew efficiency. Plus, A-2000 requires less trench width, lowering excavation costs and speeding installation. The Performance Choice With the increasing demands on our drainage and storm sewer systems, products designed and proven to provide the best performance over the project life cycle ore needed. A-2000 PVC drainage pipe offers all of the initial cost advantages associated with thermoplastic pipe when compared with RCP but without the performance limitations of HDPE drainage pipe. There's no reason to compromise on performance—Select A-2000 PVC: The Best Storm Sewer and Drainage Pipe on the Planet. 6 CONTECH's A-2000 is lightweight and easy to handle. end Applications A-2000 for Roof Drainage Systems Managing large volumes of stormwater runoff from roof areas of industrial, commercial and warehouse facilities is more demanding than for most gravity -fed sewer systems. Additionally, intense rainfalls, combined with added build- ing height, can create hydrostatic pressures within the pipe, on the joints and other system components. To handle these requirements, you need the higher strength and joint tight- ness of A-2000 PVC drainage pipe. CONTECH's full line of readily -available adapters and fittings makes connecting downspouts and laterals simple. Because of the unique gasket and bell design, there is no field beveling required. A2- Liner Pipe for Trenchless Rehabilitation Renew the performance of your aging underground infrastructure with A2 Liner Pipe—the proven, trenchless solution to sliplining existing sewers and culverts. Using the double wall A-2000 design, CONTECH developed A2 Liner Pipe for sliplining deteriorating pipelines where open trenching is not practical or desirable. You can install A2 Liner Pipe in diameters ranging from 12"-36" and in lengths from 2.5' to 20'—speeding installation. And because of its light weight you can use smaller, less expensive equipment for installation—reducing costs. A-2000 Perforated Pipe For Subdrainage Systems CONTECH A-2000 offers several critical features and benefits that make it the performance choice for subsurface drainage systems: • 46 psi pipe stiffness For structural stability. • Glossy smooth interior for improved hydraulic capacity. • Double wall design that provides essential beam strength for improved line and grade control during installation. • Positive-gasketed jointing system. Standard perforations for 4"-18" diameters are slots, while perforations for pipe sizes 21 "-36" are circular 3/8" diameter (.375") holes. Fully perforated A-2000 is also available. 4 1.0621 x 0.031W 6 1.3751 x 0.031W 8 1.7501 x 0.031W 10 2.1871x0.031W 12 1.6871x0.051W 15 1.2501 x 0.051W IR 2.2501x0.051W 0.42 0.52 0.69 0.83 1.03 1.38 1 88 1.90 1.98 1.90 1.98 2.00 2.00 2.0 21 0.375 Diameter 1.60 3.30 24 0.375 Diameter 1.90 2.70 30 0.375 Diameter 2.32 2.20 36 0.315 Diameter 2.61 2.00 7 I 1 Constant Stiffness Thermoplastic Pipe 1.0 PIPE: Polyvinyl Chloride (PVC) storm sewer/drain pipe and fittings shall be manufactured and tested in accordance with ASTM F949. 2.0 MATERIAL AND DESIGN: The structural design of thermoplastic pipes shall be in accordance with AASHTO Section 12 titled: "Buried Structures and Tunnel Liners." To ensure long-term design strength properties, PVC pipe shall be manufactured from 12454 cell class material per ASTM D1784. Pipe and fittings shall have a minimum pipe stiffness of 46 lbs./in./in., when tested in accordance with ASTM D2412. CONTECH Construction Products Inc. provides site solutions for the civil engineering industry. CONTECH's portfolio includes bridges, drainage, sanitary sewer, stormwater and earth stabilization products. For more information, call one of CONTECH's Regional Offices located in the following cities: Ohio (Corporate Office) California (San Bernardino) Colorado (Denver) Florida (Tampa) Georgia (Atlanta) Indiana (Indianapolis) Kansas (Kansas City) Maryland (Baltimore) Ohio (Cincinnati) Oregon (Portland) Texas (Dallas) 513-645-7000 909.885-8800 303-431-8999 727-544-8811 770-409-0814 317-842.7766 913-906-9200 410-740-8490 513-645-7393 503-2583180 972-590-2000 Visit our web site: www.contech-cpi.com 800.338.1122 REV -7 5M 04/08 MC RECYCLED PAPER 3.0 JOINING SYSTEM: Joints shall be an integral bell-gasketed joint. When the joint is assembled, it shall prevent misalignment of adjacent pipes and form either a soil tight joint (2 psi hydrostatic test per AASHTO Standard Specification for Highway Bridges, Section 26.4.2.4) or a watertight joint (10.8 psi test per ASTM D3212 titled: "Standard Specification for Joints for Drain and Sewer Plastic Pipes using Flexible Elastomeric Seals') as required. 4.0 HYDRAULICS CAPACITY: The PVC Pipe covered in this section shall provide a Manning's "n" value of .009. 5.0 INSTALLATION: Thermoplastic pipe and fittings shall be installed in strict accordance with AASHTO Section 30 and AASHTO Section 12. Your Local Sales Office is: NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS AN EXPRESSED WARRANTY OR AN IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE. SEE CONTECH'S STANDARD QUOTATION OR ACKNOWLEDGEMENT FOR APPLICABLE WARRANTIES AND OTHER TERMS AND CONDITIONS OF SALE. r;J CONSTRUCTION )• =tore CONSTRUCTION PRODUCTS INC. 02008 CONTECH CONSTRUCTION PRODUCTS, INC. All rights reserved. Printed in USA. City Of Okeechobee 55 SE 3r Avenue Okeechobee Florida 34974 (863) 763-3372 www.cityofokeechobee.com Okeechobee City Council Mayor Watford Noel Chandler Mike O'Connor Gaty Ritter Monica Clark CITY OF OKEECHOBEE SHOP DRAWING REVIEW FORM Project : Centennial Park — Taylor Creek Shop Drawing Submittal No. 3 Accepted as Noted Not Accepted Amend and Resubmit Review Not Necessary Review and acceptance is only for conformance with design concept of the project and general compliance is with the information given in the contract documents Contractor is responsible for dimensions to be confirmed and correlated at the job site, for the information that pertains Soli to the fabrication processing or two techniques construction and for coordination of the work of all trades. Review and acceptance does not relieve the contractor from compliance with the contract drawings and specifications. All noted deviations shall be the responsibility of the contractor to verify and present to engineer and owner for review. Date: ,/l ///Y- 20 t %— INLET E_ 1TO' DESCRIPTION mos S'S T-0' 0005E01 (110 SNARL CHANGER SEALANT Ani'-'") 1 1 I Fi 1 1 i ? \ WTLET _ 1 _ ALwNUMNOR HATE . 11 r. I 1 I I 1 I 111 I 0 a 5 024" TYP. OF 3 PLAN VIEW CONTRACTOR TO GROUT TO CONTRACTOR TO PROVIDE FINISHED GRADE GRADE RNC4USER A A r -- ti FLOW RIM Fl EV. 15 5.A INLET 1109 07O' RCP (042" OPEMNO) j TOP AND SIEES,,, I SEALED TO VAULT 4 • 0. A PERTINENT POO. ELEV. NEIN AND ORIFICE PLATES ELEVATION VIEW '�1J171/F2' OUTLET P1PE 030' RCP (BAT OPENING) OU1bHOE TOP ELEV. 1215 INLET NV. ELEV. 102 16.0- ALUTAMN AWL CHOWDER•I DESCRIPTION INSTALLED SY 1 ALLYNU4 SWIRLC/IANBER 0005E01 1 SNARL CHANGER SEALANT CONTECH 1 A4ULINW ORIFICE PLATE ? \ I ALwNUMNOR HATE • s IO 1 BUTYL LUSTIG JOINT SEALANT CONTRACTOR 3 0144 rFJ 1416 0l0 /RAYAAMUGIVVLIL OR EGUNHENT CONTRACTOR BAFFLE P ALL -J SECTION A -A M•TERI.ts LIST• PRDVOED BY cONTEcH COUNT DESCRIPTION INSTALLED SY 1 ALLYNU4 SWIRLC/IANBER 0005E01 1 SNARL CHANGER SEALANT CONTECH 1 A4ULINW ORIFICE PLATE CON0E04 1 ALwNUMNOR HATE CONTEOI 1 BUTYL LUSTIG JOINT SEALANT CONTRACTOR 3 0144 rFJ 1416 0l0 /RAYAAMUGIVVLIL OR EGUNHENT CONTRACTOR -FLOWCONTROLWAIL ,MTEOESIGNDATA WATER WALLTY FLOW RATE NW CFO PEAR FLOW RATE 17.5 CFS RETURN PERIOD OF PEAK FLOW TM YRS 'GROUNDWATER ELEV. 'GA'C,ROU Lot • SEE NOTE 1 GENFRAL NO1E.q 1. CONTECH TO PROVIDE ALL WTEOIMS UPLESS NOTED OTHERWISE 2. FOR FABRICATION ORAWIAS N1114 DETAILED VA/AT DILENSIONSAP/DWIGHT. PLEASE CONTACT YOUR CONTECH REPRESENTATIVE rsva.CHiediESPMR a VORTEO/SNITER QUALITY VAULT SNAIL DE N ACCORDANCE WTI ALLDESIGN DATA AND INFORMATION COrtA0EO N TH5 DRAWING CON TRACTORTOCOFARIATHATST900TURE MEETS REOURBAFNTS OR PROJECT. 4 STRUCTURE SHALL UEET NUS LOM RATVGASSUSINQEARTH COVER OF IT AID GROUNDWATER ELEVATION AT. OR BELOW, 7-0" ABOVE STRUCTURE INERT ENGINEER Of RECORO TO PROVIDE ACTUALGROUNDARTFR ELEVATION. CASTINGS SHALL MEET MSHTO U706 LOAD RATING AND BE CAST PITH THE CONTECH LOGO. 5. NATER SURFACE ELEVATION N THE VORTEC HS STRUCTURE IS EMOTED TO BE AT OR BELOW TOP OF FLOW CONTROL WALL DURING THE DESIGN 5TORM 6. VORTE005 STRUCTURE SHALL BE PRECAST CONCRETE CON60RMNGTOASTI/ G457ALOPASHTO LOAD FACTOR DESIGN ME0I30. OUTLET IN, ELEV. 7.12 OUTSIDE 900045 FIR/ 116 a O < a 0 ¢ J 1- L0 It7WWU) 1 I.- W o W m W oU=F- r-YU} co uJ w000 rZ0 0 0 Q TAL T10N NOTES ANY RACNFBL OFPIHAMYORANIVFLOTATION PROVISIONS ARE SRE.SPECFIC DESIGN CON9DEIIA17O13 ANO SHALL SESPEC/REO BY ENGINEER OFRECORD.ECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT VIM SUFR43/00 UFTINDAND REACH CAPACITY TOUFT AND SET THE VORTECH/S STRUCTURE ;UPEND CLUTCIES PROVIDED). C. CONTRACTOR 113 INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE JONTS ANDASSEMDLE STRUCTURE 0. CONTRACTOR TO PROVIDE. INSTALL. AND GROUT PIPES. NET PIPE TO BE SET IP' TO STRUCTURE WAIL MATCH PIPE INVERTS WTH ELEVATIONS ROOM( AALIVIE CENTERLINES TO LIMON PIPE OPOING CENTERLINES. E CONTRACTOR TOPRONDE ANY EXTERNAL BYPASS STRUCTURE REQUIRED FOR OFFLINE LAYOUT UNLESS OTHERWSE 5000FTE0. F. CONTRACTOR TO FRONDE AND INSTALL/OAR/OLE RISERS. GRADE RINGS OR BLOOD REOU100000TMEEN TIE TOP OF THE VORTECHS STRUCTURE NA THE BASE OF THE WMIOLE FRAMES G. INSTALLATION/JO ASSFAIBLY NSTRUCTICNS AVNLAIRE UPON REQUEST. STRUCTLRENEIGHT APPRO./NATE HEAVESTPCK • 56000 LBS. OF 7 PIECES MAK FOOTPRINT • MIT Y 11.77 LA7J1. CLASS ROD CONTECH CONTRACT DRAWING PA.( NNW DOKE oc•wm ORA VRIaVa ARE 6 ORA ORA Ingo. l*wpm IMO 1 OF 1 A-pea.0 r- 0-17 V1600-3 V1610-3 Assembly (6) 7/8" DIA HOLES CUSTOM LOGO 1" DIA HANDUNG HOLE 1/2" / FLAT A FACE LETTERS PLAN VIEW 25 1/4" DIA (2) CLOSED PICKHOLES 3/8" SHARP FACE GOTHIC CUSTOMER PART NUMBER 3/8" SHARP FACE GOTHIC ..z,�zz�.,,�—L COVER SECTION 25 1/2" DIA 24" DIA 1 r ,1/2" J L 25 1/2" DIA 1 1/2" 1 1/2" 32 1/8" DIA RING SECTION Reviewed By Seminole Design -Build Inc. 3/4" 4" /R;\ lir A.tt ej rte /�r Product Number 41600389 Design Features -Materials Frame Gray Iron(CL35B) Cover Gray Iron (CL358) -Design Load Heavy Duty -Open Area Na -Coaling Undlpped -N/Designates Machined Surface Certification -ASTM A48 -Country of Odgin:USA Major Components 41600310 41600374 Drawing Revision 05102/2008 Designer. DEW 8/20/2017 Revised By: DAE Disclaimer WOldnlf 1DSJ4e) cementbnt (ardiot'mm) end LMN.Irit . We theai1�7MM 10 eml y sPWRa1b�"nt wtAaut oflof *. CONFIDENTIAL: Mt Ora*lou it WO aroCo T 01 EJ GROUP. Ire. and emWale, eaoedondal h!on*tdan reDluered marks. erent3. Dade W:terl i rtNlan. "0. k.w. naw nuu h a•a Pavony a1 EJ GROUP, Ire. C0Oryk/1 ^. M12 EJ GROUP. Ire. I r(erts nseno-J. Contact 800 828 4853 ejco.com kpa-a" -17-r? 7" 4 2 pr-}- SEMINOLE DESIGN -BUILD, INC. 401 SW 2nd STREET, OKEECHOBEE, FLORIDA 34974 863-467-1115 OFFICE March 07, 2018 Re: Termination of Employment of William "Billy" White Please be advised that the decision was made today March 7, 2018 to terminate the of Billy White as the Project Superintendent for Seminole Design -Build, Inc. Business will not be affected by this decision and will continue as normal, I do ask contact going forward be directed to Cynthia Barcia at dnunez@sdbteam.com, cell 447-3999. I apologize for any inconveniences that this situation may cause your organization. free to contact me personally if you have any concerns on the matter. Respectfully Submitted, Dewa iv.,4.3, David Nunez President Seminole Design -Build, Inc. Page 1 of 1 employment that all number 863 - Please feel Patty Burnette From: David Allen Sent: Thursday, March 08, 2018 6:57 AM To: Patty Burnette; Jackie Dunham Subject: FW: Notice of Termination Attachments: Termination Notice.pdf FYI From: dnunez@sdbteam.com [mailto:dnunez@sdbteam.com] Sent: Wednesday, March 07, 2018 4:01 PM To: 'Morgan Thomas'<mthomas@civilsurv.com>;'Wendell Mock' <wmock@civilsurv.com>; 'John Howie' <ihowle@civilsurv.com> Cc: 'Good, Brian' <Brian.Good@kimley-horn.com>; Donnie Oden <doden@co.okeechobee.fl.us>; Sheri Selvey <sselvey@co.okeechobee.fl.us>; David Allen<dallen@cityofokeechobee.com>;'John Hayford' <jhavford@ouafl.com>; 'Jamie Mullis' <imullis@ouafl.com>; Christine Miranda<christine.miranda@holtzconsulting.com>; 'Michelle Baughman' <bbsitedevelopmentinc@gmail.com>; Phil Baughman <skullhillsteel@yahoo.com> Subject: Notice of Termination Good afternoon, Please see the attached letter of employment termination. All email contact for Seminole Design -Build, Inc. should be through dnunez@sdbteam.com. All phone contact for Seminole Design -Build, Inc. should be through 863-447-3999, Cynthia Barcia. Thank you for the your attention in this matter. Dcut/ id. N Uwe President Seminole Design -Build, Inc. 401 SW 2"`r Street OIeec!io6ee, AFL 34974 dnunez@sdbteam.com 863-634-9657 1 FcccL J E' .i 2 ct c Culpepper & Terpening, Inc. (Form G810) Transmittal Letter 2980 S. 25th Street Fort Pierce, Florida 34982 Phone: (772) 464-3537 Fax: (772) 464-9497 www.ct-eng.com PROJECT: Taylor Creek Centennial Park Bid Plans TO: Mr. David Allen, Public Works Director City of Okeechobee 55 SE 3rd Avenue Okeechobee, Florida 34974 FROM: Stefan Matthes Culpepper & Terpening, Inc. 2980 South 25th Street Ft. Pierce, Florida, 34981 WE TRANSMIT: DAttached 0 Under Separate Cover PROJECT NO.: 14-024 DATE: 02/23/17 VIA: DFederal Express ❑Mail DE -mail [bland Delivery El Fax El Other FOR: THE FOLLOWING: ❑Approval/Action ❑ Information ❑Comment ❑ Distribution ❑✓ Use as requested ❑ Other ['Change Order 0 Computer Discs ['Digital Files 0 Drawings ['Payment Certificate 0 Prints ['Shop Drawings ❑ Specifications ['Copy of Letter ❑ Payment Application ❑ Plans ❑Submittals ['Other ITEM NO. NO. OF COPIES DOCUMENT DATE FORMAT DESCRIPTION 1 2 10 2/17/17 Plans Bid Sets 7 REMARKS: For your use in bidding the project Cc: AGENDA JANUARY 17, 2017 - REGULAR MEETING - PAGE 4 OF 7 91 COUNCIL ACTION • DISCUSSION • VOTE VIII. NEW BUSINESS CONTINUED B. Motion to approve a purchase through the Florida Sheriffs Association Vehicle Bid Process in the amount of $21,099.00 for a 2017 Dodge Charger - City Administrator (Exhibit 2). C. Motion to approve the purchase and installation of equipment in the amount of $2,142.00 for the new 2017 Dodge Charger - City Administrator (Exhibit 3). D. Motion to approve proposed Florida Department of Environmental Protection Agreement No. NS018, Okeechobee Centennial Park (Water Quality Improvement) - City Administrator (Exhibit 4). f; i • 11!,I + 1•1.!!J 11U Motion and second by Council Members O'Connor and Chandler to approve a purchase through the Florida Sheriff's Association Vehicle Bid Process in the amount of $21,099.00 for a 2017 Dodge Charger. Administrator MontesDeOca explained this item is combined with Item C below and that in October, 2016, the Council approved the purchase of police cars. The reason for the additional purchase is the truck previously used by Chief Davis has been transferred to the Public Works Department, removing the purchase of a new truck from the Public Works Budget. VOTE: WATFORD—YEA CHANDLER—YEA CLARK—YEA O'CONNOR—YEA RITTER—YEA MOTION CARRIED. Motion and second by Council Members O'Connor and Ritter to approve the purchase and installation of equipment in the amount of $2,142.00 for the new 2017 Dodge Charger. This item is combined with Item B above. There was a brief discussion on this item. VOTE: WATFORD — YEA CHANDLER — YEA CLARK—YEA O'CONNOR — YEA RITTER — YEA MOTION CARRIED. Motion and second by Council Members O'Connor and Ritter to approve proposed State of Florida Department of Environmental Protection (FDEP) Division of Water Restoration Assistance Grant Agreement No. NS018 (pursuant to Line Item 1641 of the Fiscal Year 2015-16 General Appropriations Act), for the Okeechobee Centennial Park Water Quality Improvement Project. The projected amount of the Water Quality Improvement Project is $367,260.00 with a maximum of $183,630.00 cost -reimbursement (or 50 percent) from the FDEP Water Restoration Assistance Grant. The project location is 701 Southeast 6th Avenue (1.950 unplatted acres). The project is described as follows: The City intends to upgrade the existing stormwater infrastructure with proposed improvements consisting of the construction of a 4 -foot by 8 -foot nutrient separating baffle box, bio-swale, removal and replacement of stormwater pipe (all subject to final engineering design). In addition to reducing nutrient Toads from existing residential runoff into the Taylor Creek Watershed, the project will reduce the amount of nutrient loads from the new community park. Runoff from surrounding yards and recreation fields will be treated on-site with a grassy swale infiltration system and then a nutrient separating baffle box, allowing time for nutrients to be filtered out of the runoff water through percolation instead of flowing directly into the creek. The existing outfall culvert located under the wastewater master lift station will be taken out of service. The time period for this project begins upon execution of contract and ends February 1, 2019. JANUARY 17, 2017 - REGULAR MEETING - PAGE 5 OF 7 AGENDA COUNCIL ACTION - DISCUSSION • VOTE VIII. NEW BUSINESS CONTINUED D. Motion to approve proposed Agreement No. NS018 continued. E. Motion to approve proposed South Florida Water Management District Agreement No. 4600003556, Okeechobee Centennial Park (Stormwater Drainage Construction) - City Administrator (Exhibit 5). F. Consider a request to extend the hours of alcohol sales - Anita Nunez (Exhibit 6). Administrator MontesDeOca explained Staff is waiting for one set of plans from Culpepper & Terpening (City Consulting Engineer) to send the project out for bid. Council Member Ritter asked questions relating to Tasks 4 and 5; it was explained the contractor would be responsible for these items relating to monitoring and quality control. However, in questioning how Task 6, Public Education, would be handled, Administrator MontesDeOca responded he would verify whether having signage on the site was sufficient. VOTE: WATFORD-YEA CHANDLER -YEA CLARK -YEA O'CONNOR-YEA RITTER-YEA MOTION CARRIED. Motion and second by Council Members Ritter and O'Connor to approve proposed South Florida Water Management District (SFWMD) Local Govemmental Agreement No. 4600003556 for the Okeechobee Centennial Park Stormwater Drainage Construction. The projected amount of the Stormwater Drainage Construction is $250,000.00 with a maximum of $175,000.00 cost -reimbursement from the SFWMD. The project location is 701 Southeast 6th Avenue (1.950 unplatted acres). The project is described as follows: The City shall construct a 4 -foot by 8 -foot nutrient separating baffle box, bio-swale, removal and replacement of a storm water pipe. The time period given under this agreement is from October 1, 2016, to October 31, 2018. Council Member Ritter expressed his excitement on getting the Centennial Park Project moving. This grant and the previous one were applied for by City Staff. VOTE: WATFORD-YEA CHANDLER -YEA CLARK -YEA O'CONNOR-YEA RrnER- YEA MOTION CARRIED. Ms. Anita Nunez recently acquired the restaurant, Parrott Island Grill, located at 1001 South Parrott Avenue, and requested the City Council consider amending Chapter 6 of the Code of Ordinances to allow for the sale of alcohol on Sundays starting at 11:00 a.m. She explained that City businesses are losing patrons on Sundays to those outside the City Limits as the County allows liquor, beer, and wine sales on Sundays starting at 1:00 p.m. Section 6-1 of the Code of Ordinances states the following: (a) Sale of liquor prohibited on Sunday. Except as otherwise provided in this section, it shall be unlawful for any person holding an alcoholic beverage license from the state division of alcoholic beverages and tobacco to serve, to sell, or cause to be sold, or to permit the sale, service or consumption of liquor, as defined in Florida Statute Chapter 565, but excluding beer and wine, between 2:00 a.m. Sunday, and 7:00 a.m. Monday. 306 OCTOBER 21, 2014 - REGULAR MEETING - PAGE 4 OF 15 AGENDA COUNCIL ACTION - DISCUSSION - VOTE VIII. CENTENNIAL UPDATE. A. Present the monthly update from the Centennial Celebration Ad Hoc Committee - JD Mixon, Chair (Exhibit 1). Centennial Celebration Ad Hoc Committee (CCAHC) Chairperson J.D. Mixon presented the monthly update to the Council and requested action on serval items as outlined in Exhibit 1: Item One: Motion and second by Council Members Watford and O'Connor to approve the 2015 Centennial sponsored events and activities as presented. The five events being: a Centennial Kick -Off Celebration to be held on Friday, January 9, in Flagler Park; the Mayor's Centennial Gala to be held Saturday, April 18, at the Silver Palms Club House; the Centennial Birthday Partv tentativelyplanned for Saturday, June 13: the Centennial HeritagelFounders Day Festival, tentativelvplanned for Saturday, October 10• and a Centennial Frolic (street dance and barbecue) to be held on Friday, December 11. The activities to date are: the 100 -Days Scavenger Hunt (via social media, #okeechobee100) that will be active from January 19 to June 4: the Centennial Historic Bus Tours sponsored by the Okeechobee Historical Society, tour dates are planned for January 24, April 11, June 20, September 19, and October 17; participation in the Okeechobee High School Kick -Off Classic Football Game and Athletic Booster Club Program. presenting Centennial Logo Patches for the football team and band members uniforms; the Time Capsule Burial Ceremony to be held in connection with the City's Annual Lighting Celebration on Tuesday, December 1; and the Okeechobee Community Theater will be presenting a Historical Play. VOTE KIRK - YEA MAXWELL - YEA O'CONNOR • YEA WATFORD • YEA WILLIAMS - YEA MOTION CARRIED. Item Two: The CCAHC has discussed with City Staff two Capital Improvement Projects they would like to utilize to commemorate this special occasion for years to come. One is to completely remodel the front entrance walkway at City Hall by updating the lighting, landscaping and using brick pavers. The second is the 2 -acre Taylor Creek Park project, which they would like to rename as the Centennial Park, and assist with raising funds or in-kind donations for the construction of this park. Motion and second by Council Members Watford and O'Connor to approve the Centennial Capital Improvement Projects being the "Brick Pavers/City Hall Front Walkway Remodel Project' and the Taylor Creek Park, officially changing the name to 'Centennial Park". VOTE KIRK• YEA MAXWELL - YEA O'CONNOR - YEA WATFORD • YEA WILLIAMS • YEA MOTION CARRIED. Item Three: Covered the issue of approving the Centennial Sponsorship Packets. However, by request of Chair Mixon, it was removed and will be presented at a future update. i I r Patty Burnette From: Lane Gamiotea Sent: Thursday, February 23, 2017 12:02 PM To: Marcos Montes De Oca; Robin Brock; David Allen; India Riedel; Jessie Weigum; Patty Burnette; Jeff Newell; Jackie Dunham; Donnie Robertson Cc: Bobbie Jenkins Subject: Official Name of 2 ac Park Attachments: Laserfiche Documents.zip There's been some confusion as to the official name of this Park. Attached is a copy of page 4 of the City Council Minutes from Oct 21, 2014 where by official action it was named "CENTENNIAL PARK" It was originally referred to as the Taylor Creek Park due to its location and since "Old Sewer Plant Park" wasn't very catchy © Please be sure to forward this only our consulting engineers and any others who may need it for their records. Thank you! Lane Earnest-Gamiotea, CMC City Clerk/Personnel Administrator City of Okeechobee 55 Southeast 3rd Avenue, Okeechobee, FL 34974 Office: 863.763.3372 x215 Fax: 863.763.1686 Cell: 863.697.0345 PUBLIC RECORDS NOTICE: Under Florida law, email addresses are public records. If you do not want your email address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. Florida Statute 668.6076 CITY OF OKEECHOBEE E-MAIL DISCLAIMER: Florida has a very broad public records law. Most written communications to or from local officials regarding city business are public records available to the public and media upon request. Your e-mail communications may therefore be subject to public disclosure. 1 4' oop\( Exhibit 4 Jan 17, 2017 DEP AGREEMENT NO. NS018 STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF WATER RESTORATION ASSISTANCE GRANT AGREEMENT PURSUANT TO LINE ITEM 1641 OF THE FY15-16 GENERAL APPROPRIATIONS ACT THIS AGREEMENT is entered into pursuant to Section 215.971, Florida Statutes (F.S.), between the STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, whose address is 3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000 (hereinafter referred to as the "Department") and the CITY OF OKEECHOBEE, whose address is 55 Southeast 3rd Avenue, Okeechobee, FL 34974 (hereinafter referred to as "Grantee"), a local government, to provide financial assistance for the Okeechobee Centennial Park Water Quality Improvement Project. Collectively, the Department and the Grantee shall be referred to as "Parties" or individually as a "Party". In consideration of the mutual benefits to be derived herefrom, the Department and the Grantee do hereby agree as follows: 1. TERMS OF AGREEMENT: The Grantee does hereby agree to perform in accordance with the terms and conditions set forth in this Agreement, Attachment A, Grant Work Plan, and all attachments and exhibits named herein which are attached hereto and incorporated by reference. For purposes of this Agreement, the terms "Grantee" and "Recipient" are used interchangeably. 2. PERIOD OF AGREEMENT: This Agreement shall begin upon execution by both parties and shall remain in effect until February 1, 2019, inclusive. The Grantee shall be eligible for reimbursement for work performed on or after the date of execution through the expiration date of this Agreement. The Grantee may claim allowable project expenditures made on or after March 1, 2014 for purposes of meeting its match requirement identified in paragraph 3. This Agreement may be amended to provide for additional services if additional funding is made available by the Legislature. 3. FUNDING/CONSIDERATION/INVOICING: A. As consideration for the satisfactory completion of services rendered by the Grantee under the terms of this Agreement, the Department shall pay the Grantee on a cost -reimbursement basis up to a maximum of $183,630.00 towards the total estimated project cost of $367,260.00. The parties hereto understand and agree that this Agreement requires at least a 50% match on the part of the Grantee. Therefore, the Grantee is responsible for providing $183,630.00 through cash or third party in-kind towards the work funded under this Agreement. It is understood that any additional funds necessary for the completion of this project are the responsibility of the Grantee. The Grantee will report a summary of project expenditures to the Department in the Final Report as required under the Final Report Task in Attachment A. If, upon completion of this Project, actual Project costs are less than the total estimated Project costs, and there are no pending payment requests, the Grantee's required match may be reduced proportionately, as long as at least a fifty percent (50%) match of the actual total cost of the Project is provided by the Grantee and the reduced amount satisfies statutory and program requirements. B. Prior written approval from the Department's Grant Manager shall be required for changes to this Agreement. DEP Agreement No. NS018, Page 1 of 13 i. A Change Order to this Agreement is required when task timelines within the current authorized Agreement period change, and/or when the cumulative transfer of funds between approved budget categories, as defined in Attachment A, are less than ten percent (10%) of the total budget as last approved by the Department. Grantee match funds may be transferred between approved budget categories with a Change Order and are not subject to the ten percent (10%) cumulative transfer limit. All Change Orders are subject to the mutual agreement of both parties as evidenced in writing. ii. A formal Amendment to this Agreement is required for changes which cause any of the following: an increase or decrease in the Agreement funding amount; a change in the Grantee's match requirements, other than budget category transfers referenced in Paragraph 3.B.i. above; a change in the expiration date of the Agreement; and/or changes to the cumulative amount of funding transfers between approved budget categories, as defined in Attachment A, exceeds or is expected to exceed ten percent (10%) of the total budget as last approved by the Department. All Amendments are subject to the mutual agreement of both parties as evidenced in writing. C. The Grantee shall be reimbursed on a cost reimbursement basis for all eligible project costs upon the completion, submittal and approval of each deliverable identified in Attachment A, in accordance with the schedule therein. Reimbursement shall be requested utilizing Attachment B, Payment Request Summary Form. To be eligible for reimbursement, costs must be in compliance with laws, rules and regulations applicable to expenditures of State funds, including, but not limited to, the Reference Guide for State Expenditures, which can be accessed at the following web address: http://www.myfloridacfo.com/aadir/reference guide/. All invoices for amounts due under this Agreement shall be submitted in detail sufficient for a proper pre -audit and post -audit thereof. A final payment request should be submitted to the Department no later than sixty (60) calendar days following the completion date of the Agreement, to assure the availability of funds for payment. All work performed pursuant to Attachment A must be performed on or before the completion date of the Agreement, and the subsequent sixty-day period merely allows the Grantee to finalize invoices and backup documentation to support the final payment request. D. The State Chief Financial Officer requires detailed supporting documentation of all costs under a cost reimbursement agreement. The Grantee shall comply with the minimum requirements set forth in Attachment C, Contract Payment Requirements. The Payment Request Summary Form shall be accompanied by supporting documentation and other requirements as follows for each deliverable. Reimbursement shall be limited to the following budget categories i. Salaries/Wages —The Grantee shall not be reimbursed for direct salaries or multipliers (i.e., fringe benefits, overhead, indirect, and/or general and administrative rates) for Grantee's employees. However, the Grantee may document these expenditures for meeting its match requirements. ii. Overhead/Indirect/General and Administrative Costs — All multipliers used (i.e., fringe benefits, overhead, indirect, and/or general and administrative rates) shall be supported by audit. If the Department determines that multipliers charged by the Grantee exceeded the rates supported by audit, the Grantee shall be required to reimburse such funds to the Department within thirty (30) calendar days of written notification. Interest on the excessive charges shall be calculated based on the prevailing rate used by the State Board of Administration. a. Fringe Benefits — Shall not be reimbursed under this Agreement, but may be used by the Grantee as a matching contribution. iii. Contractual (Subcontractors) — Reimbursement requests for payments to subcontractors must be substantiated by copies of invoices with backup documentation identical to that DEP Agreement No. NS018, Page 2 of 13 1 l required from the Grantee. Subcontracts which involve payments for direct salaries shall clearly identify the personnel involved, salary rate per hour, and hours spent on the project. All multipliers used (i.e., fringe benefits, overhead, indirect, and/or general and administrative rates) shall be supported by audit. If the Department determines that multipliers charged by any subcontractor exceeded the rates supported by audit, the Grantee shall be required to reimburse such funds to the Department within thirty (30) calendar days of written notification. Interest on the excessive charges shall be calculated based on the prevailing rate used by the State Board of Administration. Subcontracts, which involve equipment purchases as part of an installation/retrofit or that include infrastructure and/or infrastructure improvements, as defined in Florida Chief Financial Officer (CFO) Memorandum No. 5 (2011-2012), must be capitalized in accordance with Chapter 69I-72, Florida Administrative Code (F.A.C.). The Grantee shall be responsible for maintaining appropriate property records for any subcontracts that include the purchase of equipment as part of the delivery of services. The Grantee shall comply with this requirement and ensure its subcontracts issued under this Agreement, if any, impose this requirement, in writing, on its subcontractors. For fixed-price (vendor) subcontracts, the following provisions shall apply: a. b. The Grantee may award, on a competitive basis, fixed-price subcontracts to consultants/contractors in performing the work described in Attachment A. Invoices submitted to the Department for fixed-price subcontracted activities shall be supported with a copy of the subcontractor's invoice and a copy of the tabulation form for the competitive procurement process (i.e., Invitation to Bid or Request for Proposals) resulting in the fixed-price subcontract. The Grantee may request approval from the Department to award a fixed-price subcontract resulting from procurement methods other than those identified in the paragraph above. In this instance, the Grantee shall request the advance written approval from the Department's Grant Manager of the fixed price negotiated by the Grantee. The letter of request shall be supported by a detailed budget and Scope of Services to be performed by the subcontractor. Upon receipt of the Department Grant Manager's approval of the fixed-price amount, the Grantee may proceed in finalizing the fixed-price subcontract. c. All subcontracts are subject to the provisions of paragraph 12 and any other appropriate provisions of this Agreement which affect subcontracting activities. E. In addition to the invoicing requirements contained in paragraphs 3.C. and D. above, the Department will periodically request proof of a transaction (invoice, payroll register, etc.) to evaluate the appropriateness of costs to the Agreement pursuant to State and Federal guidelines (including cost allocation guidelines), as appropriate. This information, when requested, must be provided within thirty (30) calendar days of such request. The Grantee may also be required to submit a cost allocation plan to the Department in support of its multipliers (overhead, indirect, general administrative costs, and fringe benefits). State guidelines for allowable costs can be found in the Department of Financial Services' Reference Guide for State Expenditures at http://www.myfloridacfo.com/aadir/reference guide/. F. i. The accounting systems for all Grantees must ensure that these funds are not commingled with funds from other agencies. Funds from each agency must be accounted for separately. Grantees are prohibited from commingling funds on either a program -by -program or a project -by -project basis. Funds specifically budgeted and/or received for one project may not be used to support another project. Where a Grantee's, or subrecipient's, accounting system cannot comply with this requirement, the Grantee, or subrecipient, shall establish a system to provide adequate fund accountability for each project it has been awarded. DEP Agreement No. NS018, Page 3 of 13 r ii. If the Department finds that these funds have been commingled, the Department shall have the right to demand a refund, either in whole or in part, of the funds provided to the Grantee under this Agreement for non-compliance with the material terms of this Agreement. The Grantee, upon such written notification from the Department shall refund, and shall forthwith pay to the Department, the amount of money demanded by the Department. Interest on any refund shall be calculated based on the prevailing rate used by the State Board of Administration. Interest shall be calculated from the date(s) the original payment(s) are received from the Department by the Grantee to the date repayment is made by the Grantee to the Department. iii. In the event that the Grantee recovers costs, incurred under this Agreement and reimbursed by the Department, from another source(s), the Grantee shall reimburse the Department for all recovered funds originally provided under this Agreement. Interest on any refund shall be calculated based on the prevailing rate used by the State Board of Administration. Interest shall be calculated from the date(s) the payment(s) are recovered by the Grantee to the date repayment is made to the Department by the Grantee. 4. ANNUAL APPROPRIATION: The State of Florida's performance and obligation to pay under this Agreement is contingent upon an annual appropriation by the Legislature. The parties hereto understand that this Agreement is not a commitment of future appropriations. Authorization for continuation and completion of work and payment associated therewith may be rescinded with proper notice at the discretion of the Department if Legislative appropriations are reduced or eliminated. 5. REPORTS: The Grantee shall utilize Attachment D, Progress Report Form, to describe the work performed during the reporting period, problems encountered, problem resolutions, scheduled updates, and proposed work for the next reporting period. Quarterly reports shall be submitted to the Department's Grant Manager no later than twenty (20) calendar days following the completion of the quarterly reporting period. It is hereby understood and agreed by the parties that the term "quarterly" shall reflect the calendar quarters ending March 31, June 30, September 30 and December 31. The Department's Grant Manager shall have thirty (30) calendar days to review the required reports and deliverables submitted by the Grantee. 6. RETAINAGE: A. Department reserves the right to establish the amount and application of retainage on the work performed under this Agreement to a maximum of 10%. Retainage may be withheld from each payment to Grantee pending satisfactory completion of work and approval of all deliverables. B. Department reserves the right to withhold payment of retainage for Grantee's failure to respond to or correct identified deficiencies within the timeframe stipulated in Attachment A, Grant Work Plan. Department shall provide written notification to Grantee of identified deficiencies and Department's intent to withhold retainage. Grantee's failure to rectify the identified deficiency within the timeframe stated in Department's notice will result in forfeiture of retainage by Grantee. C. If Grantee fails to perform the requested work, or fails to perform the work in a satisfactory manner, Grantee shall forfeit its right to payment for the work and the retainage called for under the entire Attachment A, Grant Work Plan. Failure to perform includes, but is not limited to, failure to submit the required deliverables or failure to provide adequate documentation that the work was actually performed. D. No retainage shall be released or paid for uncompleted work while this Agreement is suspended. DEP Agreement No. NS018, Page 4 of 13 E. Except as otherwise provided above, Grantee shall be paid the retainage associated with the work, provided Grantee has completed the work and submits an invoice for retainage held, in accordance with paragraph 3 above. 7. INDEMNIFICATION: Each party hereto agrees that it shall be solely responsible for the negligent or wrongful acts of its employees and agents. However, nothing contained herein shall constitute a waiver by either party of its sovereign immunity or the provisions of Section 768.28, Florida Statutes. Further, nothing herein shall be construed as consent by a state agency or subdivision of the State of Florida to be sued by third parties in any matter arising out of any contract or this Agreement. 8. DEFAULT/TERMINATION/FORCE MAJEURE: A. The Department may terminate this Agreement at any time if any warranty or representation made by Grantee in this Agreement or in its application for funding shall at any time be false or misleading in any respect, or in the event of the failure of the Grantee to fulfill any of its obligations under this Agreement. Prior to termination, the Department shall provide thirty (30) calendar days written notice of its intent to terminate and shall provide the Grantee an opportunity to consult with the Department regarding the reason(s) for termination. B. The Department may terminate this Agreement for convenience by providing the Grantee with thirty (30) calendar day's written notice. If the Department terminates the Agreement for convenience, the Department shall notify the Grantee of such termination, with instructions as to the effective date of termination or specify the stage of work at which the Agreement is to be terminated. If the Agreement is terminated before performance is completed, the Grantee shall be paid only for that work satisfactorily performed for which costs can be substantiated. C. If a force majeure occurs that causes delays or the reasonable likelihood of delay in the fulfillment of the requirements of this Agreement, the Grantee shall promptly notify the Department orally. Within seven (7) calendar days, the Grantee shall notify the Department in writing of the anticipated length and cause of the delay, the measures taken or to be taken to minimize the delay and the Grantee's intended timetable for implementation of such measures. If the parties agree that the delay or anticipated delay was caused, or will be caused by a force majeure, the Department may, at its discretion, extend the time for performance under this Agreement for a period of time equal to the delay resulting from the force majeure upon execution of an amendment to this Agreement. Such agreement shall be confirmed by letter from the Department accepting, or if necessary, modifying the extension. A force majeure shall be an act of God, strike, lockout, or other industrial disturbance, act of the public enemy, war, blockade, public riot, lightning, fire, flood, explosion, failure to receive timely necessary third party approvals through no fault of the Grantee, and any other cause, whether of the kind specifically enumerated herein or otherwise, that is not reasonably within the control of the Grantee and/or the Department. The Grantee is responsible for the performance of all services issued under this Agreement. Failure to perform by the Grantee's consultant(s) or subcontractor(s) shall not constitute a force majeure event. 9. REMEDIES/FINANCIAL CONSEQUENCES: No payment will be made for deliverables deemed unsatisfactory by the Department. In the event that a deliverable is deemed unsatisfactory by the Department, the Grantee shall re -perform the services needed for submittal of a satisfactory deliverable, at no additional cost to the Department, within ten (10) calendar days of being notified of the unsatisfactory deliverable. If a satisfactory deliverable is not submitted within the specified timeframe, the Department may, in its sole discretion, either: 1) terminate this Agreement for failure to perform, or 2) the Department Grant Manager may, by letter specifying the failure of performance under this Agreement, request that a proposed Corrective Action Plan (CAP) be submitted by the Grantee to the Department. All CAPs must be able to be implemented and performed in no more than sixty (60) calendar days. DEP Agreement No. NS018, Page 5 of 13 r A. A CAP shall be submitted within ten (10) calendar days of the date of the letter request from the Department. The CAP shall be sent to the Department Grant Manager for review and approval. Within ten (10) calendar days of receipt of a CAP, the Department shall notify the Grantee in writing whether the CAP proposed has been accepted. If the CAP is not accepted, the Grantee shall have ten (10) calendar days from receipt of the Department letter rejecting the proposal to submit a revised proposed CAP. Failure to obtain the Department approval of a CAP as specified above shall result in the Department's termination of this Agreement for cause as authorized in this Agreement. B. Upon the Department's notice of acceptance of a proposed CAP, the Grantee shall have ten (10) calendar days to commence implementation of the accepted plan. Acceptance of the proposed CAP by the Department does not relieve the Grantee of any of its obligations under the Agreement. In the event the CAP fails to correct or eliminate performance deficiencies by Grantee, the Department shall retain the right to require additional or further remedial steps, or to terminate this Agreement for failure to perform. No actions approved by the Department or steps taken by the Grantee shall preclude the Department from subsequently asserting any deficiencies in performance. The Grantee shall continue to implement the CAP until all deficiencies are corrected. Reports on the progress of the CAP will be made to the Department as requested by the Department Grant Manager. C. Failure to respond to a Department request for a CAP or failure to correct a deficiency in the performance of the Agreement as specified by the Department may result in termination of the Agreement. The remedies set forth above are not exclusive and the Department reserves the right to exercise other remedies in addition to or in lieu of those set forth above, as permitted by the Agreement. 10. RECORD KEEPING/AUDIT: A. The Grantee shall maintain books, records and documents directly pertinent to performance under this Agreement in accordance with United States generally accepted accounting principles (US GAAP) consistently applied. The Department, the State, or their authorized representatives shall have access to such records for audit purposes during the term of this Agreement and for five (5) years following the completion date or termination of the Agreement. In the event any work is subcontracted, the Grantee shall similarly require each subcontractor to maintain and allow access to such records for audit purposes. B. The Grantee understands its duty, pursuant to Section 20.055(5), F.S., to cooperate with the Department's Inspector General in any investigation, audit, inspection, review, or hearing. The Grantee will comply with this duty and ensure that its subcontracts issued under this Grant, if any, impose this requirement, in writing, on its subcontractors. 11. SPECIAL AUDIT REQUIREMENTS: A. In addition to the requirements of the preceding paragraph, the Grantee shall comply with the applicable provisions contained in Attachment E, Special Audit Requirements, attached hereto and made a part hereof. Exhibit 1 to Attachment E summarizes the funding sources supporting the Agreement for purposes of assisting the Grantee in complying with the requirements of Attachment E. A revised copy of Exhibit 1 must be provided to the Grantee for each amendment which authorizes a funding increase or decrease. If the Grantee fails to receive a revised copy of Exhibit 1, the Grantee shall notify the Department's Grant Manager to request a copy of the updated information. B. The Grantee is hereby advised that the Federal and/or Florida Single Audit Act Requirements may further apply to lower tier transactions that may be a result of this Agreement. The Grantee shall consider the type of financial assistance (federal and/or state) identified in Attachment E, Exhibit 1 when making its determination. For federal financial assistance, the Grantee shall utilize the DEP Agreement No. NS018, Page 6 of 13 r c guidance provided under 2 CFR §200.330 for determining whether the relationship represents that of a subrecipient or vendor. For state financial assistance, the Grantee shall utilize the form entitled "Checklist for Nonstate Organizations Recipient/Subrecipient vs Vendor Determination" (form number DFS -A2 -NS) that can be found under the "Links/Forms" section appearing at the following website: Imps: \\apps. fld fs.co m\fsaa The Grantee should confer with its chief financial officer, audit director or contact the Department for assistance with questions pertaining to the applicability of these requirements. 12. SUBCONTRACTS: A. The Grantee may subcontract work under this Agreement without the prior written consent of the Department's Grant Manager except for certain fixed-price subcontracts pursuant to paragraph 3.D. of this Agreement, which require prior approval. The Grantee shall submit a copy of the executed subcontract to the Department prior to submitting any invoices for subcontracted work. Regardless of any subcontract, the Grantee is ultimately responsible for all work to be performed under this Agreement. The Grantee agrees to be responsible for the fulfillment of all work elements included in any subcontract and agrees to be responsible for the payment of all monies due under any subcontract. It is understood and agreed by the Grantee that the Department shall not be liable to any subcontractor for any expenses or liabilities incurred under the subcontract and that the Grantee shall be solely liable to the subcontractor for all expenses and liabilities incurred under the subcontract. B. The Department supports diversity in its procurement program and requests that all subcontracting opportunities afforded by this Agreement embrace diversity enthusiastically. The award of subcontracts should reflect the full diversity of the citizens of the State of Florida. A list of minority owned firms that could be offered subcontracting opportunities may be obtained by contacting the Office of Supplier Diversity at (850) 487-0915. 13. PROHIBITED LOCAL GOVERNMENT CONSTRUCTION PREFERENCES: A. Pursuant to Section 255.0991, F.S., for a competitive solicitation for construction services in which 50 percent or more of the cost will be paid from state -appropriated funds which have been appropriated at the time of the competitive solicitation, a state college, county, municipality, school district, or other political subdivision of the state may not use a local ordinance or regulation that provides a preference based upon: i. The contractor's maintaining an office or place of business within a particular local jurisdiction; ii. The contractor's hiring employees or subcontractors from within a particular local jurisdiction; or iii. The contractor's prior payment of local taxes, assessments, or duties within a particular local jurisdiction. B. For any competitive solicitation that meets the criteria in Paragraph A., a state college, county, municipality, school district, or other political subdivision of the state shall disclose in the solicitation document that any applicable local ordinance or regulation does not include any preference that is prohibited by Paragraph A. 14. LOBBYING PROHIBITION: In accordance with Section 216.347, F.S., the Grantee is hereby prohibited from using funds provided by this Agreement for the purpose of lobbying the Legislature, the judicial branch or a state agency. Further, in accordance with Section 11.062, F.S., no state funds, exclusive of salaries, travel expenses, and per diem, DEP Agreement No. NS018, Page 7 of 13 appropriated to, or otherwise available for use by, any executive, judicial, or quasi-judicial department shall be used by any state employee or other person for lobbying purposes. 15. COMPLIANCE WITH LAW: The Grantee shall comply with all applicable federal, state and local rules and regulations in providing services to the Department under this Agreement. The Grantee acknowledges that this requirement includes, but is not limited to, compliance with all applicable federal, state and local health and safety rules and regulations. The Grantee further agrees to include this provision in all subcontracts issued as a result of this Agreement. 16. NOTICE: All notices and written communication between the parties shall be sent by electronic mail, U.S. Mail, a courier delivery service, or delivered in person. Notices shall be considered delivered when reflected by an electronic mail read receipt, a courier service delivery receipt, other mail service delivery receipt, or when receipt is acknowledged by recipient. Any and all notices required by this Agreement shall be delivered to the parties at the addresses identified under paragraph 17. 17. CONTACTS: The Department's Grant Manager (which may also be referred to as the Department's Project Manager) at the time of execution for this Agreement is identified below: Taufiqul Aziz, or Successor Florida Department of Environmental Protection Division of Water Restoration Assistance 3900 Commonwealth Blvd., MS# 3570 Tallahassee, Florida 32399 Telephone No.: (850) 245-2950 E-mail Address: Taufiqul.aziz@dep.state.fl.us The Grantee's Grant Manager at the time of execution for this Agreement is identified below: David Allen, or Successor City of Okeechobee Public Works 55 Southeast 3rd Avenue Okeechobee, FL 34974 Telephone No.: 863-763-3372 ext. 225 Fax No.: 863-763-1686 E-mail Address: dallen@cityofokeechobee.com In the event the Department's or the Grantee's Grant Manager changes, written notice by electronic mail with acknowledgement by the other party will be acceptable. Any subsequent Change Order or Amendment pursuant to paragraph 3.B should include the updated Grant Manager information. 18. INSURANCE: A. Providing and maintaining adequate insurance coverage is a material obligation of the Grantee. This insurance must provide coverage for all claims that may arise from the performance of the work specified under this Agreement, whether such work is performed by the Grantee, any sub -grantee, or Grantee's contractors. Such insurance shall include the State of Florida, the Department, and the DEP Agreement No. NS018, Page 8 of 13 State of Florida Board of Trustees of the Internal Improvement Trust Fund, as Additional Insureds for the entire length of the Agreement. B. Coverage may be by private insurance or self-insurance. The Grantee shall provide documentation of all required coverage to the Department's Grant Manager prior to performance of any work pursuant to this Agreement. All commercial insurance policies shall be with insurers licensed or eligible to do business in the State of Florida. The Grantee's current certificate of insurance shall contain a provision that the insurance will not be canceled for any reason except after thirty (30) calendar days' written notice (with the exception of non-payment of premium, which requires a 10 - calendar -day notice) to the Department's Grant Manager. If the Grantee is self-funded for any category of insurance, then the Grantee shall provide documentation that warrants and represents that it is self-funded for said insurance, appropriate and allowable under Florida law, and that such self-insurance offers protection applicable to the Grantee's officers, employees, servants and agents while acting within the scope of their employment with the Grantee for the entire length of the Agreement. C. During the life of this Agreement, the Grantee shall secure and maintain insurance coverages as specified below. In addition, the Grantee shall include these requirements in any sub grant or subcontract issued for the performance of the work specified under this Agreement, unless such sub grant or subcontractor employees are covered by the protection afforded by the Grantee. i. Workers' Compensation Insurance is required for all employees connected with the work of this project. Any self-insurance program or insurance coverage shall comply fully with the Florida Workers' Compensation law. In case any class of employees engaged in hazardous work under this Agreement is not protected under Workers' Compensation statutes, the Grantee shall provide proof of adequate insurance satisfactory to the Department, for the protection of its employees not otherwise protected. ii. Commercial General Liability insurance is required, including bodily injury and property damage. The minimum limits of liability shall be $200,000 each individual's claim and $300,000 each occurrence. iii. Commercial Automobile Liability insurance is required, for all claims which may arise from the services and/or operations under this Agreement, whether such services and/or operations are by the Grantee or any of its contractors. The minimum limits of liability shall be as follows: $300,000 Automobile Liability Combined Single Limit for Company - Owned Vehicles, if applicable $300,000 Hired and Non -owned Automobile Liability Coverage iv. Other Insurance may be required if any work proceeds over or adjacent to water, including but not limited to Jones Act, Longshoreman's and Harbormaster's, or the inclusion of any applicable rider to worker's compensation insurance, and any necessary watercraft insurance, with limits of not less than $300,000 each. Questions concerning required coverage should be directed to the U.S. Department of Labor (http://www.dol.gov/owcp/dlhwc/lscontac.htm) or to the parties' insurance carrier. 19. CONFLICT OF INTEREST: The Grantee covenants that it presently has no interest and shall not acquire any interest which would conflict in any manner or degree with the performance of services required. 20. EQUIPMENT: DEP Agreement No. NS018, Page 9 of 13 Reimbursement for direct or indirect equipment purchases costing $1,000 or more is not authorized under the terms and conditions of this Agreement. 21. UNAUTHORIZED EMPLOYMENT: The employment of unauthorized aliens by any Grantee/subcontractor is considered a violation of Section 274A(e) of the Immigration and Nationality Act. If the Grantee/subcontractor knowingly employs unauthorized aliens, such violation shall be cause for unilateral cancellation of this Agreement. The Grantee shall be responsible for including this provision in all subcontracts with private organizations issued as a result of this Agreement. 22. QUALITY ASSURANCE REQUIREMENTS: If the Grantee's project involves environmentally -related measurements or data generation, the Grantee shall develop and implement quality assurance practices consisting of policies, procedures, specifications, standards, and documentation sufficient to produce data of quality adequate to meet project objectives and to minimize loss of data due to out -of -control conditions or malfunctions. All sampling and analyses performed under this Agreement must conform with the requirements set forth in Chapter 62-160, Florida Administrative Code, and the Quality Assurance Requirements for Department Agreements, attached hereto and made part hereof as Attachment G, Quality Assurance Requirements for Contracts and Grants 23. DISCRIMINATION: A. No person, on the grounds of race, creed, color, religion national origin, age, gender, or disability, shall be excluded from participation in; be denied the proceeds or benefits of; or be otherwise subjected to discrimination in performance of this Agreement. B. An entity or affiliate who has been placed on the discriminatory vendor list pursuant to Section 287.134, F.S., may not submit a bid on a contract to provide goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not award or perform work as a contractor, supplier, subcontractor, or consultant under contract with any public entity, and may not transact business with any public entity. The Florida Department of Management Services is responsible for maintaining the discriminatory vendor list and posts the list on its website. Questions regarding the discriminatory vendor list may be directed to the Florida Department of Management Services, Office of Supplier Diversity, at (850) 487-0915. 24. LAND ACQUISITION: Land acquisition is not authorized under the terms of this Agreement. 25. PHYSICAL ACCESS AND INSPECTION: As applicable, Department personnel shall be given access to and may observe and inspect work being performed under this Agreement, including by any of the following methods: A. Grantee shall provide access to any location or facility on which Grantee is performing work, or storing or staging equipment, materials or documents; B. Grantee shall permit inspection of any facility, equipment, practices, or operations required in performance of any work pursuant to this Agreement; and C. Grantee shall allow and facilitate sampling and monitoring of any substances, soils, materials or parameters at any location reasonable or necessary to assure compliance with any work or legal requirements pursuant to this Agreement. DEP Agreement No. NS018, Page 10 of 13 26. PUBLIC RECORDS ACCESS: A. Grantee shall comply with Florida Public Records law under Chapter 119, F.S. Records made or received in conjunction with this Agreement are public records under Florida law, as defined in Section 119.011(12), F.S. Grantee shall keep and maintain public records required by the Department to perform the services under this Agreement. B. This Agreement may be unilaterally canceled by the Department for refusal by the Grantee to either provide to the Department upon request, or to allow inspection and copying of all public records made or received by the Grantee in conjunction with this Agreement and subject to disclosure under Chapter 119, F.S., and Section 24(a), Article I, Florida Constitution. C. If Grantee meets the definition of "Contractor" found in Section 119.0701(1)(a), F.S.; [i.e., an individual, partnership, corporation, or business entity that enters into a contract for services with a public agency and is acting on behalf of the public agency], then the following requirements apply: i. Pursuant to Section 119.0701, F.S., a request to inspect or copy public records relating to this Agreement for services must be made directly to the Department. If the Department does not possess the requested records, the Department shall immediately notify the Grantee of the request, and the Grantee must provide the records to the Department or allow the records to be inspected or copied within a reasonable time. If Grantee fails to provide the public records to the Department within a reasonable time, the Grantee may be subject to penalties under s. 119.10, F.S. ii. Upon request from the Department's custodian of public records, Grantee shall provide the Department with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes, or as otherwise provided by law. iii. Grantee shall identify and ensure that all public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the Agreement term and following completion of the Agreement if the Grantee does not transfer the records to the Department. iv. Upon completion of the Agreement, Grantee shall transfer, at no cost to Department, all public records in possession of Grantee or keep and maintain public records required by the Department to perform the services under this Agreement. If the Grantee transfers all public records to the Department upon completion of the Agreement, the Grantee shall destroy any duplicate public records that are exempt or confidential and exempt from public disclosure requirements. If the Grantee keeps and maintains public records upon completion of the Agreement, the Grantee shall meet all applicable requirements for retaining public records. All records that are stored electronically must be provided to Department, upon request from the Department's custodian of public records, in a format that is accessible by and compatible with the information technology systems of Department. D. IF THE GRANTEE HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE GRANTEE'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE DEPARTMENT'S CUSTODIAN OF PUBLIC RECORDS by DEP Agreement No. NS018, Page 11 of 13 telephone at (850) 245-2118, by email at ombudsmanaudep.state.fl.us. or at the mailing address below: Department of Environmental Protection ATTN: Office of Ombudsman and Public Services Public Records Request 3900 Commonwealth Blvd, Mail Slot 49 Tallahassee, FL 32399 27. TERMINATION FALSE CERTIFICATION, SCRUTINIZED COMPANIES, BOYCOTTING: Grantee certifies that it and any of its affiliates are not scrutinized companies as identified in Section 287.135, F.S. In addition, Grantee agrees to observe the requirements of Section 287.135, F.S., for applicable sub - agreements entered into for the performance of work under this Agreement. Pursuant to Section 287.135, F.S., the Department may immediately terminate this Agreement for cause if the Grantee, its affiliates, or its subcontractors are found to have submitted a false certification; or if the Grantee, its affiliates, or its subcontractors are placed on any applicable scrutinized companies list or engaged in prohibited contracting activity during the term of the Agreement. As provided in Subsection 287.135(8), F.S., if federal law ceases to authorize these contracting prohibitions then they shall become inoperative. 28. EXECUTION IN COUNTERPARTS: This Agreement, and any Amendments or Change Orders thereto, may be executed in two or more counterparts, each of which together shall be deemed an original, but all of which together shall constitute one and the same instrument. In the event that any signature is delivered by facsimile transmission or by e- mail delivery of a ".pdf' format data file, such signature shall create a valid and binding obligation of the party executing (or on whose behalf such signature is executed) with the same force and effect as if such facsimile or ".pdf' signature page were an original thereof. 29. SEVERABILITY CLAUSE: This Agreement has been delivered in the State of Florida and shall be construed in accordance with the laws of Florida. Wherever possible, each provision of this Agreement shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this Agreement shall be prohibited or invalid under applicable law, such provision shall be ineffective to the extent of such prohibition or invalidity, without invalidating the remainder of such provision or the remaining provisions of this Agreement. Any action hereon or in connection herewith shall be brought in Leon County, Florida. 30. ENTIRE AGREEMENT: This Agreement represents the entire agreement of the parties. Any alterations, variations, changes, modifications or waivers of provisions of this Agreement shall only be valid when they have been reduced to writing, duly signed by each of the parties hereto, and attached to the original of this Agreement, unless otherwise provided herein. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK DEP Agreement No. NS018, Page 12 of 13 IN WITNESS WHEREOF, the parties have caused this Agreement to be duly executed, the day and year last written below. CITY OF OKEECHOBEE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION By: By: *Signature of Person Authorized to Sign Secretary or designee Print Name and Title of Authorized Person Print Name and Title of Authorized Person Date: Date: Taufiqul Aziz, DEP Grant Manager QC Review by: FEID No.: 59-6000393 *For Agreements with governmental boards/commissions: If someone other than the Chairman signs this Agreement, a resolution, statement or other document authorizing that person to sign the Agreement on behalf of the Grantee must accompany the Agreement. List of attachments/exhibits included as part of this Agreement: Specify Letter/ Type Number Description (include number of pages) Attachment A Grant Work Plan (7 Pages) Attachment B Payment Request Summary Form (8 Pages) Attachment C Contract Payment Requirements (1 Page) Attachment D Progress Report Form (1 Page) Attachment E Special Audit Requirements (5 Pages) Attachment F Attachment Intentionally Excluded Attachment G Quality Assurance Requirements (5 Pages) DEP Agreement No. NS018, Page 13 of 13 ATTACHMENT A GRANT WORK PLAN PROJECT TITLE: Okeechobee Centennial Park Water Quality Improvement Project PROJECT LOCATION: The Project will be located within the City of Okeechobee at 701 SE 6th Avenue, in Okeechobee County, Florida. Latitude 27.236714N, Longitude 80.824153 W. See Figures 1 and 2 for a location map and site plan. PROJECT BACKGROUND: As a part of a Basin Management Action Plan (BMAP), the objective is to reduce stormwater pollutant loads from the impaired Taylor Creek system, which has an adopted Total Maximum Daily Load, and to educate the public about stormwater treatment best management practices (BMP) to reduce pollutant loads and enhance the health of Taylor Creek. The existing watershed in which the proposed project is located is comprised of a 15.4 -acre residential subdivision that currently has direct stormwater runoff discharge to Taylor Creek through a series of roadside swales and driveway culverts. The discharge to Taylor Creek is through a storm culvert that runs under an existing sanitary lift station site which is located directly adjacent to the proposed project. PROJECT DESCRIPTION: The Grantee intends to upgrade the existing stormwater infrastructure with proposed stormwater improvements consisting of construction of a 4' x 8' nutrient separating baffle box, bioswale, removal and replacement of stormwater pipe (all subject to final engineering design). In addition to reducing nutrient loads from existing residential runoff into the Taylor Creek watershed system, the project will reduce the amount of nutrient loadings from the proposed new community park. Runoff from surrounding yards and recreation fields will be treated on-site at the new park with a grassy swale infiltration system and then a nutrient separating baffle box, allowing time for nutrients to be filtered out of the runoff water through percolation instead of directly flowing to impaired watersheds. The existing outfall culvert located under the sanitary lift station site will be taken out of service as part of the project. TASKS and DELIVERABLES: Task 1: Pre -Design Study Task Description: The Grantee will perform a•pre-design analysis and produce a pre -design report that will detail the scope of the problem in the analysis area, outline design options, and identify tasks required to complete resolution of the problem. Deliverables: Final pre -design report submitted electronically to the Department's Grant Manager. Upon request, the Grantee will provide a paper copy of the final pre -design report. Performance Standard: The Department's Grant Manager will review the deliverable to verify that it meets the specifications in the Grant Work Plan and this task description. Task 2: Design and Permitting Task Description: The Grantee will complete the design of the Okeechobee Centennial Park Water Quality Improvements and obtain all necessary permits for construction of the project. Deliverables: An electronic copy of the final design, including professional certification as applicable, and a list of all required permits identifying issue dates and issuing authorities submitted to the Department's Grant Manager. Upon request, the Grantee will provide copies of obtained permits or permit related correspondence or documentation, and/or a paper copy of the final design. DEP Agreement No. NS018, Attachment A, Page 1 of 7 Performance Standard: The Department's Grant Manager will review the deliverables to verify that they meet the specifications in the Grant Work Plan and this task description. Task 3: Construction of Project Task Description: The Grantee will construct the bio-swale, nutrient separating baffle box installation and storm pipe installation in accordance with the final design(s) and required permits which will be submitted to the Department upon request. Construction will also include removal of existing storm pipe, clearing and grubbing and installing erosion control measures. Deliverables: The nutrient separating baffle box and associated improvements constructed as described in this task, as evidenced by: 1) Dated color photographs of the construction site(s) prior to, during, and immediately following completion of the construction task; 2) Written verification that the Grantee has received record drawings and any required final inspection report(s) for the project; 3) Signed acceptance of the completed work by the Grantee; and 4) Signed statement from a Florida Licensed Professional Engineer indicating construction has been completed in accordance with the design. Performance Standard: The Department's Grant Manager will review the deliverables to verify that they meet the specifications in the Grant Work Plan and this task description and that work is being performed in accordance with the Grantee's construction contract documents and specifications. Upon review and written approval by the Department's Grant Manager of all deliverables under this task, the Grantee may proceed with payment request submittal. Task 4: Quality Assurance Project Plan Task Description: The Grantee will prepare, submit, and receive approval on a Quality Assurance Project Plan (QAPP) prior to commencement of any monitoring associated with the project. The QAPP must specify the sampling procedures, locations, instruments, and parameters to be sampled. The Grantee will use the format provided by the Department's Grant Manager, if applicable. Deliverable 4a: Draft QAPP submitted electronically in Word format to the Department's Grant Manager. Upon request, the Grantee will provide a paper copy of the Draft QAPP to the Department's Grant Manager. Performance Standard: The Department's Grant Manager will review the draft QAPP for compliance with this Agreement and the quality assurance requirements, to ensure sufficient monitoring is planned to measure project effectiveness and provide comments to the Grantee as needed, prior to Final QAPP submittal. Deliverable 4b: Final Department -approved QAPP submitted electronically in Word format to the Department's Grant Manager. Upon request, the Grantee will provide a paper copy of the Final QAPP to the Department's Grant Manager. Performance Standard: The Department's Grant manager will review the Final QAPP to ensure that draft comments have been taken into consideration and the Final QAPP is in compliance with this Agreement and the quality assurance requirements and there is sufficient monitoring to measure project effectiveness. Upon review and written approval by the Department's Grant Manager of the Final QAPP, the Grantee may proceed with payment request submittal. Task 5: Monitoring Task Description: The Grantee will conduct monitoring in accordance with the Department -approved QAPP for this project (see Task #4) DEP Agreement No. NS018, Attachment A, Page 2 of 7 Deliverables: Summary of completed monitoring activities (dates completed, sampling conducted and any not conducted and why), monitoring results along with interpretation of those results (as expected or not as expected) submitted electronically, along with the laboratory report and sampling logs (must also have field and weather data) to the Department's Grant Manager. Upon request, the Grantee will provide a paper copy or copies to the Department's Grant Manager. Performance Standard: The Department's Grant Manager will review the monitoring results for completion and compliance with the QAPP requirements. Additional Financial Consequences: Costs for any monitoring that is not completed as outlined in the Department - approved QAPP may be discounted if included in the payment request. Task 6: Public Education Task Description: The Grantee will provide public education information about the project and its environmental benefits in the following formats: One training workshop for City Commission, community and city employees; posters displayed at the installation site of the baffle box to provide information to the public; and informational brochures of the project and BMP provided at City Hall. Deliverable 6a: 1) Copy of draft print -ready brochures, informational posters and training materials submitted to the Department's Grant Manager for review and approval prior to final printing and distribution. Performance Standard: The Department's Grant Manager must approve draft materials prior to public distribution. The Department's Grant Manager will review the draft deliverables and provide comments to the Grantee as needed. Deliverable 6b: 1) A copy of the final printed materials with the number distributed and where; 2) workshop agenda, final training materials and sign -in sheet(s); and 3) dated photograph(s) of installed posters as approved. Performance Standard: The Department's Grant manager will review the final deliverables to ensure the draft comments have been taken into consideration. Task 7: Final Report Task Description: The Grantee will prepare a Final Report summarizing the results of the project, including all tasks in the Grant Work Plan. The Final Report must include at a minimum: • Project location and background, project description and timeline, grant award amount and anticipated benefits. • Financial summary of actual costs versus the budget, along with any changes required to the budget. Include any match provided, along with other related project work performed outside of this Agreement to identify the overall project cost. • Discussion of project schedule versus actual completion, including changes required to the schedule, unexpected site conditions and adjustments, significant unexpected delays and corrections, and/or other significant deviations from the original project plan. • Summary of activities completed as well as those not completed and why, as well as a brief summary of any additional phases yet to be completed. • Photo documentation of work performed (before, during and after), appropriate figures (site location, site plan[s]. etc.), appropriate tables summarizing data/information relevant to Grant Work Plan tasks, and appropriate attachments relevant to the project. • Discussion of whether the anticipated benefits have been/will be realized (e.g., why a BMP approach did or did not exceed the expected removal efficiency) • Summary of monitoring activities completed and any not completed and why, monitoring results, and an interpretation of data based on planned versus realized results. DEP Agreement No. NS018, Attachment A, Page 3 of 7 Deliverable 7a: M electronic copy of the draft Final Report in Word format submitted to the Department's Grant Manager for review prior to submission of the Final Report. Upon request, the Grantee will provide a paper copy of the draft Final Report. Performance Standard: The Department's Grant Manager will review the submitted draft Final Report to verify that it meets the specifications in the Grant Work Plan and this task description, and provide any comments to the Grantee for consideration for the Final Report. Deliverable 7b: An electronic copy of the Final Report, with all suggested changes considered, in Word or PDF format submitted to the Department's Grant Manager for review and approval. Upon request, the Grantee will provide a paper copy of the Final Report. Performance Standard: The Department's Grant manager will review the Final Report to ensure that draft comments have been taken into consideration and the Final Report is in compliance with this Agreement. PROJECT TIMELINE: The tasks must be completed by the corresponding task end date and all deliverables received by the designated due date. Task/ Deliverable No. Task or Deliverable Title Task Start Date Task End Date Deliverable Due Date/ Frequency 1 Pre -Design Study 3/26/2014 Completed 2 Design and Permitting 11/24/2015 12/15/2016 12/15/2016 3 Construction of Project Agreement Execution 8/1/2017 8/1/2017 4 Quality (QAPP)Assurance Project Plan 10/1/2016 2/1/2017 4a Draft QAPP 12/15/2016 4b Final QAPP 3/1/2017 5 Monitoring Upon QAPP Aproval 3/1/2018 3/1/2018 6 Public Education 10/15/2016 2/1/2017 6a Draft public education print materials 12/15/2016 6b Final public education print materials 2/1/2017 7 Final Report Exe un 8/1/2018 7a Draft Final Report 5/1/2018 7b Final Report 8/1/2018 REMAINDER OF PAGE INTENTIONALLY LEFT BLANK DEP Agreement No. NS018, Attachment A, Page 4 of 7 BUDGET DETAIL BY TASK: Task No. Budget Category Grant Funding Match Funding 1 Contractual Services Fringe Benefits $24,033.50 Total for Task: $0.00 $24,033.50 2 Design and Permitting Contractual Services $183,630.00 $35,170.00 Total for Task $0.00 $35,170.00 3 Construction Contractual Services $183,630.00 $101,426.50 Total for Task S183,630.00 $101,426.50 4 QAPP Contractual Services $5,000.00 Total for Task $0.00 $5,000.00 5 Monitoring Contractual Services $5,000.00 Total for Task $0.00 $5,000.00 6 Education Contractual Services $3,000.00 Total for Task $0.00 $3,000.00 7 Final Report Salaries $7,500.00 Fringe $2,500.00 Total for Task $0.00 10,000 Total: $183,630.00 $183,630.00 PROJECT BUDGET SUMMARY: Cost reimbursable grant funding must not exceed the category totals for the project as indicated below. Match funding shall be provided in the categories indicated below. Category Totals Grant Funding, Not to Exceed, $183,630.00 Match Funding Salaries 7 $7,500.00 Fringe Benefits 37.38 $2,500.00 Contractual Services Total $183,630.00 $173,630.00 Total: $183,630.00 $183,630.00 SALARY AND FRINGE BENEFITS BY TASK: Cost reimbursable hourly and fringe rate(s) by position may not exceed those indicated below. Task No. Position Title Hourly Rate Fringe Rate 7 General Services Coordinator 14.83 37.38 Public Works Director • 33.59 32.51 DEP Agreement No. NS018, Attachment A, Page 5 of 7 Figure 1: Pubic VAaks City of Okeechobee Centennial Park Location Map Figure 1 o 50 too =iiia Feet 1ith=100 feet Figure 2: DEP Agreement No. NS018, Attachment A, Page 6 of 7 DEP Agreement No. NS018, Attachment A, Page 7 of 7 Pt. nor Pref 0 • ) C,N,51,1,1 Scat: 1' Rfabig 8 fr. Not to scale ATTACHMENT B PAYMENT REQUEST SUMMARY FORM Payment Request No. DEP Agreement No. Date Performance Period (Start date - End date): Deliverables completed to support payment request (attach additional pages as needed): Task/Deliverable Task Budget Number(s): Amount: $ Grantee: (Name & Mailing Address) Grantee Contact: (Name & Phone) GRANT EXPENDITURES SUMMARY SECTION CATEGORY OF EXPENDITURE (As authorized) AMOUNT OF THIS REQUEST TOTAL CUMULATIVE PAYMENT REQUESTS MATCHING FUNDS FOR THIS REQUEST TOTAL CUMULATIVE MATCHING FUNDS Salaries/Wages $ - $ - $ - $ - Fringe Benefits $ - $ - $ - $ - Indirect Cost $ - $ - $ - $ - Contractual (Subcontractors) $ - $ - $ - $ - Travel $ - $ - $ - $ - Equipment (Direct Purchases) $ - $ - $ - $ - Rental/Lease of Equipment $ - $ - $ - $ - Miscellaneous/Other Expenses $ - $ - $ - $ - Land Acquisition $ - $ - $ - $ - TOTAL AMOUNT $ $ $ $ TOTAL BUDGET (ALL TASKS) $ $ Less Total Cumulative Payment Requests of: $ $ TOTAL REMAINING (ALL TASKS) $ $ GRANTEE CERTIFICATION Complete Grantee's Certification of Payment Request on Page 2 to certify that the amount being requested for reimbursement above was for items that were charged to and utilized only for the above cited grant activities. DEP Agreement No. NS018, Attachment B, Page 1 of 8 Grantee's Certification of Payment Request I, , on behalf of (Print name of Grantee's Grant Manager designated in the Agreement) do hereby certify for (Print name of Grantee) DEP Agreement No. and Payment Request No. that: Er The disbursement amount requested is for allowable costs for the project described in Attachment A of the Agreement. El All costs included in the amount requested have been satisfactorily purchased, performed, received, and applied toward completing the project; such costs are documented by invoices or other appropriate documentation as required in the Agreement. El The Grantee has paid such costs under the terms and provisions of contracts relating directly to the project; and the Grantee is not in default of any terms or provisions of the contracts. Check all that apply: ❑ All permits and approvals required for the construction, which is underway, have been obtained. ❑ Construction up to the point of this disbursement is in compliance with the construction plans and permits. ❑ The Grantee's Grant Manager relied on certifications from the following professionals that provided services for this project during the time period covered by this Certification of Payment Request, and such certifications are included: Professional Service Provider (Name / License No.) Period of Service (mm/dd/yy — mm/dd/yy) Grantee's Grant Manager's Signature Grantee's Fiscal Agent Signature Print Name Print Name Telephone Number Telephone Number DEP Agreement No. NS018, Attachment B, Page 2 of 8 INSTRUCTIONS FOR COMPLETING PAYMENT REQUEST SUMMARY FORM PAYMENT REQUEST NO.: This is the number of your payment request, not the quarter number. DEP AGREEMENT NO.: This is the number on your grant agreement. DATE: This is the date that you are submitting the payment request. PERFORMANCE PERIOD: This is the beginning and ending date of the performance period for the Task/Deliverable that the request is for (this must be within the timeline shown for the Task/Deliverable in the Agreement). TASK/DELIVERABLE NO.: Identify the number of the Task/Deliverable that you are requesting payment for and/or claiming match for (must agree with the current Grant Work Plan). Note: If payment request includes more than one Task/Deliverable, additional pages should identify each Task/Deliverable Number, its corresponding budget amount, and the amount requested. TASK BUDGET AMOUNT: List the Task budget amount as identified in the Grant Work Plan for the corresponding Task/Delverable. Note: If payment request includes more than one Task/Deliverable, additional pages should identify each Task/Deliverable Number, its corresponding budget amount, and the amount requested. GRANTEE: Enter the name of the Grantee's agency and the address to which you want the state warrant sent. GRANTEE CONTACT: List the name and telephone number for the Grantee's grant manager or other point of contact regarding the payment request submittal. GRANT EXPENDITURES SUMMARY SECTION: "AMOUNT OF THIS REQUEST" COLUMN: Enter by authorized category of expenditure the amount for which you are requesting reimbursement for this task. This must agree with the currently approved budget in the current Grant Work Plan of your grant Agreement. Do not claim expenses in a budget category that does not have an approved budget. Do not claim items that are not specifically identified in the current Grant Work Plan. Enter the column total on the "TOTAL AMOUNT" line. Enter the amount of all Tasks on the "TOTAL BUDGET (ALL TASKS) " line. Enter the total cumulative amount of this request and all previous payments on the "LESS TOTAL CUMULATIVE PAYMENT REQUESTS OF" line. Deduct the "LESS TOTAL CUMULATIVE PAYMENT REQUESTS OF" from the "TOTAL BUDGET (ALL TASKS) " for the amount to enter on the "TOTAL REMAINING (ALL TASKS) " line. "TOTAL CUMULATIVE PAYMENT REQUESTS" COLUMN: Enter the cumulative amounts that have been requested to date for reimbursement by budget category. The final request should show the total of all requests; first through the final request (this amount cannot exceed the approved budget amount for that budget category for the Task(s) you are reporting on). Enter the column total on the "TOTAL PAYMENT REQUEST" line. Do not enter anything in the shaded areas. "MATCHING FUNDS" COLUMN: Enter the amount to be claimed as match for the performance period for the Task(s) you are reporting on. This needs to be shown under specific budget categories according to the currently approved Grant Work Plan. Enter the total on the "TOTAL AMOUNT" line for this column. Enter the match budget amount on the "TOTAL BUDGET (ALL TASKS) " line for this column. Enter the total cumulative amount of this and any previous match claimed on the "LESS TOTAL CUMULATIVE PAYMENTS OF" line for this column. Deduct the "LESS TOTAL CUMULATIVE PAYMENTS OF" from the "TOTAL BUDGET (ALL TASKS) " for the amount to enter on the "TOTAL REMAINING (ALL TASKS) " line. "TOTAL CUMULATIVE MATCHING FUNDS" COLUMN: Enter the cumulative amounts you have claimed to date for match by budget category. Put the total of all on the line titled "TOTAL PAYMENT REQUEST." The fmal request should show the total of all claims, first claim through the final claim, etc. Do not enter anything in the shaded areas. GRANTEE'S CERTIFICATION: Check all boxes that apply. Identify any licensed professional service providers that certified work or services completed during the period included in the request for payment. Must be signed by both the Grantee's Grant Manager as identified in the grant agreement and the Grantee's Fiscal Agent. Documentation for match claims must meet the same requirements as those expenditures for reimbursement. DEP Agreement No. NS018, Attachment B, Page 3 of 8 INVOICE SUMMARY INFORMATION Contract It Grantee: Payment Request It Complete the table below. Use the drop down lists to add categories. Enter one Task number per row and one Category per column. Select only the categories that we in the contract task budget Also complete the Conhnctua/Detail spreadsheet If the contractual category is funded In the Agreement/Task. Also, complete the Equip -Supplies -Expense spreadsheet if the contractual category is funded In the Agreement/Task. Also complete the Salary/Fringe Detail spreadsheet If the salary and fringe categories are funded In the Agreement/Task. 'Include the match amount If match is required In the Agreement and Is Included In the invoke. Formulas are Included In some of the spreadsheet cells, denoted with '$ . Provide Reimbursement Request Amounts by Category Provide Amounts to Credit Towards Match by Category Select one budget category per column using the drop down lists Select one budget category per column using the drop down lists TasW Deliverable P.rfonnanee Period - Date Rang. Cad[ here la drop down Det Mk Mn ter trop darn Mt Cpdr Mn ler dies down list Cava Mn for drop seen 1.e Click hen for dreg down cap Pa hen ter bop down 1st Cask Me dor drop down 1st cask hen car trop down list ceee Mre for drop down 1st Comments S S $ S $ $ S $ Total Rebnbunsement Request: S Total Amount to Credit to Match: i DEP Agreement No. NSOI 8, Attachment B, Page 4 of 8 CONTRACTUAL DETAIL Complete one table per Task containing Contractual Reimbursement Requests Add rows as needed for each table. Add tables as needed, if more than two tasks are In the Invoice. Enter the contractual sum for each task into the Invoice Summary spreadsheet. Include the match amount If match is required in the Agreement and is included In the Invoice Task/Deliverable #: Performance Period - Date Range Sub -contractor Name Subcontractor Invoice Number Sub -contractor Invoice Data Check Number Check Amount Amount requested for reimbursement Amount to credit towards Match' Comments Contractual Total for Task i_ : $ Task/Deliverable it: Performance Period - Date Range Sub -contractor Name Subcontractor Invoice Number Sub -contractor Invoice Date Check Number Cheek Amount Amount requested for reimbursement Amount to credit towards Match* Comments DEP Agreement No. NS0I8, Attachment B, Page 5 of 8 Contractual Total for Task i_ : $ - 1$ EQUIPMENT AND SUPPLY/EXPENSE DETAIL Complete one table for each task containing Equipment and Supply/Expense Reimbursement Request Add rows as needed for each table. Add tables as needed, if more than two tasks are In the Invoice Enter the Equiment and Supplies/Expense sums for each task Into the Invoice Summary spreadsheet 'Include the match amount if match Is required in the Agreement and is Included in the invoice Task/Dellverable 9: Supplie s/Expense Equipment ISupptles/Expense Egelpmen Invoice/Receipt InvokeRte:eipt Amount requested Performance Period - Date Range Vendor Name Number Date Check Number Check Amount for reimbursement Amount Regwabd ter Reimbursement.""t'd Amount to cede towards Mat.M Amour Comments to male towels stake' Amount regulated for relmbureement AmO1'rs Requested for Reimbursement Amount to cede tovarM March* Ammon to credit towards Ketch' Comments Supplies/Expense Totals for Tasks_ � $ • $ • I$ Task/Deliverable 9: Supplies/Expense Equipment Supplies/Expense Equipment Performance Period - Date Range Vendor Name Invoice/Receipt Number Imole Rtecelpt Date Check Number Check Amount Amount regulated for relmbureement AmO1'rs Requested for Reimbursement Amount to cede tovarM March* Ammon to credit towards Ketch' Comments Supplies/Expense Totals for Task R_ $ - $ - $ - $ DEP Agreement No. NS018, Attachment B, Page 6 of 8 SALARY AND FRINGE DETAIL Complete one table for each task containing Salary and Fringe Reimbursement Requests Add rows as needed for each table. Add tables as needed, If more than two tasks are In the Invoke. Enter the Salary and Fringe sums for each task Into the Invoice Summary spreadsheet. *Include the match amount if match Is required In the Agreement and Is Included In the invoice. Task/Deliverable #: Position Title Employee Name Performance Period - Date Range Hourly Wage Fringe Rate (%) No. Hours Worked for reimbursement Salary Amount per employee for reimbursement Fringe Amount per employee for reimbursement No. hours worked for match Salary to credit towards Match• Fringe to credit towards Match• $ - $- $ - $ - $ - $- $ $ - $ $- $ $ - $ - $- $ • $ $ $$ - $ - $ $- $ - $ . $ - $- $ - $ - $ - $$ - $ • $ - $- $ - $ - $ - $$ - $ - Salaries/Fringe Totals for Task g_: $ - $- $ - $ - Task/Deliverable g: Position Title Employee Name Performance Period - Date Range Hourly Wage Fringe Rate (%) No. Hours Worked for reimbursement Salary Amount per employee for reimbursement Fringe Amount per employee for reimbursement No. hours worked for match Salary to credit towards Match' Fringe to credit towards Match $ - $- $ - $ - $ - $- $ - $ - $ - $- $ - $ • $ - $• $ - $ - $ $$ - $ - $ - $- $ - $ - $ $- $ - $ - $ - $$ - $ - $ - $$ - $ $ - $- $ - $ - Salarkes/Fringe Totals for Task •_ $ - $- $ - $ - DEP Agreement No. NS018, Attachment B, Page 7 of 8 Instructions for Completing Request for Payment - Part II Include the Grantee Name, Payment Request No., and DEP Agreement Number. List vendor invoices that are associated with the Project by Task/Deliverable. 1 Invoice Amount: Amount of Invoice being submitted for reimbursement. 2 Local Share or Other Funding or Amount Not Requested: Portion of invoice paid for by Grantee. Requested Amount: Subtract Grantee's Local Share or Other Funding or Amount Not Requested (2) from Invoice 3 Amount (1). Deliverable Number: Must identify completed deliverable(s) for each invoice. If invoice covers multiple deliverables, that invoice would be listed multiple times, a line item for each deliverable with any portion not 4 applicable to that Task/Deliverable identified under (2). Submittal Instructions Instructions for E -mailing: The program now accepts reimbursement requests electronically. When scanning please be sure that the minimum scan resolution must be 300 DPI (dots per inch). When reimbursement requests are sent electronically, please do not also send a hard copy by postal mail. Remit Payment Request by E-mail to the Department's Grant Manager Be sure the E-mail payment request includes the following: Subject: Project Number_Disbursement Number: example — LP14025_Disb_1 Attachments: 1) Attachment B Payment Request Summary 2) Request for Payment Part II Reimbursement Detail 3) Copies of invoices 4) Other supporting documentation, as needed For questions or concerns regarding these forms or if you would like the payment request forms listed above in electronic format please contact the Department's Grant Manager. DEP Agreement No. NS018, Attachment B, Page 8 of 8 ATTACHMENT C Contract Payment Requirements Florida Department of Financial Services, Reference Guide for State Expenditures Cost Reimbursement Contracts Invoices for cost reimbursement contracts must be supported by an itemized listing of expenditures by category (salary, travel, expenses, etc.). Supporting documentation must be provided for each amount for which reimbursement is being claimed indicating that the item has been paid. Check numbers may be provided in lieu of copies of actual checks. Each piece of documentation should clearly reflect the dates of service. Only expenditures for categories in the approved contract budget should be reimbursed. Listed below are examples of the types of documentation representing the minimum requirements: (1) Salaries: (2) Fringe Benefits: (3) Travel: (4) Other direct costs: (5) In-house charges: A payroll register or similar documentation should be submitted. The payroll register should show gross salary charges, fringe benefits, other deductions and net pay. If an individual for whom reimbursement is being claimed is paid by the hour, a document reflecting the hours worked times the rate of pay will be acceptable. Fringe Benefits should be supported by invoices showing the amount paid on behalf of the employee (e.g., insurance premiums paid). If the contract specifically states that fringe benefits will be based on a specified percentage rather than the actual cost of fringe benefits, then the calculation for the fringe benefits amount must be shown. Exception: Governmental entities are not required to provide check numbers or copies of checks for fringe benefits. Reimbursement for travel must be in accordance with Section 112.061, Florida Statutes, which includes submission of the claim on the approved State travel voucher or electronic means. Reimbursement will be made based on paid invoices/receipts. If nonexpendable property is purchased using State funds, the contract should include a provision for the transfer of the property to the State when services are terminated. Documentation must be provided to show compliance with Department of Management Services Rule 60A-1.017, Florida Administrative Code, regarding the requirements for contracts which include services and that provide for the contractor to purchase tangible personal property as defined in Section 273.02, Florida Statutes, for subsequent transfer to the State. Charges which may be of an internal nature (e.g., postage, copies, etc.) may be reimbursed on a usage log which shows the units times the rate being charged. The rates must be reasonable. (6) Indirect costs: If the contract specifies that indirect costs will be paid based on a specified rate, then the calculation should be shown. Contracts between state agencies, and or contracts between universities may submit alternative documentation to substantiate the reimbursement request that may be in the form of FLAIR reports or other detailed reports. The Florida Department of Financial Services, online Reference Guide for State Expenditures can be found at this web address: http://www.fldfs.com/aadir/reference guide.htm DEP Agreement No. NS018, Attachment C, Page 1 of 1 ATTACHMENT D PROGRESS REPORT FORM DEP Agreement No.: NS018 Grantee Name: Grantee Address: Grantee's Grant Manager: Telephone No.: Reporting Period: Project Number and Title: Provide the following information for all tasks and deliverables identified in the Grant Work Plan: a summary of project accomplishments for the reporting period; a comparison of actual accomplishments to goals for the period; if goals were not met, provide reasons why; provide an update on the estimated time for completion of the task and an explanation for any anticipated delays and identify by task. NOTE: Use as many pages as necessary to cover all tasks in the Grant Work Plan. The following format should be followed: Task 1: Progress for this reporting period: Identify any delays or problems encountered: This report is submitted in accordance with the reporting requirements of DEP Agreement No. NS018 and accurately reflects the activities associated with the project. Signature of Grantee's Grant Manager DEP Agreement No NS018., Attachment D, Page 1 of 1 Date { ATTACHMENT E SPECIAL AUDIT REQUIREMENTS The administration of resources awarded by the Department of Environmental Protection (which may be referred to as the "Department'; "DEP'; "FDEP" or "Grantor", or other name in the contract/agreement) to the recipient (which may be referred to as the "Contractor", Grantee" or other name in the contract/agreement) may be subject to audits and/or monitoring by the Department of Environmental Protection, as described in this attachment. MONITORING In addition to reviews of audits conducted in accordance with OMB Circular A-133 and Section 215.97, F.S., as revised (see "AUDITS" below), monitoring procedures may include, but not be limited to, on-site visits by Department staff, limited scope audits as defined by OMB Circular A-133, as revised, and/or other procedures. By entering into this Agreement, the recipient agrees to comply and cooperate with any monitoring procedures/processes deemed appropriate by the Department of Environmental Protection. In the event the Department of Environmental Protection determines that a limited scope audit of the recipient is appropriate, the recipient agrees to comply with any additional instructions provided by the Department to the recipient regarding such audit. The recipient further agrees to comply and cooperate with any inspections, reviews, investigations, or audits deemed necessary by the Chief Financial Officer or Auditor General. AUDITS PART I: FEDERALLY FUNDED This part is applicable if the recipient is a State or local government or a non-profit organization as defined in OMB Circular A-133, as revised. 1. In the event that the recipient expends $500,000 or more in Federal awards in its fiscal year, the recipient must have a single or program -specific audit conducted in accordance with the provisions of OMB Circular A-133, as revised. EXHIBIT 1 to this Attachment indicates Federal funds awarded through the Department of Environmental Protection by this Agreement. In determining the Federal awards expended in its fiscal year, the recipient shall consider all sources of Federal awards, including Federal resources received from the Department of Environmental Protection. The determination of amounts of Federal awards expended should be in accordance with the guidelines established by OMB Circular A-133, as revised. An audit of the recipient conducted by the Auditor General in accordance with the provisions of OMB Circular A-133, as revised, will meet the requirements of this part. 2. In connection with the audit requirements addressed in Part I, paragraph 1, the recipient shall fulfill the requirements relative to auditee responsibilities as provided in Subpart C of OMB Circular A-133, as revised. 3. If the recipient expends less than $500,000 in Federal awards in its fiscal year, an audit conducted in accordance with the provisions of OMB Circular A-133, as revised, is not required. In the event that the recipient expends less than $500,000 in Federal awards in its fiscal year and elects to have an audit conducted in accordance with the provisions of OMB Circular A-133, as revised, the cost of the audit must be paid from non -Federal resources (i.e., the cost of such an audit must be paid from recipient resources obtained from other than Federal entities). 4. The recipient may access information regarding the Catalog of Federal Domestic Assistance (CFDA) via the intemet at http://12.46.245.173/cfda/cfda.html. DEP Agreement No. NS018, Attachment E, Page 1 of 5 3 PART II: STATE FUNDED This part is applicable if the recipient is a nonstate entity as defined by Section 215.97(2)(m), Florida Statutes. 1. In the event that the recipient expends a total amount of state financial assistance equal to or in excess of $500,000 in any fiscal year of such recipient, the recipient must have a State single or project -specific audit for such fiscal year in accordance with Section 215.97, Florida Statutes; applicable rules of the Department of Financial Services; and Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General. EXHIBIT 1 to this Attachment indicates state fmancial assistance awarded through the Department of Environmental Protection by this Agreement. In determining the state financial assistance expended in its fiscal year, the recipient shall consider all sources of state financial assistance, including state financial assistance received from the Department of Environmental Protection, other state agencies, and other nonstate entities. State financial assistance does not include Federal direct or pass-through awards and resources received by a nonstate entity for Federal program matching requirements. 2. In connection with the audit requirements addressed in Part II, paragraph 1; the recipient shall ensure that the audit complies with the requirements of Section 215.97(7), Florida Statutes. This includes submission of a financial reporting package as defined by Section 215.97(2), Florida Statutes, and Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General. 3. If the recipient expends less than $500,000 in state financial assistance in its fiscal year, an audit conducted in accordance with the provisions of Section 215.97, Florida Statutes, is not required. In the event that the recipient expends less than $500,000 in state financial assistance in its fiscal year, and elects to have an audit conducted in accordance with the provisions of Section 215.97, Florida Statutes, the cost of the audit must be paid from the non -state entity's resources (i.e., the cost of such an audit must be paid from the recipient's resources obtained from other than State entities). 4. For information regarding the Florida Catalog of State Financial Assistance (CSFA), a recipient should access the Florida Single Audit Act website located at https://apps.fldfs.com/fsaa for assistance. In addition to the above websites, the following websites may be accessed for information: Legislature's Website at http://www.lea.state.fl.us/Welcome/index.cfm, State of Florida's website at http://www.myflorida.com/, Department of Financial Services' Website at http://www.fldfs.com/ and the Auditor General's Website at http://www.state.fl.us/audaen. PART III: OTHER AUDIT REQUIREMENTS (NOTE: This part would be used to spec fy any additional audit requirements imposed by the State awarding entity that are solely a matter of that State awarding entityspolicy (i.e., the audit is not required by Federal or State laws and is not in conflict with other Federal or State audit requirements). Pursuant to Section 215.97(8), Florida Statutes, State agencies may conduct or arrange for audits of State financial assistance that are in addition to audits conducted in accordance with Section 215.97, Florida Statutes. In such an event, the State awarding agency must arrange for funding the full cost of such additional audits.) PART IV: REPORT SUBMISSION 1. Copies of reporting packages for audits conducted in accordance with OMB Circular A-133, as revised, and required by PART I of this Attachment shall be submitted, when required by Section .320 (d), OMB Circular A-133, as revised, by or on behalf of the recipient directly to each of the following: DEP Agreement No. NS018, Attachment E, Page 2 of 5 A. The Department of Environmental Protection at one of the following addresses: By Mail: Audit Director Florida Department of Environmental Protection Office of the Inspector General, MS 40 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Electronically: FDEPSingleAudit(iDdep.state. fl.us B. The Federal Audit Clearinghouse designated in OMB Circular A-133, as revised (the number of copies required by Sections .320 (d)(1) and (2), OMB Circular A-133, as revised, should be submitted to the Federal Audit Clearinghouse), at the following address: Federal Audit Clearinghouse Bureau of the Census 1201 East 10th Street Jeffersonville, IN 47132 Submissions of the Single Audit reporting package for fiscal periods ending on or after January 1, 2008, must be submitted using the Federal Clearinghouse's Internet Data Entry System which can be found at lrttp://harvester.census.gov/fac/ C. Other Federal agencies and pass-through entities in accordance with Sections .320 (e) and (f), OMB Circular A-133, as revised. 2. Pursuant to Section .320(f), OMB Circular A-133, as revised, the recipient shall submit a copy of the reporting package described in Section .320(c), OMB Circular A-133, as revised, and any management letters issued by the auditor, to the Department of Environmental Protection at one the following addresses: By Mail: Audit Director Florida Department of Environmental Protection Office of the Inspector General, MS 40 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Electronically: FDEPSingleAudit(dep.state.fl.us 3. Copies of fmancial reporting packages required by PART II of this Attachment shall be submitted by or on behalf of the recipient directly to each of the following: A. The Department of Environmental Protection at one of the following addresses: By Mail: Audit Director Florida Department of Environmental Protection Office of the Inspector General, MS 40 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Electronically: FDEPSingleAudit(i'vdep.state. fl.us DEP Agreement No. NS018, Attachment E, Page 3 of 5 } B. The Auditor General's Office at the following address: State of Florida Auditor General Room 401, Claude Pepper Building 111 West Madison Street Tallahassee, Florida 32399-1450 4. Copies of reports or management letters required by PART III of this Attachment shall be submitted by or on behalf of the recipient directly to the Department of Environmental Protection at one of the following addresses: By Mail: Audit Director Florida Department of Environmental Protection Office of the Inspector General, MS 40 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Electronically: FDEPSinuleAudit(dep.state.fl.us 5. Any reports, management letters, or other information required to be submitted to the Department of Environmental Protection pursuant to this Agreement shall be submitted timely in accordance with OMB Circular A-133, Florida Statutes, or Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General, as applicable. 6. Recipients, when submitting financial reporting packages to the Department of Environmental Protection for audits done in accordance with OMB Circular A-133, or Chapters 10.550 (local governmental entities) or 10.650 (nonprofit and for-profit organizations), Rules of the Auditor General, should indicate the date that the reporting package was delivered to the recipient in correspondence accompanying the reporting package. PART V: RECORD RETENTION The recipient shall retain sufficient records demonstrating its compliance with the terms of this Agreement for a period of 5 years from the date the audit report is issued, and shall allow the Department of Environmental Protection, or its designee, Chief Financial Officer, or Auditor General access to such records upon request. The recipient shall ensure that audit working papers are made available to the Department of Environmental Protection, or its designee, Chief Financial Officer, or Auditor General upon request for a period of 3 years from the date the audit report is issued, unless extended in writing by the Department of Environmental Protection. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK DEP Agreement No. NS018, Attachment E, Page 4 of 5 EXIIIBIT —1 FUNDS AWARDED TO THE RECIPIENT PURSUANT TO THIS AGREEMENT CONSIST OF THE FOLLOWING: Federal Resources Awarded to the Recipient Pursuant to this Agreement Consist of the Following: Federal Program Number Federal Agency CFDA Number CFDA Title Funding Amount State Appropriation Category State Appropriation Category Original Agreement General Appropriations Act Line Item 1646 2015 - 2016 37.039 Statewide Surface Water Restoration and Wastewater Projects $ 183,630 140076 State Resources Awarded to the Recipient Pursuant to this Agreement Consist of the Following Matching Resources for Federal Programs: Federal Program Number Federal Agency CFDA CFDA Title Funding Amount State Appropriation Category State Appropriation Category Original Agreement General Appropriations Act Line Item 1646 2015 - 2016 37.039 Statewide Surface Water Restoration and Wastewater Projects $ 183,630 140076 State Resources Awarded to the Recipient Pursuant to this Agreement Consist of the Following Resources Subject to Section 215.97, F.S.: State Program Number Funding Source State Fiscal Year CSFA Number CSFA Title or Funding Source Description Funding Amount State Appropriation Category Original Agreement General Appropriations Act Line Item 1646 2015 - 2016 37.039 Statewide Surface Water Restoration and Wastewater Projects $ 183,630 140076 Total Award $183,630 For each program identified above, the recipient shall comply with the program requirements described in the Catalog of Federal Domestic Assistance (CFDA) [http://12.46.245.173/cfda/cfda.hunl] and/or the Florida Catalog of State Financial Assistance (CSFA) [https://apps.fldfs.com/fsaa/searchCatalog.aspx]. The services/purposes for which the funds are to be used are included in the Contract scope of services/work. Any match required by the recipient is clearly indicated in the Contract. DEP Agreement No. NSOI 8, Attachment E, Page 5 of 5 ATTACHMENT G QUALITY ASSURANCE REQUIREMENTS 1. All sampling and analyses performed under this Contract must conform to the requirements set forth in Chapter 62-160, Florida Administrative Code (F.A.C.) and "Requirements for Field and Analytical Work performed for the Department of Environmental Protection under Contract" (DEP-QA-002/02), February 2002. 2. LABORATORIES a. The GRANTEE shall ensure that all standard laboratory testing activities are performed by laboratories certified by the Florida Department of Health Environmental Laboratory Certification Program (DoH ELCP) for all applicable matrix/method/analyte combinations to be measured. For non -potable water matrix, the certification requirement is considered satisfied if the laboratory is certified for the contracted analyte in at least one method that uses the same analytical technology as the contract -proposed method. b. If the laboratory is not certified for some or all of the proposed test measurements, the laboratory shall apply for certification within one month of Contract execution. Within six months of Contract execution, the laboratory shall be fully certified for all applicable matrix/method (or analytical technology)/analyte combinations to be performed. Regardless of when the laboratory receives certification, the laboratory must implement all applicable standards of the National Environmental Laboratory Accreditation Conference (NELAC) upon Contract execution. c. Laboratories shall maintain certification as specified in item 2.a above during the life of the Contract. Should certification for an analyte or test method be lost, all affected tests shall be immediately sub- contracted to a laboratory with current DoH ELCP certification in the appropriate matrix/method/analyte combination(s). The GRANTEE shall notify the DEP contract manager in writing before any change to a sub -contracted laboratory is made. d. A copy of the DoH ELCP Certificate and the associated list of specific fields of accreditation for each contracted or sub -contracted laboratory shall be provided to the DEP contract manager upon Contract execution or upon receiving DoH certification (see items 2.a and 2.b above). e. The GRANTEE shall ensure that an acceptable initial demonstration of capability (IDOC), as described in Appendix C of Chapter 5 of the NELAC Standards is performed. Each laboratory that performs any of the proposed matrix/method (or analytical technology)/analyte combination(s) must have the requisite IDOC documentation and supporting laboratory records. IDOCs shall be performed and shall meet the contract specified requirements for precision, accuracy, and the method detection limit (MDL) and/or practical quantitation limit(PQL) before the test procedure is used to generate data for this Contract. If requested by the Department, documentation that supports the IDOC shall be made available for review. f. When performance test samples are not required by DoH ELCP for certification, the laboratory shall obtain, analyze and evaluate performance test samples, standard reference materials (SRM) or other externally assayed quality control (QC) samples, hereinafter known collectively as quality control check (QCC) samples. (i) The laboratory shall ensure that the selected QCC samples(s) represent all matrix/method/analyte combinations that are not subject to certification requirements. (ii) These samples shall be analyzed at six-month intervals and the results shall be within the acceptable range established by the QCC sample provider. (iii) Before providing analytical services for this Contract, the laboratory must provide to the DEP contract manager the results of the QCC sample(s) and the associated acceptable range(s) as established by the QCC sample provider. The submitted results must be from QCC samples that have been completed within the previous six months prior to the submission date. g. Any non-standard laboratory procedures or methods that are proposed for use (i.e., those not approved by DEP for standard environmental analyses) shall be submitted for review and approval in accordance with DEP-QA-001/01, "New and Alternative Analytical Laboratory Methods," February 1, 2004. These procedures or methods shall be approved by the DEP contract manager before use under this Contract and must be cited or described in the required planning document (see Section 6). h. The GRANTEE shall ensure that Practical Quantitation Limits (PQLs) and Method Detection Limits (MDLs) are listed in the planning document (see Section 6). i. The GRANTEE shall ensure that the selected laboratory test methods listed in the planning document can provide results that meet the Contract data quality objectives. j. The GRANTEE shall ensure that all laboratory testing procedures follow the analytical methods as approved in the planning document (see Section 6). DEP Agreement No. NS018, Attachment G, Page 1 of 5 k. The GRANTEE shall ensure that the all laboratory quality control measures for standard methods are consistent with Chapter 5 of the NELAC standards. 1. In addition, the GRANTEE shall ensure that the quality control requirements specified in the attached addenda are followed. m. The GRANTEE shall ensure that all sample results are calculated according to the procedures specified in the analytical methods approved in the planning document. 3. FIELD ACTIVITIES a. "Sample" refers to samples that have been either collected or analyzed under the terms of this Contract. b. The GRANTEE shall ensure that all sample collection and field testing activities are performed in accordance with applicable Department "Standard Operating Procedures for Field Activities" (DEP-SOP- 001/01, March 1, 2014). The specific standard operating procedures (SOPs) to be used for this Contract shall be cited in the planning document (see Section 6). SOPs for field sample collection or testing not included in the Department's SOPs shall be included or cited in the planning document. c. Any non-standard field procedure shall be submitted for review and approval to the DEP contract manager. All non-standard procedures and methods must be approved by the DEP contract manager before use under this Contract and must be cited or described in the planning document. d. Per the quality control measures outlined in DEP SOP FQ 1000, the GRANTEE shall ensure that the following field quality controls (and any additional quality control measures specified in the addenda) are incorporated into the project design for applicable test methods: (i) Matrix -Related Quality Controls - The GRANTEE shall ensure that the laboratory is provided with sufficient sample volume to analyze at least one set of matrix spikes and either matrix spike duplicates or laboratory duplicates as follows: (1) The first time a sample from a sample collection matrix (see Table FA 1000-1 in DEP SOP FA 1000) is collected; (2) One in each additional 20 samples of the sample collection matrix, after the first 20 samples; and (3) The last time samples are collected for the sample collection matrix. (ii) Field -Generated Quality Control (QC) Blanks — Blanks associated with field activities as defined in part FQ 1210 of DEP SOP FQ 1000 shall be collected according to the requirements of part FQ 1230. (1) If an analyte detected in the sample is also found in any field -generated QC blank that is associated with the sample, the GRANTEE shall investigate and attempt to determine the cause of the QC blank contamination. The outcome of this investigation shall be reported and shall include a discussion of the corrective measures taken to minimize future occurrences of QC blank contamination. (2) If an analyte detected in the sample is also found in any field -generated QC blank that is associated with the sample, the GRANTEE shall ensure that the analyte in any affected sample is reported as estimated ("G" data qualifier code, with a narrative explanation), unless the analyte concentration in the blank is 510% of the reported concentration in the associated sample. 4. REPORTING, DOCUMENTATION AND RECORDS RETENTION a. The GRANTEE shall ensure that all laboratory and field records applicable to the Contract, as outlined in Rules 62-160.240 and F.A.C. are retained for a minimum of five years after the generation or completion of records. b. All field and laboratory records that are associated with work performed under this Contract shall be organized so that any information can be quickly and easily retrieved for inspection, copying or distribution. c. The GRANTEE shall ensure that all laboratory reports for standard methods are issued in accordance with NELAC requirements. These reports shall be submitted to the DEP contract manager and shall include the following information: ► Laboratory sample identification (ID) and associated Field ID ► Analytical/test method ► Parameter/analyte name ► Analytical result (including dilution factor) ► Result unit ► Applicable DEP Qualifiers per Table 1 of Chapter 62-160, F.A.C. ► Result comment(s) to include corrective/preventive actions taken for any failed QC measure (e.g., QC sample, calibration failure) or other problem related to the analysis of the samples ► Date and time of sample preparation (if applicable) DEP Agreement No. NS018, Attachment G, Page 2 of 5 ► Date and time of sample analysis ► Results of laboratory verification of field preservation ► Sample matrix ► DoH ELCP certification number for each laboratory (must be associated with the test result(s) generated by the laboratory) ► MDL, LOD or other defined limit of detection ► PQL, LOQ or other defined limit of quantification ► Sample type (such as blank type, duplicate type) ► Field and laboratory QC blank results: • Laboratory QC blank analysis results as required by the method, NELAC Chapter 5 and the planning document (see Section 6 below); • Field quality control results including field blanks, equipment blanks, and field duplicates (or replicates) as specified in the planning document (see Section 6) ► Results of sample matrix spikes, laboratory duplicates or matrix spike duplicates, as applicable ► Results of surrogate spike analyses (if performed) ► Results of laboratory control samples (LCS) ► Link between each reported quality control measure (e.g., QC blanks, matrix spikes, LCS, duplicates, calibration verification) and the associated sample result(s) ► Acceptance criteria used to evaluate each reported quality control measure d. The GRANTEE shall ensure that the following field -related information is reported to the DEP contract manager: ► Site name and location information ► Field ID for each sample container and the associated analytes (test methods) for which the container was collected ► Date and time of sample collection ► Sample collection depth ► Sample collection method identified by the DEP SOP number, where applicable ► If performed, indicate samples that were filtered ► Field test measurement results: • DEP SOP number (FT -series), where applicable • Parameter name • Result • Result unit • Applicable Data Qualifiers per Table 1 of Chapter 62-160, F.A.C. ► Narrative comments discussing corrective/preventive actions taken for any failed QC measure (e.g., blank contamination, meter calibration failure, split sample results), unacceptable field measurement or other problems related to the sampling event. e. The Department reserves the right to request some or all of the laboratory or field information in a specified format. 5. The GRANTEE shall submit the data electronically using the format identified in QAPP 6. AUDITS a. AUDITS BY THE DEPARTMENT — Pursuant to Rule 62-160.650, F.A.C., the Department may conduct audits of field and/or laboratory activities. In addition to allowing Department representatives to conduct onsite audits, the GRANTEE, upon request by the Department, must provide all field and laboratory records pertinent to the contracted field and laboratory activities. If an audit by the Department results in a determination that the reported data are not usable for the purpose(s) or do not meet the data quality objectives specified by the Contract, the DEP contract manager shall pursue remedies available to the Department, including those outlined in Section 8 below. b. PLANNING REVIEW AUDITS — (i) Initial: Prior to the completion of the sampling and analysis events and after the second completed sampling and analysis event but no later than fourth, the GRANTEE and all associated subGRANTEEs shall review the planning document (see Section 6 below) relative to the completed field and laboratory activities to determine if the data quality objectives are being met, identify any improvements to be made to the process, and refine the sampling and/or analytical design or schedule. Within one month of the review, a summary of the review, including any corrective action plans or DEP Agreement No. NS018, Attachment G, Page 3 of 5 amendments to the planning document, shall be sent to the DEP contract manager and a copy shall be maintained with the permanent project records. (ii) Ongoing: Planning reviews as described in item (i) above shall occur annually, if applicable. c. QUALITY SYSTEMS AUDITS — The GRANTEE and all subGRANTEEs shall ensure that any required laboratory and field quality system audits are performed according to the respective quality manuals or other relevant internal quality assurance documents for each contracted and sub -contracted entity. These audits shall be documented in the GRANTEE's and subcontractors' records. d. STATEMENTS OF USABILITY — As a part of the audit process and the final report, the GRANTEE shall provide statements about data usability relative to the Contract Data Quality Objectives and Data Quality Indicators specified in the planning document, this attachment and the addenda. (i) The GRANTEE shall ensure that all applicable data quality acceptance and usability criteria are listed in the planning document. (ii) The GRANTEE shall ensure that the results of all quality control measures are evaluated according to the acceptance criteria listed in the planning document GRANTEE. (iii) The GRANTEE shall ensure that all sample results are evaluated according to all applicable usability criteria specified in the planning document. 7. PLANNING DOCUMENT a. The GRANTEE shall submit the planning document identified below to the DEP contract manager no later than 120 days prior to the commencement of field and laboratory activities. Failure to submit the planning document in this required timeframe shall result in a delay of approval to begin work until the document has been submitted to the Department and approved by the DEP contract manager. The document shall be submitted as a Quality Assurance Project Plan (QAPP). The plan shall be consistent with the EPA Document EPA-QA/R-5, EPA Requirements for Quality Assurance Project Plans, dated March 2001. b. The GRANTEE and subGRANTEEs may submit a version of the planning document to the Department for approval no more than three times. If the GRANTEE fails to obtain approval for the planning document after the third (final) submission to the Department, the DEP contract manager may suspend or terminate the Contract. c. The DEP Contract number shall appear on the title page of the submitted planning document. Within forty- five (45) days of receipt of the properly identified planning document by the Department, the Department shall review and either approve the planning document or provide comments to the GRANTEE and affected subGRANTEEs as to why the planning document is not approved. If further revisions are needed, the GRANTEE shall then have fifteen (15) days from the receipt of review comments to respond. The Department shall respond to all revisions to the planning document within thirty (30) days of receipt of any revisions. d. If the review of the planning document by the Department is delayed, through no fault of the GRANTEE, beyond sixty (60) days after the planning document is received by the Department, the GRANTEE shall have the option, after the planning document is approved, of requesting and receiving an extension in the term of the Contract for a time period not to exceed the period of delayed review and approval. This option must be exercised at Least sixty (60) days prior to the current termination date of the Contract. e. Work may not begin for specific Contract tasks until approval (or conditional approval) has been received by the GRANTEE from the DEP contract manager. Sampling and analysis for the Contract may not begin until the planning document has been approved (or conditionally approved). f. Once approved, the GRANTEE shall follow the protocols specified in the approved planning document including, but not limited to: ► Ensuring that all stated quality control measures are collected, analyzed and evaluated for acceptability; ► Using only the protocols approved in the planning document; and ► Using only the equipment approved in the planning document. g. If any significant changes in procedures or test methods, changes in equipment, changes in subGRANTEE organizations or changes in key personnel occur, the GRANTEE shall submit appropriate revisions of the planning document to the DEP contract manager for review. The proposed revisions may not be implemented until they have been approved by the DEP contract manager. If the GRANTEE fails to submit the required revisions, the DEP contract manager may suspend or terminate the Contract. These amendments shall be DEP Agreement No. NS018, Attachment G, Page 4 of 5 (i) Documented through written or electronic correspondence with the DEP contract manager and incorporated into the approved planning document. 8. DELIVERABLES a. The following lists the expected schedule for the deliverables that are associated with the Quality Assurance requirements of this Contract: (i) Copy of DoH ELCP Certificate(s) and the associated list(s) of specific fields of accreditation, per item 2.d above. (ii) Copies of the QCC sample results per item 2.f. above. (iii) Non-standard laboratory or field procedures — The GRANTEE shall submit to the DEP contract manager all required information necessary for review of non-standard procedures per items 2.g. and 3.c. above. (iv) Reports of planning review audits as specified in item 5.b. above. (v) Statements of Usability as specified in item 5.d. above. (vi) Planning document per Section 6, above. 9. CONSEQUENCES a. Failure to comply with any requirement of this attachment may result in: (i) Immediate termination of the Contract. (ii) Withheld payment for the affected activities. (iii) Contract suspension until the requirement(s) has been met. (iv) A request to refund already disbursed payments. (v) A request to redo work affected by the non-compliant activity. (vi) Other remedies available to the Department. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK DEP Agreement No. NS018, Attachment G, Page 5 of 5 4 Jan 17, 2017 PO NO. 950000 SOUTH FLORIDA WATER MANAGEMENT DISTRICT LOCAL GOVERNMENTAL AGREEMENT AGREEMENT NO. 4600003556 BETWEEN THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT AND CITY OF OKEECHOBEE THIS AGREEMENT is entered into as of by and between the South Florida Water Management District (DISTRICT) and City of Okeechobee (CITY). WHEREAS, the DISTRICT is a government entity created by Chapter 373, Florida Statutes; and WHEREAS, the DISTRICT desires to provide financial assistance to the CITY for the Centennial Park Stormwater Drainage Construction; and WHEREAS, the CITY warrants and represents that it has no obligation or indebtedness that would impair its ability to fulfill the terms and conditions of this AGREEMENT; and WHEREAS, the Governing Board of the DISTRICT, at its September 8, 2016 meeting, approved entering into this AGREEMENT with the CITY; NOW, THEREFORE, in consideration of the covenants and representations set forth herein and other good and valuable consideration, the receipt and adequacy of which is hereby acknowledged, the parties agree as follows: 1. The DISTRICT agrees to contribute funds and the CITY agrees to perform the work set forth in Exhibit "A" attached hereto and made a part hereof, subject to availability of funds and in accordance with their respective authorities for the Centennial Park Stormwater Drainage Construction. 2. The period of performance of this AGREEMENT shall commence on October 1, 2016 and shall terminate on October 31, 2018. 3. The total DISTRICT contribution for all work completed herein shall not exceed the amount of $175,000 or 50% of eligible stormwater expenditures for the project as noted in Exhibit B, whichever is less. Agreement No. 4600003556, Page 1 of 7 A 4. The CITY shall submit Reimbursement Request Packages as described in the Payment and Deliverables Schedule set forth in Exhibit "B" attached hereto and made a part hereof. Payments by the DISTRICT shall be made following receipt and acceptance of the Reimbursement Request Packages by the DISTRICT's Project Manager. Reimbursement Request Packages shall adequately demonstrate completion of each Task in accordance with Exhibit "A" and shall include, but not be limited to, a copy of the CITY's invoice and other documentation supporting payment. 5. The DISTRICT's payment is a reimbursement of actual eligible expenditures and is therefore contingent on adequate documentation to support actual eligible expenditures within the not -to -exceed AGREEMENT funding limitation. The CITY should provide prior written notice to the DISTRICT's Project Manager of its decision to apply the unexpended balance toward a subsequent Task. Actual eligible expenditures less than the estimated project cost will result in a reduced final payment per the AGREEMENT funding limitation. The CITY is responsible for any additional funds either through local revenues, grants, other appropriations, and/or other funding sources. 6. The CITY shall provide evidence that its minimum cost -share of 50% has been met for each submitted invoice. Absence of proper supporting documentation may result in non- payment or audit and return of prior payments. In no event shall the DISTRICT be liable for any contribution hereunder in excess of $175,000. 7. If the total consideration for this AGREEMENT is subject to multi-year funding allocations, funding for each applicable fiscal year of this AGREEMENT will be subject to Governing Board budgetary appropriation. In the event the DISTRICT does not approve funding for any subsequent fiscal year, this AGREEMENT shall terminate upon expenditure of the current funding, notwithstanding other provisions in this AGREEMENT to the contrary. The DISTRICT will notify the CITY in writing after the adoption of the final DISTRICT budget for each subsequent fiscal year if funding is not approved for this AGREEMENT. 8. The CITY shall submit quarterly financial reports to the DISTRICT providing a detailed accounting of all expenditures incurred hereunder throughout the term of this AGREEMENT. The CITY shall report and document the amount of funds expended per month during the quarterly reporting period and the AGREEMENT expenditures to date within the maximum not -to -exceed AGREEMENT funding limitation. 9. The CITY's contribution shall be at least 50% of the total amount of the project in conformity with the laws and regulations governing the CITY. 10. All work to be performed under this AGREEMENT is set forth in Exhibit "A", Statement of Work, which is attached hereto and made a part of this AGREEMENT. The CITY shall submit quarterly progress reports detailing the status of work to date for each task. The work specified in Exhibit "A" shall be under the direction of the CITY but shall be open to periodic review and inspection by either party. No work set forth in Exhibit "A" shall be performed beyond September 28, 2018 unless authorized through execution of an amendment to this AGREEMENT to cover succeeding periods. Page 2 of 7, Agreement No. 4600003556 11. The CITY shall not subcontract, assign or transfer any other work under this AGREEMENT without the prior written consent of the DISTRICT's Project Manager. The CITY agrees to be responsible for the fulfillment of all work elements included in any subcontract and agrees to be responsible for the payment of all monies due under any subcontract. It is understood and agreed by the CITY that the DISTRICT shall not be liable to any subcontractor for any expenses or liabilities incurred under the subcontract(s). 12. Both the DISTRICT and the CITY shall have joint ownership rights to all work items, including but not limited to, all documents, technical reports, research notes, scientific data, computer programs, including the source and object code, which are developed, created or otherwise originated hereunder by the other party, its subcontractor(s), assign(s), agent(s) and/or successor(s) as required by the Exhibit "A", Statement of Work. Both parties' rights to deliverables received under this AGREEMENT shall include the unrestricted and perpetual right to use, reproduce, modify and distribute such deliverables at no additional cost to the other party. 13. The CITY, to the extent permitted by law, assumes any and all risks of personal injury, bodily injury and property damage attributable to negligent acts or omissions of the CITY and the officers, employees, servants and agents thereof. The CITY represents that it is self-funded for Worker's Compensation and liability insurance, covering bodily injury, personal injury and property damage, with such protection being applicable to the CITY, its officers and employees while acting within the scope of their employment during performance of under this AGREEMENT. In the event that the CITY subcontracts any part or all of the work hereunder to any third party, the CITY shall require each and every subcontractor to identify the DISTRICT as an additional insured on all insurance policies as required by the CITY. Any contract awarded by the CITY shall include a provision whereby the CITY's subcontractor agrees to indemnify, pay on behalf, and hold the DISTRICT harmless from all damages arising in connection with the CITY's subcontract. 14. The CITY and the DISTRICT further agree that nothing contained herein shall be construed or interpreted as (1) denying to either party any remedy or defense available to such party under the laws of the State of Florida; (2) the consent of the State of Florida or its agents and agencies to be sued; or (3) a waiver of sovereign immunity of the State of Florida beyond the waiver provided in Section 768.28, Florida Statutes. 15. The parties to this AGREEMENT are independent entities and are not employees or agents of the other parties. Nothing in this AGREEMENT shall be interpreted to establish any relationship other than that of independent entities, between the DISTRICT, the CITY, their employees, agents, subcontractors or assigns, during or after the term of this AGREEMENT. The parties to this AGREEMENT shall not assign, delegate or otherwise transfer their rights and obligations as set forth in this AGREEMENT without the prior written consent of the other parties. Any attempted assignment in violation of this provision shall be void. 16. The parties to this AGREEMENT will not discriminate against any person on legally protected bases in any activity under this AGREEMENT. 17. The CITY, its employees, subcontractors or assigns, shall comply with all applicable federal, state and local laws, regulations and requirements relating to the performance of this AGREEMENT. The DISTRICT undertakes no duty to ensure such compliance, but Page 3 of 7, Agreement No. 4600003556 will attempt to advise the CITY, upon request, as to any such laws of which it has present knowledge. 18. Either party may terminate this AGREEMENT at any time for convenience upon thirty (30) calendar days prior written notice to the other party. In the event of termination, all funds not expended by the CITY for authorized work performed through the termination date shall be returned to the DISTRICT within sixty (60) days of termination. 19. The CITY shall allow public access to all project documents and materials in accordance with the provisions of Chapter 119, Florida Statutes. Should the CITY assert any exemptions to the requirements of Chapter 119 and related Statutes, the burden of establishing such exemption, by way of injunctive or other relief as provided by law, shall be upon the CITY. 20. The CITY shall maintain records and the DISTRICT shall have inspection and audit rights below. The CITY shall similarly require each subcontractor to maintain and allow access to such records for audit purposes: A. Maintenance of Records: The CITY shall maintain all financial and non-financial records and reports directly or indirectly related to the negotiation or performance of this AGREEMENT including supporting documentation for any service rates, expenses, research or reports. Such records shall be maintained and made available for inspection for a period of five (5) years from the expiration date of this AGREEMENT. B. Examination of Records: The DISTRICT or designated agent shall have the right to examine in accordance with generally accepted governmental auditing standards all records directly or indirectly related to this AGREEMENT. Such examination may be made only within five (5) years from the expiration date of this AGREEMENT. C. Extended Availability of Records for Legal Disputes: In the event that the DISTRICT should become involved in a legal dispute with a third party arising from performance under this AGREEMENT, the CITY shall extend the period of maintenance for all records relating to the AGREEMENT until the final disposition of the legal dispute. All such records shall be made readily available to the DISTRICT. 21. If the DISTRICT's contribution includes state or federal appropriated funds, the CITY shall, in addition to the obligations set forth in paragraph 20 above, require each subcontractor to maintain and allow access to such records in compliance with the requirements of the Florida State Single Audit Act and the Federal Single Audit Act. 22. All notices or other communication regarding this AGREEMENT shall be in writing and forwarded to the attention of the following individuals: South Florida Water Management District City of Okeechobee Attn: Nestor Garrido, Project Manager Attn: Sharman Rose, Contract Specialist 3301 Gun Club Road West Palm Beach, FL 33406 Telephone No: (561) 682-2167 Email: shrose@sfwmd.gov Attn: David Allen, Project Manager 55 Southeast 3`d Avenue, #201 Okeechobee, FL 34972 Telephone No: (863) 763-3372 X212 Email: dallen@cityofokeechobee.com Page 4 of 7, Agreement No. 4600003556 23. CITY shall send its invoices and any attachments to APInvoiceAsfwmd.gov and a copy to the DISTRICT Project Manager. All invoices must reference the CITY's legal name as authorized to do business with the State of Florida; DISTRICT'S AGREEMENT Number and Purchase Order (PO) Number as specified on the cover/signature page of the AGREEMENT; a unique invoice number not previously used; date; a description of the services performed, and the amount to be invoiced. CITY shall: 1) submit invoices using a pdf file at a resolution of no less than 300 dpi; 2) name the pdf file with the CITY's name and the PO number; 3) provide all required attachments with the invoice file (refer to Attachment 1 to Exhibit C), and 4) include the PO number and Invoice number in the subject line of the email. If email or pdf filing is not possible, the CITY must provide the above to the following address: South Florida Water Management District Accounts Payable P.O. Box 24682 West Palm Beach, FL 33416-4682 CITY must submit its invoices in compliance with the requirements of this subsection and all other terms and conditions of this AGREEMENT in order to receive prompt payment by the DISTRICT as described in Section 218.70, F.S. CITY's failure to follow the instructions set forth in the AGREEMENT regarding a proper invoice and acceptable services and/or deliverables may result in an unavoidable delay in payment by the DISTRICT. 24. CITY recognizes that any representations, statements or negotiations made by DISTRICT staff do not suffice to legally bind DISTRICT in a contractual relationship unless they have been reduced to writing and signed by an authorized DISTRICT representative. This AGREEMENT shall inure to the benefit of and shall be binding upon the parties, their respective assigns, and successors in interest. 25. This AGREEMENT may be executed in one or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. A photocopy, electronic or facsimile copy of this AGREEMENT and any signatory hereon shall be considered for all purposes as original. 26. This AGREEMENT may be amended, extended or renewed only with the written approval of the parties. The DISTRICT shall be responsible for initiating any amendments to this AGREEMENT, if required. 27. This AGREEMENT, and any work performed hereunder, is subject to the Laws of the State of Florida. Nothing in this AGREEMENT will bind any of the parties to perform beyond their respective authority, nor does this AGREEMENT alter the legal rights and remedies which the respective parties would otherwise have, under law or at equity. 28. Should any term or provision of this AGREEMENT be held, to any extent, invalid or unenforceable, as against any person, entity or circumstance during the term hereof, by force of any statute, law, or ruling of any forum of competent jurisdiction, such invalidity shall not affect any other term or provision of this AGREEMENT, to the extent that the Page 5 of 7, Agreement No. 4600003556 AGREEMENT shall remain operable, enforceable and in full force and effect to the extent permitted by law. 29. Failures or waivers to insist on strict performance of any covenant, condition, or provision of this AGREEMENT by the parties shall not be deemed a waiver of any of its rights or remedies, nor shall it relieve the other party from performing any subsequent obligations strictly in accordance with the terms of this AGREEMENT. No waiver shall be effective unless in writing and signed by the party against whom enforcement is sought. Such waiver shall be limited to provisions of this AGREEMENT specifically referred to therein and shall not be deemed a waiver of any other provision. No waiver shall constitute a continuing waiver unless the writing states otherwise. 30. Any dispute arising under this AGREEMENT which cannot be readily resolved shall be submitted jointly to the signatories of this AGREEMENT with each party agreeing to seek in good faith to resolve the issue through negotiation or other forms of non-binding alternative dispute resolution mutually acceptable to the parties. A joint decision of the signatories, or their designees, shall be the disposition of such dispute. 31. This AGREEMENT states the entire understanding and agreement between the parties and supersedes any and all written or oral representations, statements, negotiations, or agreements previously existing between the parties with respect to the subject matter of this AGREEMENT. 32. Any inconsistency in this AGREEMENT shall be resolved by giving precedence in the following order: (a) Terms and Conditions outlined in preceding paragraphs 1— 31 (b) Exhibit "A" Statement of Work (c) Exhibit "B" Payment and Deliverable Schedule (d) all other exhibits, attachments and documents specifically incorporated herein by reference Page 6 of 7, Agreement No. 4600003556 IN WITNESS WHEREOF, the parties or their duly authorized representatives hereby execute this AGREEMENT on the date first written above. SFWM 1 • OF COUNSEL APPROVED By: Print ame: %y&wA-k 4-ir Dat : (11111(6 SFWMD PROCUREMENT APPROVED By: Date: SOUTH FLORIDA WATER MANAGEMENT DISTRICT BY ITS GOVERNING BOARD By: Lennart J. Lindahl, P.E. Assistant Executive Director By: Dorothy A. Bradshaw, Director Administrative Services Division CITY OF OKEECHOBEE By: Name of Authorized Individual Title: Page 7 of 7, Agreement No. 4600003556 EXHIBIT "A" PAYMENT AND DELIVERABLES SCHEDULE Centennial Park Stormwater Drainage Construction City of Okeechobee 1.0 INTRODUCTION AND BACKGROUND The South Florida Water Management District (DISTRICT) has allocated funding in Fiscal Year 2017 to local governments and other entities for construction and implementation of stormwater management, alternative water supply, and water conservation projects through the Cooperative Funding Program. As a part of a basin management action plan, the objective is to reduce storm water pollutant loads from the impaired Taylor Creek system, which has an adopted TMDL, and to educate the public about stormwater treatment best management practices to reduce pollutant loads and enhance the health of Taylor Creek. The existing watershed in which the proposed project is located is comprised of a 15.4 acre residential subdivision that currently has direct stormwater run-off discharge to Taylor Creek through a series of roadside swales and driveway culverts. The discharge to Taylor Creek is through a storm culvert that runs under and existing sanitary lift station site which is located directly adjacent to the proposed project. The project will direct the storm water away from the current outfall, through the project site where water quality and some attenuation will be provided within a proposed grassed detention system and baffle boxes before discharge to Taylor Creek. The existing outfall culvert located under the sanitary lift station site will be taken out of service as part of the project. 2.0 OBJECTIVE General project objectives, which align with the mission of the DISTRICT, include managing and protecting water resources of the region by balancing and improving flood control, water quality, and natural systems. The project specific objectives are to to reduce storm water pollutant loads from the impaired Taylor Creek system, which has an adopted TMDL, and to educate the public about storm water treatment best management practices to reduce pollutant loads and enhance the health of Taylor Creek. 3.0 SCOPE OF WORK City of Okeechobee (CITY) shall construct 4' X 8' Nutrient Separating Baffle Box, Bio -Swale, removal and replacement of storm water pipe in accordance with design plans, project specifications, and applicable permits. The CITY will be responsible for satisfactory completion of the scope of work and may retain consultants, contractors, and/or vendors to provide the professional and construction services Agreement No. 4600003556, Exhibit "A", Page 1 of 2 ;" required. The CITY will also be responsible for project management, budget management, quality control, and public outreach. 4.0 WORK BREAKDOWN STRUCTURE The work breakdown structure is presented below: Task 1 Submit design plans, project specifications, bid amount documentation, and Notice to Proceed (NTP) to the DISTRICT Project Manager via email. Initiate construction activities per design plans, project specifications, and applicable permits. Tasks 2 though 7 Continue construction activities per design plans, project specifications, and applicable permits. Submit a quarterly status report (Exhibit "C") to the DISTRICT Project Manager via email which provides a narrative of construction activities completed since the NTP was issued; a discussion of project status; an explanation of conflicts or issues, if any, which may affect construction progress or project performance; and a description of other pertinent information attached to the quarterly status report such as project oversight/management documentation, results from applicable inspections or field tests, addendums or revisions to design plans or project specifications, and relevant project correspondence. The reports are due quarterly and shall be submitted until the project is complete. Task 8 Complete construction activities (100%) per design plans, project specifications, and applicable permits. Submit a Reimbursement Request Package to the DISTRICT Project Manager which includes Certificate of Completion, a CITY invoice and supporting documentation such as consultant, contractor, and/or vendor invoices and proof of payment(s). Agreement No. 4600003556, Exhibit "A", Page 2 of 2 EXHIBIT "B" PAYMENT AND DELIVERABLES SCHEDULE Centennial Park Stormwater Drainage Construction City of Okeechobee The schedule set forth below is October 1, 2016 to September 28, 2018. All deliverables submitted hereunder are subject to review and acceptance by the District Project Manager. Acceptability of all work will be based on the judgment of the District that the work is technically complete and accurate. Payment shall be made following receipt and acceptance by the District of the Reimbursement Request Package(s) in accordance with the schedule set forth below. The City shall submit a reimbursement request upon completion of each Task noted below. If applicable, the City shall submit a final reimbursement request for payment on or before September 28, 2018 for reimbursement. All reimbursement requests shall be accompanied by adequate documentation to demonstrate completion of each Task in accordance with Exhibit A the Statement of Work (SOW). Reimbursement Request Packages shall include, but not be limited to, a copy of the City's invoice, signed certification letter for partial payment that the Task(s) is (are) complete per the SOW or that the project is complete per the SOW, copies of vendor invoices, and any other documentation supporting payment. Reimbursement Request Packages shall adequately demonstrate completion of each Task in accordance with Exhibit A the SOW. The District shall only be obligated to pay for documented actual construction costs within the not -to - exceed amounts specified below. In no event shall the District's total obligation exceed the amount specified below for the total Agreement; however, an actual construction cost less than the estimated construction cost may result in a reduced final payment. The City is responsible for any additional funds either through local revenues, grants, other appropriations, and/or other funding sources. Total payment by the District for all work completed herein shall not exceed the amount of $175,000.00. If the total consideration for this Agreement is subject to multi-year funding allocations, funding for each applicable fiscal year will be subject to Governing Board budgetary appropriation. In the event the District does not approve funding for any subsequent fiscal year, this Agreement shall terminate upon expenditure of the current funding, notwithstanding other provisions in this Agreement to the contrary. Agreement No. 4600003556, Exhibit "B", Page 1 of 2 Task Deliverable(s) Due Date CITY Share DISTRICT Not Exceeeded Amount Estimated Project Cost Design Plans, Project Specifications, Bid Amount Documentation, and NTP September 29, 2017 N/A N/A N/A 2 Exhibit "C" - Quarterly Status Report March 31, 2017 N/A N/A N/A 3 Exhibit "C" - Quarterly Status Report June 30, 2017 N/A N/A N/A 4 Exhibit "C" - Quarterly Status Report September 29, 2017 N/A N/A N/A 5 Exhibit "C" - Quarterly Status Report December 29, 2017 N/A N/A N/A 6 Exhibit "C" -Quarterly Status Report March 30, 2018 N/A N/A N/A 7 Exhibit "C" - Quarterly Status Report June 29, 2018 N/A N/A N/A 8 Exhibit "C" - Quarterly Status Report $150,000 $175,000 $250,000 Complete 100% of construction activities per design plans, project specifications, and applicable permits. September 28, 2018 Reimbursement Request Package (including Certificate of Completion, Invoice(s), Proof of Payment) Total $75,000 $175,000 $250,000 If applicable, interim Reimbursement Request Packages shall be submitted upon completion of the task(s) noted above. Reimbursement Request Packages must be submitted on or before September 28, 2018 for reimbursement. Exhibit C Quarterly Status Reports are due within ten (10) days of the due date. Ineligible costs include, but not limited to, permits, as-builts, videos, early completion bonus, bonds and insurance, etc. Agreement No. 4600003556, Exhibit "B", Page 2 of 2 EXHIBIT "C" QUARTERLY STATUS REPORT CENTENNIAL PARK STORMWATER DRAINAGE CONSTRUCTION 1.0 DATE OF REPORT Click here to enter a date. 2.0 NAME AND TITLE OF PERSON COMPLETING REPORT (lick here to enter text. 3.0 NARRATIVE OF CONSTURCTION ACTIVITIES COMPLETED TO DATE OR SINCE LAST REPORT Click here to enter text. 4.0 DISCUSSION OF OVERALL PROJECT STATUS Click here to enter text. 5.0 EXPLANATION OF CONFLICTS, IF ANY, WHICH MAY AFFECT CONSTRUCTION PROGRESS OR PROJECT PERFORMANCE (.'lick here to enter text. 6.0 DESCRIPTION OF OTHER PERTINENT INFORMATION ATTACHED THIS REPORT FOR FURTHER CLARIFICATION OF DETAILS CONTAINED IN CONSTRUCTION ACTIVITIES NARRATIVE, OVERALL PROJECT STATUS DISCUSSION, AND/OR CONFLICTS EXPLANATION (.'lick here to enter text. Agreement No. 4600003556, Exhibit "C", Page 1 of 1 1 1 CITY OF OKEECHOBEE INVITATION TO BID CENTENNIAL PARK STORM WATER IMPROVEMENTS PW 01-00-02-17 OPENING DATE AND TIME: WEDNESDAY MARCH 15, 2017 AT 2:30 PM Prepared by: David Allen, Public Works Director Dated: February 15, 2017 CITY OF OKEECHOBEE CITY COUNCIL Bid No. PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS DOWLING R. WATFORD, JR. MAYOR NOEL CHANDLER MONICA M. CLARK MIKE O'CONNOR GARY RITTER MARCOS MONTES DE OCA, CITY ADMINISTRATOR TABLE OF CONTENTS PW 01-00-02-17 Invitation to Bid Advertisement form Section I Section II Section III Section IV Section V Section VI Section VII Section VIII Section IX Section X Section XI Section XII Section XIII Attachments: General Information Scope of Work Submission Requirements checklist Bid Documentation Governing Specifications Bidder's Qualification Questionnaire Bonding and Insurance Requirements Contractual Agreement Performance Bond Rejection of Proposals Notice to Proceed Notice of Award Miscellaneous A No Lobbying Affidavit B Anti -Collusion Statement & No Gift Statement C Proposer's Certification D Sworn Statement Pursuant to Section 287.133(2)(a), FL §On Public Entity Crimes E Conflict of Interest Disclosure Form F Immigration Law Certification G Drug -Free Workplace Certification H Project Location Maps 1 2 3 4 5-9 10-33 34-36 37-41 42-50 51 - 54 55 56 57 58 - 59 60 61 62 63-65 66 67 68 INVITATION TO BID NO. PW -01-00-02-17 CITY OF OKEECHOBEE CENTENNIAL PARK STORM WATER IMPROVEMENTS Opening Date and Time: Mar 15, 2017, 2:30 PM Mandatory Pre -Bid: Mar 2, 2017, 2:00 PM The City of Okeechobee, Florida is currently soliciting bids for the improvements to the 2 -acre Centennial Park site including parking, sidewalks, and bank stabilization; storm water improvements including constructing a 4 -foot by 8 - foot nutrient separating baffle box, bio-swale, removal and replacement of storm water pipe in accordance with design plans, project specifications, and applicable permits. Sealed bids must be received within the General Services Department at City Hall, 55 SE 3rd Avenue, Rm 101, Okeechobee, FL 34974, no later than 2:30 PM EST on or before Wednesday, March 15, 2017. All responses received by the deadline will be opened and recorded in the presence of one or more witnesses within the Council Chambers, Rm 200, at the address listed above. Any bids received after the above noted date and time will not be opened or considered. Facsimile or emailed bids will not be accepted. A MANDATORY Pre -Bid Meeting will be held on Thursday, March 2, 2017, at 2:00 PM EST in the Council Chambers, Rm 200, at the address listed above. Bidders MUST attend this meeting in order to submit for this bid. Technical specifications and maps are available in the Bid Packets that may be obtained from the General Services Department at City Hall during normal office hours, Mon -Fri, 8 AM -4:30 PM, except holidays, or by contacting Patty Burnette, 863-763-3372 x 218, pburnette@cityofokeechobee.com. A $50.00 non-refundable deposit per set of documents is required, made payable to City of Okeechobee (checks & cash only accepted). Questions concerning the scope of work are to be directed to Public Works Director David Allen, 863-763-3926, dallen(a.cityofokeechobee.com. NOTE: Bonding Requirements Apply to this Bid Opportunity. Submittals must be within a sealed envelope and contain two (2) clearly identified originals and one (1) copy of the bid, with the outside of the envelope clearly labeled "BID NO. PW 01-00-02-17 CENTENNIAL PARK STORM WATER IMPROVEMENTS, 3-15-17, 2:30 PM" with the submitting Company Name, and Return Address. Bids may be mailed, hand delivered and/or express mailed to the address listed above. Firms properly registered in the State of Florida are encouraged to submit their bid for consideration. It is the sole responsibility of the Bidder to deliver personally or by mail, their bid to the General Services Department on or before the closing hour and date for the receipt of bids as noted above. This solicitation does not commit the City of Okeechobee to award any contracts, to pay any costs incurred in the preparation of a response to this bid, or to contract for any services. The City Council reserves the right to reject any or all bids, to waive informalities and to accept or reject all or part of any bid, as they may deem to be in the best interests of the City of Okeechobee. Responses to this bid, upon receipt by the General Services Department, will become public records subject to provisions of Florida Statute Chapter 119 Florida Public Records Law. EEO/ADA/GINANP/DFWP. By: Dowling R. Watford Jr, Mayor on February 22, 2017 SECTION I PW 01-00-02-17 GENERAL INFORMATION All responses which comply with the requirements of this Bid will be considered. Submittals must be made in the official name of the firm or individual under which business is conducted (showing official business address) and must be signed in ink by a person duly authorized to legally bind the person, partnership, company, or corporation submitting the response to this Bid. Two clearly identified originals and one copy of your proposal submittal are required. Proposal submittals will be received by the General Services Department until 2:30 p.m. on March 15, 2017. Proposal submittals are to be mailed, Hand Delivered, and/or Express Mail to: City of Okeechobee General Services Department 55 S.E. Third Avenue Okeechobee, Florida 34974 The submitting offeror is required to have printed on the sealed envelope or wrapping containing their submission their company name and return address, the Bid Number, Title, Opening Date and Time. Proposals received after the date and time specified above shall be returned to the sender unopened. All proposals shall remain in effect for a period of Ninety (90) days after the last day on which proposals must be submitted. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 2 SECTION II PW 01-00-02-17 SCOPE OF WORK SCOPE OF WORK The scope of work is to perform site improvements for a 2 acre park site including Parking, sidewalks, bank stabilization, storm water improvements including construction of a 4' X 8' Nutrient Separating Baffle Box, Bio -Swale, removal and replacement of storm water pipe in accordance with design plans, project specifications, and applicable permits. The selected contractors will be responsible for the entire scope of work; hiring licensed subcontractors, and paying for all plans and permits from City of Okeechobee and/or other agencies. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 3 SECTION III PW 01-00-02-17 SUBMISSION REQUIREMENTS A. The proposer shall submit: 1. Submit proposal on your company's letterhead Including two (2) clearly identified originals and one copy of your proposal. 2. Bid form including qualifications in detail, which shall shall include information regarding licensing, experience, special qualifications, etc. 3. In addition to the Bid Form listed in Section IV, please complete the following forms that must be returned with your proposal: Attachment A — No Lobbying Affidavit Attachment B — Anti Collusion Statement and No Gifts Statement Attachment C — Proposer's Certification Attachment D — Public Entity Crimes Attachment E — Conflict of Interest Disclosure Attachment F — Immigration Law Certification Attachment G — Drug Free Workplace Certification Attachment H — Technical Specifications Attachment I — Project Location Maps City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 4 SECTION 00300 BID FORM City Council City of Okeechobee, Florida 55 SE 3rd Avenue Okeechobee, FL 34974 Seminole Design -Build. Inc (BIDDER'S COMPANY NAME) I have received the documents titled Taylor Creek Centennial Park Project No. . I have also received addendum number 1 through 7 and have included their provisions in my bid. have examined both the bid documents and the construction site and submit the following bid in which I agree: 1. To hold my bid open until an agreement has been executed between City of Okeechobee and accepted Bidder, including receipt of the Public Construction and Maintenance Bonds, or until 90 days after bids are opened, whichever is longer. 2. Regarding the Disposition of Bid Security: to accept the provisions of the Instructions to the Bidders. 3. To enter into and execute a Contract on the basis of this bid and to furnish a 100% Public Construction Bond in accordance with the Instructions to Bidders to guarantee my workmanship and materials to be free from construction defects for a period of not less than one (1) year, if this bid is accepted. 4. To accomplish the work included in, and in accordance with the Contract Documents, if this bid is accepted. 5. To start work within thirty (30) calendar days from the date of the Notice to Proceed and thereafter to complete the work within one hundred and twenty (120) calendar days, unless the time is modified by provisions of the contract, if this bid is accepted. 6. Regarding Compensation for the proposed work: if this bid is accepted, I will construct this project on a unit price basis as reflected in the Bid Unit Price Schedule on pages 3-5 of this addendum. 7. Regarding the Award of the Contract: if I am awarded a contract for this project, I understand that the award may be for all or any portion thereof of the items listed under the Bid Unit Price Schedule. Bid # PW 01-00-02-17 Addendum #7 Page 2 of 6 BID UNIT PRICE SCHEDULE TAYLOR CREEK CENTENNIAL PARK ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 101-1A MOBILIZATION / DEMOBILIZATION LS 1 $ 41,741.70 $ 41,741.70 101-1B PRE -CONSTRUCTION VIDEO LS 1 $ 660.00 $ 660.00 102-1 MAINTENANCE OF TRAFFIC IS 1 $ 550.00 $ 550.00 104-2A PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION LS 1 $ 550.00 $ 550.00 104-10-3 SEDIMENT BARRIER LF 685 $ 1.65 $ 1,130.25 104-11 FLOATING TURBIDITY BARRIER LF 620 $ 7.98 $ 4,947.60 104-15 SOIL TRACKING DEVICE EA 1 $ 2,750.00 $ 2,750.00 104-18 INLET PROTECTION SYSTEM EA 7 $ 82.50 $ 577.50 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS LS 1 $ 9,900.00 $ 9,900.00 110-1-1 CLEARING & GRUBBING ACRES 2.5 $ 220.00 $ 550.00 110-4 MAINTENANCE OF EXISTING DRAINAGE IS 1 $ 220.00 $ 220.00 120-1A REGULAR EXCAVATION & EMBANKMENT LS 1 $ 17,600.00 $ 17,600.00 120-4 SUBSOIL EXCAVATION CY 600 $ 11.00 $ 6,600.00 120-6A EMBANKMENT - SAND BEACH SY 200 $ 27.50 $ 5,500.00 160 STABILIZED SUBGRADE (12" THICK) SY 1243 $ 3.30 $ 4,101.90 285-715 BASE (LBR 100) (18" THICK) SY 1198 $ 27.78 $ 33,280.44 327-70 01 MILL EXISTING ASPHALTIC PAVEMENT, 1" AVERAGE DEPTH SY333 $ 6.60 $ 2,197.80 334 1-13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (SP -9.5) TON 118 $ 143.00 $ 16,874.00 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' EA 3 $ 1,375.00 $ 4,125.00 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' EA 2 $ 2,860.00 $ 5,720.00 425-1-901 INLET, SPECIAL, BAFFLE BOX EA 1 $104,458.20 $ 104,458.20 425-10 YARD INLET EA 5 $ 1,320.00 $ 6,600.00 425-2-41 MANHOLE, P-7, < 10' EA 1 $ 2,530.00 $ 2,530.00 425-2-71 MANHOLE, J-7, < 10' EA 2 $ 2,860.00 $ 5,720.00 430-174-112A PIPE CULVERT, ADS, ROUND, 12" LF 330 $ 19.47 $ 6,425.10 Bid # PW 01-00-02-17 Page 3 of 6 Addendum #7 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 430-174-115A PIPE CULVERT, ADS, ROUND, 15" LF 36 $ 27.50 $ 990.00 430-174-118A PIPE CULVERT, ADS, ROUND, 18" LF 48 $ 31.90 $ 1,531.20 430-174-118 PIPE CULVERT, RCP, ROUND, 18" LF 36 $ 55.00 $ 1,980.00 430-174-124 PIPE CULVERT, RCP, ROUND, 24" LF 105 $ 57.20 $ 6,006.00 430-174-130 PIPE CULVERT, RCP, ROUND, 30" LF 162 $ 64.90 $ 10,513.80 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" LF 50 $ 57.75 $ 2,887.50 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" LF 56 $ 108.35 $ 6,067.60 430-982-123 MITERED END SECTION, RCP, 15" EA 1 $ 302.50 $ 302.50 430-982-125 MITERED END SECTION, RCP, 18" EA 2 $ 579.70 $ 1,159.40 430-982-129 MITERED END SECTION, RCP, 24" EA 1 $ 803.00 $ 803.00 430-982-625 MITERED END SECTION, RCP, 14" x 23" EA 1 $ 579.70 $ 579.70 520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 94 $ 33.00 $ 3,102.00 520-2-4 CONCRETE CURB, TYPE D LF 610 $ 9.90 $ 6,039.00 522-1 CONCRETE SIDWALK, 4" THICK SY 656 $ 32.18 $ 21,110.08 527-2 DETECTABLE MAT SF 36 $ 44.55 $ 1,603.80 530-3 RIPRAP - BANK AND SHORE SY 640 $ 87.45 $ 55,968.00 570-1-2 PERFORMANCE TURF (SOD) SY 7,200 $ 1.65 $ 11,880.00 580-1-1 LANDSCAPE COMPLETE - SMALL PLANTS LS 1 $ 14,786.20 $ 14,786.20 580-1-2 LANDSCAPE COMPLETE - LARGE PLANTS LS 1 $ 35,200.00 $ 35,200.00 590-1 LANDSCAPE IRRIGATION SYSTEM LS 1 $ 54,450.00 $ 54,450.00 700-1-11A SINGLE POST SIGN - F&I, HANDICAPPED EA 1 $ 484.00 $ 484.00 700-1-11B SINGLE POST SIGN - F&I, STOP EA 2 $ 484.00 $ 968.00 700 1-12 SINGLE POST SIGN - F&I, STOP/DO NOT ENTER EA 2 $$ 484.00 968.00 711-11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID (6") LF 400 $ 6.05 $ 2,420.00 711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, (12") LF 140 $ 2 42 $ 338.80 Bid # PW 01-00-02-17 Page 4 of 6 Addendum #7 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, (24") LF 52 $ 4,84 $ 251.68 711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 2 $$ 165.00 330.00 711-11-460 THERMOPLASTIC, STANDARD, BLUE, MESSAGE (HANDICAPPED SYMBOL) EA 1 $ 341.00 $ 341.00 1000 MANATEE PROTECTION LS 1 $ 8,580.00 $ 8,580.00 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY LF 150 $ 13.20 $ 1,980.00 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC LF 165 $ 22.00 $ 3,630.00 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT EA 3 $ 357.50 $ 1,072.50 1060 15 UTILITY STRUCTURE, SANITARY MANHOLE, MODIFY, INSIDE DROP EA 1 $ 577.50 $ 577.50 1080-11-101 UTILITY FIXTURE, 1" METER AS 1 $ 1,402.50 $ 1,402.50 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1" CORP STOP EA 1 $ 1,705.00 $ 1,705.00 ESTIMATED BASE BID AMOUNT (Based on Bid Unit Prices & Estimated Quantities, a summation of Pages 3 to 5) $ 547,318.25 Five Hundred Forty Seven Thousand Three Hundred Eighteen Dollars & Twenty Five Cents $ 547,318.25 Bid # PW 01-00-02-17 Addendum #7 Page 5 of 6 Contractor shall coordinate any type of traffic restrictions with the City of Okeechobee Public Work Department. The contractor shall notify City of Okeechobee Public Work Department of any road restrictions at least two (2) weeks prior to actual implementation. NOTE: This bid is on a unit price basis. The total estimated amount is for bid comparison purposes only. The contractor should field verify the actual site conditions prior to time of bidding and before submitting the bid proposal. The contractor should read the special conditions and the requirements for insurance before submitting a bid proposal. The contractor should verify the quantities to be included in the construction contract. The contractor shall furnish The City of Okeechobee with a Public Construction Bond in 100% of the total estimated amount of the contract. The Public Construction Bond shall continue in effect for one (1) year after completion and acceptance of the work as guarantee against construction defects. The contractor in his bid shall include the cost of said bond. Density testing shall be at the expense of the City of Okeechobee, except for failing tests, which shall be charged to the contractor. I have attached the required 5% Bid Security to this Bid. Date March 27, 2017 Bider Se ole Design -Build, Inc. By (Company Name) By David Nunez (Printed Name) Title President Mailing Address 401 SW 2nd Street Okeechobee, Florida 34974 Office Number 863-467-1115 Fax Number 863-824-3327 Bid # PW 01-00-02-17 Addendum #5 Page 6 of 31 SECTION V PW 01-00-02-17 GOVERNING SPECIFICATIONS GOVERNING SPECIFICATIONS: The governing specifications for this project are the latest State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction (Dated 2016) and the latest version of the FDOT Roadway and Traffic Design Standards (Dated 2016). The following information provided in this Section 00300 is in addition to the specifications previously referenced and shall be considered the governing condition in the case of conflicting information between specifications, plans, and contract documents, unless otherwise determined by the Engineer. BASE BID ITEMS: 101-1A Mobilization / Demobilization: The bid price for this item shall include, but not be limited to the requirements of Section 101 Mobilization of the Standard Specifications, as well as all operations and preparations necessary to begin and end the work on the project. This shall also include those operations necessary for the movement of personnel, equipment, material and incidentals to the site, establishment of safety equipment, first aid supplies, and sanitary facilities, as required by the Contract Documents. The cost of required bonds and any insurance(s) shall be included in this item. The cost for the Contractor to obtain the services of an Engineer to develop the Stormwater Pollution and Prevention Plan (SWPPP) in order to apply for the National Pollution Discharge Elimination System (NPDES) permit shall also be included in this line item. At the pre -construction meeting, the CONTRACTOR shall submit a tentative work schedule as well as a list of subcontractors and emergency contact people and phone numbers. The basis of payment for Mobilization / Demobilization shall be paid as LUMP SUM. 101-1B Pre -Construction Video: The work specified in this section consists of the preparation of a video log of the project site in the pre -work condition. The purpose'of the video is to document the condition of the project area and surrounding property and physical improvements that may be impacted by the construction of the project. The basis of payment for Pre -Construction Video shall be paid per LUMP SUM. 102-1 Maintenance of Traffic: The bid price for this item shall include, but not be limited to, the requirements of Section 102 Maintenance of Traffic of the Standard Specifications. The maintenance of traffic for this project shall be in accordance with the applicable FDOT index numbers (600 Series) and these documents: The Manual on Uniform City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 10 Traffic Control Devices for Streets and Highways, U.S. Department of Transportation, and FHWA. These documents shall be followed in the design, application, installation, maintenance and removal of the Maintenance of Traffic. It shall include, but not be limited to all traffic control devices, warning devices, barriers, temporary reflective markers, temporary pavement markings, dust control and all items necessary to protect the public and workmen from hazards within the project limits. At the Pre -Construction Meeting the CONTRACTOR shall submit a detailed plan of how the existing traffic will be maintained through the work site during the construction period along with the traffic control to be utilized for approval by the ENGINEER. The following items shall apply: The CONTRACTOR shall coordinate any type of traffic restrictions with the City of Okeechobee Public Works Department. The CONTRACTOR shall maintain at least one lane of travel open at all times. Both lanes of travel shall be open to travel at the end of each work day. The CONTRACTOR shall notify the City of Okeechobee Public Works Department of any road restrictions at least two (2) weeks prior to actual implementation. The CONTRACTOR shall provide access to driveways at all times. The basis of payment for Maintenance of Traffic shall be paid as LUMP SUM. 104-2A Prevention, Control & Abatement of Erosion and Water Pollution: The CONTRACTOR shall be required to provide Turbidity and Pollution Control Devices in accordance with all State, Local, and Federal Standards, Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and applicable FDOT Roadway and Traffic Design Standards for this project. The methods shall include but are not limited to the following options: hay bales, silt fences and/or turbidity barriers. The existing drainage of the site must be maintained at all times. The Contractor shall also be responsible for any and all cost associated with the permit, and implementation of a National Pollution Discharge Elimination System (NPDES) Stormwater Pollution Prevention Plan (SWPPP). The cost associated with the development of the SWPPP is to be included in Bid Item 101-1A, Mobilization/Demobilization. The CONTRACTOR shall maintain all earthwork construction throughout the life of the contract, and shall take all reasonable precautions to prevent loss of material from the construction site due to the action of wind or water. The CONTRACTOR shall repair at their expense, except otherwise provided herein, any slides, washouts, settlements, subsidence, or other mishap, which may occur prior to final acceptance of the work. Maintenance and protection of earthwork construction shall be in accordance with Section 104 of the Standard specifications. The City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 11 CONTRACTOR shall submit a sketch or detailed written description of the proposed turbidity and pollution control to be used and how the existing drainage will be maintained at the Pre -Construction meeting, for approval by the Engineer. The basis of payment for Prevention, Control & Abatement of Erosion and Water Pollution shall be paid as LUMP SUM. 104-10-3 Sediment Barrier: The CONTRACTOR shall be required to provide Sediment Barrier for the upland project perimeter in accordance with Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and Sheets 2 and 11 of the Construction Plans for this project. The unit cost shall include, but is not limited to, the required manpower, equipment, materials, maintenance, and any other items necessary to place the Sediment Barrier as indicated on the plans. Also included in this item is any maintenance or replacement of the Sediment Barrier for the duration of the project. The CONTRACTOR will be responsible for the periodic replacement of the Sediment Barrier as necessary to meet NPDES discharge requirements at no additional costs to the CITY. All costs for removal of the Sediment Barrier shall also be included in the bid item. The CONTRACTOR shall submit a sketch or detailed written description of the proposed turbidity and pollution control to be used at the Pre -Construction meeting for approval by the ENGINEER. The basis of payment for Sediment Barrier shall be paid per LINEAR FOOT. 104-11 Floating Turbidity Barrier: The CONTRACTOR shall be required to provide Floating Turbidity Barrier for the water portion of the project perimeter in accordance with Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and Sheets 2 and 11 of the Construction Plans for this project. The unit cost shall include, but is not limited to, the required manpower, equipment, materials, maintenance, and any other items necessary to place the Floating Turbidity Barrier as indicated on the plans. Also included in this item is any maintenance or replacement of the Floating Turbidity Barrier for the duration of the project. The CONTRACTOR will be responsible for the periodic replacement of the Floating Turbidity Barrier as necessary to meet NPDES discharge requirements at no additional costs to the CITY. All costs for removal of the Floating Turbidity Barrier shall also be included in the bid item. The CONTRACTOR shall submit a sketch or detailed written description of the proposed turbidity and pollution control to be used at the Pre -Construction meeting for approval by the ENGINEER. The basis of payment for Floating Turbidity Barrier shall be paid per LINEAR FOOT. 104-15 Soil Tracking Device: City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 12 The CONTRACTOR shall be required to provide a Soil Tracking Device at the entrance to the project perimeter in accordance with Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and Sheets 2 and 11 of the Construction Plans for this project. The unit cost shall include, but is not limited to, the required manpower, equipment, materials, maintenance, and any other items necessary to place the Soil Tracking Device as indicated on the plans. Also included in this item is any maintenance or replacement of the Soil Tracking Device for the duration of the project. The CONTRACTOR will be responsible for the periodic replacement of the Soil Tracking Device as necessary to meet NPDES discharge requirements at no additional costs to the CITY. All costs for removal of the Soil Tracking Device shall also be included in the bid item. The basis of payment for Soil Tracking Device shall be paid per EACH. 104-18 Inlet Protection System: The CONTRACTOR shall be required to provide Inlet Protection System for each drainage inlet within the project limits in accordance with Section 104 Prevention, Control, and Abatements of Erosion and Water Pollution of the Standard Specifications, and Index 103 of the FDOT Roadway and Traffic Design Standards for this project. The unit cost shall include, but is not limited to, the required manpower, equipment, materials, maintenance, and any other items necessary to place the Inlet Protection System as indicated on the plans. Also included in this item is any maintenance or replacement of the Inlet Protection System for the duration of the project. The CONTRACTOR will be responsible for the periodic replacement of the Inlet Protection System as necessary to meet NPDES discharge requirements at no additional costs to the CITY. All costs for removal of the Inlet Protection System shall also be included in the bid item. The CONTRACTOR shall submit a sketch or detailed written description of the proposed turbidity and pollution control to be used at the Pre -Construction meeting for approval by the ENGINEER. The basis of payment for Inlet Protection System shall be paid per EACH. 108-1A Construction Layout/Record Drawings: The bid price for this item shall include, but not be limited to the requirements of Section 100 of the Standard Specifications, as well as all necessary survey work to CONTRACTOR needs to complete the work and prepare three (3) blue -line 24" by 36" sets of Record Drawings and one (1) electronic copy of the completed project showing all variations from the bid pans. Elevations on the edge of pavement need to be provided at 50 -foot increments. Additionally, one (1) Mylar copy needs to be provided. This document shall be signed and sealed by a Professional Land Surveyor (PLS) registered to practice in the State of Florida and then submitted to the ENGINEER for approval. The Contractor shall accurately record the location and elevations City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 13 during construction. GPS coordinates acceptable to the Florida Department of Transportation need to be provided for all signage. Also, sufficient control in order to accurately keep track of the Contractor's progress needs to be available at all times. The basis of payment for Construction Layout/Record Drawings shall be paid as LUMP SUM. 110-1-1 Clearing & Grubbing: The bid price for this item shall include, but not be limited to, the requirements of Section 110 Clearing and Grubbing of the Standard Specifications, specifically Section 110-2 through 110-6 Standard Clearing and Grubbing. The bid price shall include, but not be limited to removal of all items that would interfere with the completion of the work including but not limited to roots, stumps, debris, existing drainage structure and pipe, pavement, curbing, and sidewalks. Price shall include the removal and disposal of all removed items including hauling, furnishing equipment, equipment operation, furnishing any areas required for disposal of debris, leveling of terrain, and the landscaping work of trimming, except for any areas designated to be paid for separately or to be specifically included in the costs of other work under the Contract. The basis of payment for Clearing & Grubbing shall be paid per Acre. 110-4 Maintenance of Existing Drainage: The bid price for this item shall include, but not be limited to the requirements of Section 104 Prevention, Control, and Abatement of Erosion and Water Pollution of the Standard Specifications, as well as any provisions required by State, Local, and Federal Agencies. The CONTRACTOR is responsible for maintaining and controlling canal flow and all other drainage flows at all times during construction. This may be established by incorporating the use of the existing canal until the end of the project, using a temporary bypass culvert, float controlled pumps, sheet pile or earth cofferdams as supplied by the Contractor or any other means approved by the Owner. The Contractor shall be responsible for the design and construction of a bypass system. All costs for removal of the above item(s) / component(s) shall also be included in this bid item. The basis of payment for Maintenance of Existing Drainage shall be paid per LUMP SUM. 120-1A Regular Excavation & Embankment: The bid price for this item shall include, but not limited to, the requirements of Sections 120 Excavation and Embankment and 125 Excavation for Structures of the Standard Specifications and Index 505 of the FDOT Standard Indices. The unit cost shall include, but not be limited to the required manpower, equipment, materials, and any other items necessary to place the embankment fill, balancing out the site, as indicated on the plans. At the completion of the embankment City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 14 construction, the area shall be graded so that the post -construction drainage meets the design intent. Cost of excavation, backfilling, and disposal of surplus / deleterious material for each structure shall be paid for in the cost of the applicable structures. Backfill Material used should consist of clean sands or fragmented lime rock, free of organics and other deleterious materials, and containing not more than twelve (12) percent passing the No. 200 sieve. Any excess unsuitable material shall be removed from the site and disposed of by the CONTRACTOR at his expense. The ENGINEER shall make the determination of soil suitability upon request by the CONTRACTOR. Any fill placed by CONTRACTOR not acceptable to the ENGINEER shall be removed and replaced with suitable material at the CONTRACTOR'S expense. The basis of payment for Regular Excavation & Embankment shall be paid as LUMP SUM. 120-4 Subsoil Excavation: The bid price for this item shall include, but not limited to, the requirements of Sections 120- 2.3 Subsoil Excavation Index 505 of the FDOT Standard Indices. The unit cost shall include, but not be limited to the required manpower, equipment, materials, and any other items necessary to remove the unsuitable soils for under the proposed restroom facility and pavilion facility as shown on the Construction Plans and attached Geotechnical Report prepared by Ardaman and Associates. Work shall also include the replacement of the required embankment fill to provide for the building pad support as shown on the Construction Plans. Cost of excavation, backfilling, and disposal of surplus / deleterious material for each structure shall be paid for in the cost of the applicable structures. Backfill Material used should consist of clean sands or fragmented lime rock, free of organics and other deleterious materials, and containing not more than twelve (12) percent passing the No. 200 sieve. Any excess unsuitable material shall be removed from the site and disposed of by the CONTRACTOR at his expense. The ENGINEER shall make the determination of soil suitability upon request by the CONTRACTOR. Any fill placed by CONTRACTOR not acceptable to the ENGINEER shall be removed and replaced with suitable material at the CONTRACTOR'S expense. The basis of payment for Subsoil Excavation shall be paid per CUBIC YARD removed. 120-6A Embankment Sand Beach: The bid price for this item shall include, but not limited to, the requirements of Sections 120 Excavation and Embankment and Index 505 of the FDOT Standard Indices. The unit cost shall include, but not be limited to the required manpower, equipment, materials, and any other items necessary to place a 12" thick layer of clean sand embankment fill, as indicated on the plans. At the completion of the embankment construction, the area shall be graded so that the post -construction City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 15 drainage meets the design intent. Cost of excavation, backfilling, and disposal of surplus / deleterious material for each structure shall be paid for in the cost of the applicable structures. Backfill Material used should consist of clean sands free of organics and other deleterious materials, and containing not more than twelve (12) percent passing the No. 200 sieve. Any excess unsuitable material shall be removed from the site and disposed of by the CONTRACTOR at his expense. The ENGINEER shall make the determination of soil suitability upon request by the CONTRACTOR. Any clean sand fill placed by CONTRACTOR not acceptable to the ENGINEER shall be removed and replaced with suitable material at the CONTRACTOR'S expense. The basis of payment for Embankment Sand Beach shall be paid as SQUARE YARD. 160 Compacted Subgrade (12" Thick): The bid price for this item shall include, but not be limited to, the requirements of Section 160 Stabilizing of the FDOT Specifications. Stabilize and compact designated portions of the parking lot and drive isles to provide a firm and unyielding subgrade, having the required density value specified in the plans. The bid price for this item includes the full depth compaction required as specified in the plans for the parking are and drive isles. Perform work in accordance with an approved Quality Control Plan meeting the requirements of Section 105. Price and payment will constitute full compensation for all work and materials specified in FDOT Specifications, Section 160, including furnishing, spreading and mixing of all material required and any reprocessing of compacted areas necessary to attain the specified compaction value. Work shall also include mixing of the existing soils to insure a uniform foundation for the parking and drive isles. The basis of payment for Compacted Subgrade (12" Thick) shall be paid per SQUARE YARD. 285-715 Optional Base, Base Group 15 (LBR 100) (18" Thick): The bid price for this item shall include, but not be limited to, furnishing and installation of Optional Base Group 15 in accordance with the requirements of Section 285 Optional Base Course of the FDOT Specifications, Index 514 of the FDOT Standards and as shown in the design plans. Price and payment will be full compensation for all work specified in FDOT Specifications, Section 285, including tack coat between base layers and prime coat as required. The basis of payment for Optional Base, Base Group 15 (LBR 100) (18" Thick) shall be paid per SQUARE YARD. 327-70-01 Mill Existing Asphalt Pavement (1") Average Depth: The bid price for this item shall include, but not be limited to, the requirements of Section 327 Mill Existing Asphalt Pavement of the FDOT Specifications and as City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 16 shown in the design plans. All the manpower, equipment, material, and any other items necessary to perform this task shall also be included. Price and payment will be full compensation for all the work specified under Section 327 of the FDOT Specifications. The basis of payment for Mill Existing Asphalt Pavement (1") Average Depth shall be paid per SQUARE YARD. 334-1-13 Superpave Asphaltic Concrete Traffic C (SP -9.5): The bid price for this item shall include, but not be limited to, the requirements of Section 334 Superpave Asphalt Concrete of the FDOT Specifications and as shown in the design plans. All the manpower, equipment, material, and any other items necessary to perform this task shall also be included. One week prior to performing this task the CONTRACTOR shall be required to submit the mix designs for approval by the ENGINEER. Price and payment will be full compensation for all the work specified under Section 334 of the FDOT Specifications. The basis of payment for Superpave Asphaltic Concrete Traffic C (SP -9.5) shall be paid per TON. 425-1-521 Inlet, Ditch Bottom, Type C, < 10': The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Inlet, Ditch Bottom, Type C, < 10' shall be paid per EACH. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 17 425-1-551 Inlet, Ditch Bottom, Type E, < 10': The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Inlet, Ditch Bottom, Type E, < 10' shall be paid per EACH. 425-1-901 Inlet, Special, Baffle Box: The bid price for this item shall include the procurement and installation of a baffle Box as depicted on Sheet 9 of the Construction plans. The contractor shall provide a 10' x 16' 10.75' EcoSense International baffle box, or approved equal. The construction specification for this item shall include, but not be limited to, the requirements of the specific baffle box manufacturer, Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications, Index 200 and 211 of the FDOT Standards, and Sheet 9 of the Construction Plans. The unit cost shall include all materials, manpower and equipment for installation. During construction of baffle box specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath the baffle box, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 18 The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Inlet, Special, Baffle Box shall be paid per EACH. 425-10 Yard Inlet: The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Yard Inlet shall be paid per EACH. 425-2-41 Manhole, P-7, < 10': The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 19 shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Manhole, P-7, < 10' shall be paid per EACH. 425-2-71 Manhole, J-7, < 10': The bid price for this item shall include, but not be limited to, the requirements of Section 425 Inlets, Manholes, and Junction Boxes of the FDOT Specifications and Index 200 and 211 of the FDOT Standards. The unit cost shall include all materials, manpower and equipment for installation. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of Standard Specifications. The soil beneath all inlets, unless left undisturbed, shall be compacted to a density not Tess than 95 percent of the maximum density as determined by AASHTO T -180 for a minimum depth of one (1) foot below the bottom of the excavation. Price and payment will be full compensation for furnishing all materials and completing all work described herein or shown in the plans, all excavation except the volume included in the measurement designated to be paid for under the items for the grading work on the project, all backfilling around the structures, the disposal of surplus material, and the furnishing and placing of all gratings, frames, covers, and any other necessary fittings. Rock shall not be used as bedding material without written approval by the Engineer. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the Structure shall be paid for under the LUMP SUM pay Item No. 120-1 Regular Excavation & Embankment. The basis of payment for Manhole, J-7, < 10' shall be paid per EACH. 430-174-112A Pipe Culvert, ADS, Round, 12": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications and conform to the ADS Dual Wall Pipe Mega Green standards. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 20 than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, ADS, Round, 12" shall be paid per LINEAR FOOT. 430-174-115A Pipe Culvert, ADS, Round, 15": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications and conform to the ADS Dual Wall Pipe Mega Green standards. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, ADS, Round, 15" shall be paid per LINEAR FOOT. 430-174-118A Pipe Culvert, ADS, Round, 18": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications and conform to the ADS Dual Wall Pipe Mega Green standards. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not Tess City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 21 than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, ADS, Round, 18" shall be paid per LINEAR FOOT. 430-174-118 Pipe Culvert, RCP, Round, 18": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not Tess than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Round, 18" shall be paid per LINEAR FOOT. 430-174-124 Pipe Culvert, RCP, Round, 24": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not Tess than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 22 bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Round, 24" shall be paid per LINEAR FOOT. 430-174-130 Pipe Culvert, RCP, Round, 30": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Round, 30" shall be paid per LINEAR FOOT. 430-174-218 Pipe Culvert, RCP, Elliptical, 14" x 23": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 23 provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Elliptical, 14" x 23" shall be paid per LINEAR FOOT. 430-174-230 Pipe Culvert, RCP, Elliptical, 24" x 38": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of drainage pipe and end sections at the locations called for in the plans. During construction of inlets specified in plans, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to drainage structure connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all pipes, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the pipe culvert shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Pipe Culvert, RCP, Elliptical, 24" x 38" shall be paid per LINEAR FOOT. 430-982-123 Mitered End Section, RCP, 15": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of end sections at the locations called for in the plans. During construction of end sections, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to end section connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all end sections, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the end sections and concrete pad shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 24 The basis of payment for Mitered End Section, RCP, 15" shall be paid per EACH. 430-982-125 Mitered End Section, RCP, 18": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of end sections at the locations called for in the plans. During construction of end sections, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to end section connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all end sections, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the end sections and concrete pad shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Mitered End Section, RCP, 18" shall be paid per EACH. 430-982-129 Mitered End Section, RCP, 24": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of end sections at the locations called for in the plans. During construction of end sections, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to end section connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all end sections, unless left undisturbed, shall be compacted to a density not less than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the end sections and concrete pad shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 25 The basis of payment for Mitered End Section, RCP, 24" shall be paid per EACH. 430-982-625 Mitered End Section, RCP, 14" x 23": The bid price for this item shall include, but not be limited to, the requirements of Section 430 Pipe Culverts of the FDOT Specifications. The unit cost shall include all materials, manpower and equipment required for installation of end sections at the locations called for in the plans. During construction of end sections, excavate and backfill as specified in Section 125 of the FDOT Specifications. All pipe to end section connections shall be wrapped with filter fabric per FDOT Standard Index No. 201. All pipe joints shall be overlapped with filter fabric per FDOT Index No. 280 in addition to the Manufacturer's gasket recommendations. Cost is to be included in this bid item. The use of rock as pipe bedding shall only be permitted as directed in writing by the ENGINEER. The soil beneath all end sections, unless left undisturbed, shall be compacted to a density not Tess than 95 percent of the maximum density as determined by AASHTO T-180 for a minimum depth of one (1) foot below the bottom of the excavation. Fiber reinforced pipe shall NOT qualify for use on this project. The area of excavation shall be dry at all times. All material required to provide suitable backfill for the placement of the end sections and concrete pad shall be paid for under the LUMP Sum pay Item No. 120-1 Regular Excavation/Embankment. The basis of payment for Mitered End Section, RCP, 14" x 23" shall be paid per EACH. 520-1-10 Concrete Curb & Gutter, Type F: The bid price for this item shall include, but not be limited to, the requirements of Section 520 Concrete Gutter, Curb Elements, and Traffic Separator of the Standard Specifications. The unit cost shall include all materials, manpower and equipment for installation as shown on the plans. The basis of payment for Concrete Curb & Gutter, Type F shall be paid per LINEAR FOOT. 520-2-4 Concrete Curb Type D: The bid price for this item shall include, but not be limited to, the requirements of Section 520 Concrete Gutter, Curb . Elements, and Traffic Separator of the Standard Specifications. The unit cost shall include all materials, manpower and equipment for installation as shown on the plans. The basis of payment for Concrete Curb Type D shall be paid per LINEAR FOOT. 522-1 Concrete Sidewalk (4" Thick): The bid price for this item shall include, but not be limited to, the requirements of Index 310 of the FDOT Roadway and Traffic Design Standards and Section 522 of City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 26 the Standard Specifications. Price and payment will be full compensation for all work specified in Section 522. Excavation will be paid for under line item 120-1 Regular Excavation & Embankment. Compaction of fill areas including areas under the sidewalk that have been excavated more than 6 inches below the bottom of the sidewalk, to a minimum of 95% of AASHTO T - 99 density, shall be included. Payment includes all forming, contraction joint forming, expansion joint construction, steel reinforcement, finishing, backfilling and compaction. The basis of payment for Concrete Sidewalk (4" Thick) shall be paid per SQUARE YARD. 527-2 Detectable Mat: The bid price for this item shall include, but not be limited to, the requirements of Section 527 Detectable Warning of the FDOT Specifications. The detectable warning material shall be placed on newly constructed or existing concrete or asphalt walking surfaces in accordance with the Construction Plans and in accordance with the American with Disabilities Act Standards for Transportation Facilities, Section 705. Payment shall include, but not limited to, materials and items required for installation of the Detectable Warning mats. The basis of payment for Detectable Mat shall be paid per SQUARE FOOT. 530-3 Riprap Bank and Shore: The bid price for this item shall include, but not be limited to, the requirements of Section 530 Revetment Systems of the FDOT Standard Specifications. CONTRACTOR to the rip rap stone, bedding stone, clean sand, and geotextile filter fabric in accordance with the detail provided in Sheet 9 of the Construction Plans. Riprap shall be sound, hard, durable ruble, free of open or incipient cracks, soft seams, or other structural defects, consisting of broken stone with a bulk specific gravity of at least 2.20 and minimum weight of 140 PCF. Ensure that stones are rough and angular per Section 530-2.2.2 and installed in accordance with Section 530-3.2 FDOT Standard Specifications. Rock Rubble layer shall be a minimum perpendicular thickness of 12' inches and placed in a manner as to produce a reasonable well graded mass of stone with minimum voids. Bedding stone shall have a bulk specific gravity of not Tess than 1.9 and is reasonably free from thin, flat and elongated pieces. Ensure that the bedding stone is also reasonably free from organic matter and soft, friable particles. The filter fabric shall meet the requirements of FDOT Index No. 199 for D-2 geotextile. The fabric shall be anchored to the existing canal bottom and slope material in accordance with the Construction Plans. Fill material shall consist of USCS soil Type SP of SP -SM with no more than 12% fines, benched in compacted 12 -inch maximum lifts, and keyed into undisturbed City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 27 native bank soils. Canal banks and bottoms must be thoroughly cleared of vegetation, soft sediment, muck, ETC. and inspected prior to placement of clean fill sand layer. Price and payment will be full compensation for all work specified in Section 530, including all materials, labor, hauling, excavation, and backfill. CONTRACTOR to include the cost of dressing and shaping the existing fills (or subgrade) for placing sand bed, filter fabric, bedding stone and riprap and required fill material. The basis of payment for Riprap Bank and Shore shall be paid per SQUARE YARD. 570-1-2 Performance Turf, Sod (Bahia): The bid price for this item shall include, but not be limited to the requirements of Section 570 Performance Turf of the Supplemental Standard Specifications as well as all manpower, equipment, materials, and any other items necessary to perform the task. All disturbed areas shall be covered to match like kind. Also included in this item is any fertilizer and water needed. All disturbed areas shall be covered with a good stand of grass upon acceptance of the project by The City of Okeechobee. The CONTRACTOR will be responsible for repairing all washed-out and eroded areas and watering of the sod until such time as the project is accepted by the City of Okeechobee. The basis of payment for Performance Turf, Sod (Bahia) shall be paid per SQUARE YARD. 580-1-1 Landscape Complete — Small Plants: The bid price for this item shall include, but not be limited to, the requirements of Section 580 Landscape Installation of the FDOT Standard Specifications. CONTRACTOR to install, establish and maintain landscaping as indicated in the Construction Plans. The ENGINEER may conduct interim inspections of all landscape items during the plant establishment period, as well as at the end of the plant establishment period. As part of the warranty to the CITY, and at no cost to the CITY, replace all plants found not to meet minimum specifications as shown in Section 580-2.1.1 and 580-3.5 within ten days after each inspection. Prior to the end of the establishment period, remove all staking and guying from the project. Prices and payments will be full compensation for all work and materials specified in Section 580 Landscape Installation of the FDOT Standard Specifications. Each plant or tree shall be thoroughly watered in after planting. Watering of all newly installed plant materials shall be the responsibility of the Landscape Contractor until final acceptance by the Landscape Architect. All trees shall be watered for a period of (90) days after planting. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 28 The basis of payment for Landscape Complete — Small Plants shall be paid as LUMP SUM. 580-1-2 Landscape Complete — Large Plants: The bid price for this item shall include, but not be limited to, the requirements of Section 580 Landscape Installation of the FDOT Standard Specifications. CONTRACTOR to install, establish and maintain landscaping as indicated in the Construction Plans. The ENGINEER may conduct interim inspections of all landscape items during the plant establishment period, as well as at the end of the plant establishment period. As part of the warranty to the CITY, and at no cost to the CITY, replace all plants found not to meet minimum specifications as shown in Section 580-2.1.1 and 580-3.5 within ten days after each inspection. Prior to the end of the establishment period, remove all staking and guying from the project. Prices and payments will be full compensation for all work and materials specified in Section 580 Landscape Installation of the FDOT Standard Specifications. Each plant or tree shall be thoroughly watered in after planting. Watering of all newly installed plant materials shall be the responsibility of the Landscape Contractor until final acceptance by the Landscape Architect. All trees shall be watered for a period of (90) days after planting. The basis of payment for Landscape Complete — Large Plants shall be paid as LUMP SUM. 590-1 Landscape Irrigation System: The bid price for this item shall include, but not be limited to, the requirements of Section 590 Irrigation Installation of the FDOT Standard Specifications and the Construction Plans. CONTRACTOR to install the irrigation system as indicated in the Construction Plans. The basis of payment for Landscape Irrigation System shall be paid as LUMP SUM. 700-1-11A Single Post Sign — F&I, Handicapped: The bid price for these items shall include all labor, equipment, and material to provide and install signs as indicated on the plans in accordance with FDOT Roadway and Traffic Design Standards Index 11860, 17302, 17344 and the MUTCD Standards. The Contractor shall submit shop drawings for all signs. The basis of payment for Single Post Sign — F&I, Handicapped shall be paid as EACH. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 29 700-1-11 B Single Post Sign — F&I, Stop: The bid price for these items shall include all labor, equipment, and material to provide and install signs as indicated on the plans in accordance with FDOT Roadway and Traffic Design Standards Index 11860, 17302, 17344 and the MUTCD Standards. The Contractor shall submit shop drawings for all signs. The basis of payment for Single Post Sign — F&I, Stop shall be paid as EACH. 700-1-12 Single Post Sign — F&I, Stop/Do Not Enter: The bid price for these items shall include all labor, equipment, and material to provide and install signs as indicated on the plans in accordance with FDOT Roadway and Traffic Design Standards Index 11860, 17302, 17344 and the MUTCD Standards. The Contractor shall submit shop drawings for all signs. The basis of payment for Single Post Sign — F&I, Stop shall be paid as EACH. 711-11-111 Thermoplastic, Standard, White, Solid (6"): The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. The basis of payment for Thermoplastic, Standard, White, Solid, (6") shall be paid as LINEAR FOOT. 711-11-123 Thermoplastic, Standard, White, Solid, (12"): The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. The basis of payment for Thermoplastic, Standard, White, Solid, (12") shall be paid as LINEAR FOOT. 711-11-125 Thermoplastic, Standard, White, Solid, (24"): The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 30 Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711 The basis of payment for Thermoplastic, Standard, White, Solid, (24") shall be paid as LINEAR FOOT. 711-11-170 Thermoplastic, Standard, White, Arrow: The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. The basis of payment for Thermoplastic, Standard, White, Arrow shall be paid as EACH. 711-11-460 Thermoplastic, Standard, Blue, Message, (Handicapped Symbol): The bid price for this item shall conform to the requirements of Section 711 Thermoplastic Traffic Stripes and Markings of the Standard Specifications and Index 17344 and 17346 of the FDOT Roadway and Traffic Design Standards. Price and payment will be full compensation for furnishing and installation of all materials necessary to complete the pavement markings in accordance with the details shown in the plans and in accordance with FDOT Specifications, Section 711. The basis of payment for Thermoplastic, Standard, Blue, Message, (Handicapped Symbol) shall be paid as EACH. 1050-11-221 Utility Pipe, F&I, 1" Water Service (Poly): The bid price for this item shall include, but not limited to, all material and labor required to install the 1" Poly water service as measured along the length of the centerline of the completed pipeline, without deduction for the length of valves and fittings and according to Okeechobee Utility Authority (OUA) Technical Specifications. Work for this item includes, but is not limited to, the excavation for the pipe trench, legal disposal of all excess materials, bracing, sheeting, dewatering, connecting to the existing main, furnishing and installation of the pipe, backfilling of the pipe trenches, hydrostatic testing, uninterrupted flow of existing utilities, providing access to all driveways at all times, cleaning the site of the work location and protection of utilities, structures, trees, shrubs, and lawns, and all other work required for the complete installation of the 1" water Service. Payment shall include full compensation for furnishing all plant, labor, materials and City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 31 equipment, and constructing the main complete, including all testing and sampling, and incidentals, as well as connections to existing systems and shall be done in accordance to the OUA Technical Specifications and the plans. The basis of payment for Utility Pipe, F&I, 1" Water Service (Poly) shall be paid per LINEAR FOOT. 1050-11-223 Utility Pipe, F&I, 6" Sanitary Service (PVC): The bid price for this item shall include, but not limited to, all material and labor required to install a 6" PVC Sanitary Sewer Service as measured horizontally along the length of the centerline of the completed pipeline from center to center of manholes or to cleanouts or end of pipes, without deduction for manholes, fittings, or structures according to Okeechobee Utility Authority (OUA) Technical Specifications. The depth of gravity sewer lines will be measured from the level of the average original ground or pavement over the centerline of the sewer to the invert of the sewer by vertical ordinates not over fifty feet apart. Work for this item includes, but is not limited to, the excavation for the pipe trench, legal disposal of all excess materials, bracing, sheeting, dewatering, furnishing and installation of the pipe, backfilling of the pipe trenches for the 6" sanitary sewer service. Payment of the applicable unit price per linear foot shall be full compensation for furnishing all plant, labor, materials and equipment, including bypass pumping, and constructing the gravity sewer main complete, including necessary ground water pumping, including well point systems if conditions dictate, backfilling, and all testing. Payment shall include incidentals, as well as connections to existing systems as described in the OUA Technical Specifications and the plans. The basis of payment for Utility Pipe, F&I, 6" Sanitary Service (PVC) shall be paid per LINEAR FOOT. 1055-11-273 Utility Fitting, 6" Sanitary Cleanout: The bid price for this item shall include, but not limited to, all material, labor, equipment, and any other incidentals required to install the sanitary cleanouts according to OUA Technical Specifications for the clean out fixtures. Installation and materials shall be done in accordance to the OUA Technical Specifications and the Construction Plans. The basis of payment for Utility Fitting, 6" Sanitary Cleanout shall be paid per EACH. 1060-15 Utility Structure, Sanitary Manhole, Modify, Inside Drop: The bid price for this item shall include, but not limited to, all material, labor, equipment, and any other incidentals required to modify the existing sanitary manhole with an inside drop to connect the proposed sanitary service to the existing sanitary gravity system in accordance with the OUA Technical Specifications Sheet 10 of the Construction Plans. Work shall include all labor and materials required to provide the sanitary connection and installation of the inside City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 32 drop, including but not limited to the coring of the existing structure, sealing of the structure, installation of the drop materials, and backfill and compaction of the roadway around the structure. Installation and materials shall be done in accordance to the OUA Technical Specifications and the Construction Plans. The basis of payment for Utility Fitting, 6" Sanitary Cleanout shall be paid per EACH. 1080-101 Utility Fixture 1" Meter: The bid price for this item shall include, but not limited to, all material, labor, equipment, and any other incidentals required to install a 1" Meter according to OUA Technical Specifications for the water services. Installation and materials shall be done in accordance to the OUA Technical Specifications and the plans. The basis of payment for Utility Fixture 1" Meter shall be paid per ASSEMBLY. 1080-103 Utility Fixture 2" Tapping Saddle and Corp Stop: The bid price for this item shall include, but not limited to, all material, labor, equipment, and any other incidentals required to install a 2" Service Saddle and Corporation Stop according to OUA Technical Specifications for the water services. Saddles for PVC or ductile iron pipe shall be stainless steel double strap service saddles with iron pipe threads and the iron body must be epoxy coated, or otherwise approved by the Utilities Engineer. Corporation stops shall be brass equipped with connections compatible with the connecting service pipe -type; must have grip joint type or compression connections for polyethylene tubing with locking collars and stainless steel or plastic inserts. Installation and materials shall be done in accordance to the OUA Technical Specifications and the plans. The basis of payment for Utility Fixture 2" Tapping Saddle and Corp Stop shall be paid per EACH. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 33 SECTION VI PW 01-00-02-17 BIDDER'S QUALIFICATION QUESTIONAIRE THE UNDERSIGNED GUARANTEES THE TRUTH AND ACCURACY OF ALL STATEMENTS AND ANSWERS HEREIN CONTAINED: 1. How many years has your organization been in business as a general contractor? 16 years 2. What is the last project of this nature that you have completed? Big Cypress Medical Center / Site work and parking lot - for Seminole Tribe of Florida 3. Have you ever failed to complete work awarded to you? If so, where and why? No 4. The following are named as three (3) corporations or individuals for which you have performed work and to which you refer. Seminole Tribe of Florida Okechobee Utility Authority - Pine Ridge Park Wastewater System Improvements City of Okeechobee - Sidewalk Restoration 5. Have you personally inspected the proposed work and have you a complete plan or schedule for its performance? Provide schedule to describe the amount of work per month that is to be completed. Yes personally inspected proposed site and work to be completed. See attached Proposed Schedule based on 120 days to complete • City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 34 BIDDER'S QUALIFICATION QUESTIONNAIRE (cont'd) 6. Will you sublet part of this work? If so, give details. Yes - B&B Site Development to perform Slte work, drainage & parking areas Vest Concrete to perform all concrete work, Quality Lawn Care to perform irrigation and landscaping. 7. What equipment do you own that is available for the work? None - subcontractors to provide all necessary equipment. 8. What equipment will you purchase for the proposed work? None - subcontractors to provide all necessary equipment. 9. What equipment will you rent for the proposed work? None - subcontractors to provide all necessary equipment. 10. The following is given as a summary of the financial statement of the undersigned: (List assets and liabilities and use insert sheets(s) if necessary) Financial Statements can be provided if necessary DUNS Number 127388846 City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 35 BIDDER'S QUALIFICATION QUESTIONNAIRE (cont'd) 11. Please provide proof of State Certification and/or State Registration by attaching copies of State Certifications. State Registrations shall also be accompanied by proof of Okeechobee County Certificate(s) of Competency by attaching copies of County Certificate(s) Possession of either a State Certification or County Competency card must be attained prior to bid submittal. 12. State the true, exact, correct and complete name of the partnership, corporation or trade name under which you do business. (If corporation, state the name of the president and secretary. If a partnership, state the name of all partners. If a trade name, state the name of the individuals who do business under the trade name.) Seminole Design -Build, Inc. (Correct name of bidder) (a.) The business is a Corporation (b.) The address of the principal place of business is: 401 SW 2nd Street, Okeechobee Florida 34974 (c.) The names of the corporate officers, or partners, or individuals doing business under a trade name are as follows: David Nunez, Jr. - President, Seminole Design -Build, Inc. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 36 Date: March 28, 2017 Seminole Design - Build, Inc. Job: Taylor Creek Centennial Park Ref: Proposed Schedule (120 Day Schedule) Months May, 2017 June, 2017 July, 2017 August, 2017 Days May1-May 26 29-30 June 1•June 29 JWy5•JWY 28 Jtiy31- August 18 Aly 18.25 JtM 28-31 Mobilization and Demobilization May 1-5 Pre Construction Video May 1-2 1 MOT May 1-2 Prevention Control May 2-5 Floating Turbidity Barrier May 2-5 Soil Tracking Device May 3-5 Earthwork May 8-26 I Drainage May 29 -June 29 , Utilites May 29 - June 29 Parking lot July 5- 28 Sidewalks July 31- August 18 Rip -Rap July 31- August 18 Beach Sand July 31- August 18 Landscape August 18 -25 Irrigation August 18-25 Thermoplastic August 28-31 Independent Accountants' Review Report To the Board of Directors Seminole Design -Build, Inc. Okeechobee, FL We have reviewed the accompanying balance sheet of Seminole Design -Build, Inc. as of December 31, 2015, and the related statements of income and retained earnings and cash flows for the year then ended. A review includes primarily applying analytical procedures to management's financial data and making inquiries of Seminole Design -Build, Inc.'s management. A review is substantially Tess in scope than an audit, the objective of which is the expression of an opinion regarding the financial statements as a whole. Accordingly, we do not express such an opinion. Management is responsible for the preparation and fair presentation of the financial statements in accordance with accounting principles generally accepted in the United States of America and for designing, implementing, and maintaining internal control relevant to the preparation and fair presentation of the financial statements. Our responsibility is to conduct the review in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified Public Accountants. Those standards require us to perform procedures to obtain limited assurance that there are no material modifications that should be made to the financial statements. We believe that the results of our procedures provide a reasonable basis for our report. Based on our review, we are not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with accounting principles generally accepted in the United States of America. Our review was made primarily for the purpose of expressing a conclusion that there are no material modifications that should be made to the financial statements in order for them to be in conformity with accounting principles generally accepted in the United States of America. The supplementary information included in the accompanying Schedules on pages 8 to 11 is presented only for additional analysis and is not a required part of the basic financial statements. Such information has been subjected to the inquiry and analytical procedures applied in the review of the basic financial statements, and we did not become aware of any material modifications that should be made to such information. Carol Sokolow, CPA, P.A. Certified Public Accountants June 29, 2016 SEMINOLE DESIGN -BUILD, INC. BALANCE SHEET December 31, 2015 ASSETS CURRENT ASSETS Cash $ 174,558 Contract receivables 462,639 Costs to be refunded 93,530 Costs and estimated eamings in excess of billings on uncompleted contracts 133,258 Total Current Assets $ 863,985 PROPERTY AND EQUIPMENT Office fumiture and equipment 26,815 Vehicle 10,743 Less: Accumulated depreciation (28,964) 8.594 $ 872.579 LIABILITIES AND STOCKHOLDERS' EQUITY CURRENT LIABILITIES Line of credit $179,000 Accounts payable 202,516 Payroll taxes payable 681 Total Current Liabilities $382,197 STOCKHOLDERS' EQUTIY Common stock, $1 par value, 100 shares authorized, issued and outstanding 100 Additional paid -in capital 262,531 Retained earnings 227.751 490,382 $872.579 See accompanying notes and accountants' report. 2 SEMINOLE DESIGN -BUILD, INC. STATEMENT OF INCOME AND RETAINED EARNINGS FOR THE YEAR ENDED DECEMBER 31, 2015 REVENUES COST OF REVENUES GROSS PROFIT GENERAL AND ADMINISTRATIVE EXPENSES INCOME FROM OPERATIONS OTHER INCOME (EXPENSE): Interest expense $ 2,141,782 1,824,515 317,267 236,674 80,593 (3,629) NET INCOME 76,964 RETAINED EARNINGS, Beginning of Year 435,800 LESS: STOCKHOLDER DISTRIBUTIONS (285.013) RETAINED EARNINGS, End of Year $ 227.751 See accompanying notes and accountants' report. 3 •t SEMINOLE DESIGN -BUILD, INC. STATEMENT OF CASH FLOWS FOR THE YEAR ENDED DECEMBER 31, 2015 CASH FLOWS FROM OPERATING ACTMTIES Net Income Adjustments to reconcile net Toss to net cash provided by operating activities: Depreciation $ 2,149 Changes in: Decrease in contract receivables 246,136 Increase in costs and estimated eaming in excess of billings on uncompleted contracts (133,258) Increase in costs to be refunded (93,529) Increase in accounts payable 89,562 Decrease in payroll taxes payable (1,798) $ 76,964 TOTAL ADJUSTMENTS TO NET INCOME 109 262 NET CASH PROVIDED BY OPERATING ACTMIIES 186,226 CASH FLOWS FROM INVESTING ACTIVITIES Purchase of vehide (10,743) Repayment of other receivables 242,279 NET CASH PROVIDED BY INVESTING ACTMIIES 231,536 CASH FLOWS FROM FINANCING ACTIVITIES Payments of stockholder distributions (285,013) Payment on the line of credit (691,000) Borrowing on the line of credit 680,000 NET CASH USED BY FINANCING ACTIVITIES (296,013) NET INCREASE IN CASH 121,749 CASH, Beginning of Year 52.809 CASH, End of Period $174,558 SUPPLEMENTAL DISCLOSURE Interest paid $ 3,629 See accompanying notes and accountants' report. 4 SEMINOLE DESIGN -BUILD, INC. SUPPLEMENTARY INFORMATION FOR THE YEAR ENDED DECEMBER 31, 2015 COST OF REVENUES: Materials $ 32,556 Other Direct Costs 54,043 Subcontractors 1,737.416 $ 1,824,515, GENERAL AND ADMINISTRATIVE EXPENSES: Advertising $ 6,408 Auto and truck expenses 7,782 Business gifts and promotion 812 Consulting 1,780 Depreciation 2,149 Donations 1,075 Dues and subscriptions 50 Equipment rental 1,521 Insurance 27,664 Meals and entertainment 7,739 Office expenses 4,348 Outside services 3,859 Payroll and payroll taxes 147,512 Postage 142 Professional fees 6,436 Repairs and maintenance 2,996 Supplies 442 Taxes and licenses 18 Telephone 1,958 Travel 5,575 Uniforms 270 Utilities 6,138 $ 236,674 See accountants' report 10 Performance Bond CONTRACTOR: (Name, legal mane r.r aad arldre. ) Seminole Design -Build, Inc. 401 SW 2nd Street Okeechobee, FL 34974 OWNER: Ph: (863) 467-1115 (Name, le 11 stains and arddn r>) City of Okeechobee 55 S.E. 3rd Ave. Okeechobee, FL 34974 Ph: (863) 763-3372 CONSTRUCTION CONTRACT Date: 5/16/17 Amount: ($ 547,318.25 Executed In 3 Counterpart(s) Bond No. GSM 35232 SURETY: (Name. /•:;al11a/1/1 an//vimita/rlarr of bl.7n . ,) The Gray Insurance Company PO Box 6202 Metairie, LA 70009-6202 Ph: (504) 888-7790 Description: PW 01-00-02-17, Centennial Park Storm Water Improvements (A7ame and /oadion) (Site Work for Storm Water Improvements), Okeechobee, FL BOND Dare: May 19, 2017 (.\'ol nnlier/ban Coitrb7hIion Giudriri 1)a/0 Amount: ($ 547,318.25 Aloditications to this Bond: CONTRACTOR AS PRINCIPAL Company: (oiponde.Sial) X Nonc . Semino De 'gn- Sigtturcr :uud =1'itie (/l ap additiana/: i;nrdnn See Section 16 'Phis document has important legal consequences. Consultation with an attorney is encouraged with respect to its co mpletion or modification. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. This document combines two separate bonds, a Performance Band and a Payment Bond, into one form. 'ibis is not a single combined Perti)rmance and Payment Bond. SURETY Compare: The Gray Insurance Company ((,wronde .Veal) 02. Signature: • Name Gloria A. Richards and 'Title: Attorney -in -Fact and FL Lic. Resident A�jent- .r arrear on the /.b."pgge (Phis !'er/inr.rn,r !;Dorf.) Inquiries: (407) 786-7770 = (FOR L'\l (RlL-'iTiC).\' O,\'1.)=:\'.mgr. a(IJJ . andk/epbon-) AGENT or BROKER: OWNER'S REPRESENTATIVE: Florida Surety Bonds, Inc. (Inbiler/. 1iii ineerorotherrarit:•) 620 N. Wymore Road, Suite 200 Maitland, FL 32751 Phone: (407) 786-7770 By arrangement with the American Institute of Architects. the National Association of Surety Bond Producers (NASBP) (wmv.nasbp.or<it) makes this form document available to its members, affiliates. and associates in Microsoft Word format Jor USC in the regular course of surety business. NASBP vouches that the original text of this document conforms exactly to the text in AIA Document A312-2010. Performance Bond and Payment Bond. Subsequent modifications may be made to the oriLginal text of this document by users, so careful review of its wording and consultation with an attorney are encouraged before its completion, execution or acceptance. V\ \. .\\\ § 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. § 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Section 3. § 3 11 there is no Owner Default under the Construction Contract, the Surety's obligation under this Bond shall arise after .1 the Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is requesting it conference among the Owner, Contractor and Surety 0) discuss the Contractor's performance. If the Owner does not request a conference, the Surety may, within fisc (5) business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Section 3.1 shall be held within ten (10) business days of the Surety's receipt of the Owner's notice. If the Owner, the Contractor and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; .2 the Owner declares a Contractor Default, terminates the Construction Contract and notifies the Surety; and .3 the Owner has agreed to pay the Balance of the Contract l'ricc in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Constriction Contract. § 4 Failure on the part of the Owner to comply with the notice requirement in Section 3.1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates actual prejudice. § 5 \\'hen the Owner has satisfied the conditions of Section 3, the Surety shall promptly and at the Surety's expense take one of the following actions: § 5.1:\rrangc for the Contractor, with the consent of the Owner, to perform and complete the Construction Contact; § 5.2 Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors; § 5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for pertiormance and completion of the Construction Contracr, arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Section 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or § 5.4 Waive its right to pertin•m and complete, arrange for completion, or obtain a new contractor and with reasonable promptness under the circumstances: .1 .\frcr investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or .2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial. § 6 if the Surety docs not proceed as provided in Section 5 with reasonable promptness, the Surety shall he deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available ro the Owner. 1 f the Surety proceeds as provided in Section 5.4, and t he Owner refuses the payment or the Surety has denied liability, in whole or in part, without further Notice the Owner shall he entitled to enforce any remedy available to the Owner. By arrangement with the American Institute of Architects, the National Association of Surety Bond Producers (NASBP) (www.nasbp.org) makes this lomm document available to its members. affiliates. and associates in Microsoft Word lonnat for use in the regular course of surety business. NASBP vouches that the original text of this document conforms exactly to the text in AIA Document A312-2010. Performance Bond and Payment Bond. Subsequent modifications may be made to the original text of this document by users. so careful review of its wording and consultation with an attorney are cncountged before its completion, execution or acceptance. § 7 1f the Surety elects to act under Section 5.1, 5.2 or 5.3, then the responsibilities of the Surety to the (honer shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, xvithout duplication, for .1 the responsibilities of the Contractor for correction of detective work and completion of the Construction Contract: .2 additional legal, designs professional and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Section 5; and .3 liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed pertornnance or non-performance of the Contractor. § 8 1 f the Surety elects to act under Section 5.1.5.3 or 5.4, the Surety's liability is limited to the amount not of this Bond. § 9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set oft on account of any such unrelated obligations. No right of action shall accrue 00 this Bond to any person or entity other than the Owner or its heirs, executors, administrators, successors and assigns. § 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 11 Any proceeding, legal or equitable, tinder this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part Of the work is located and shall he instituted within two \cars after a declaration of Contractor Default or within two years after the Contractor ceased working or within two wars after the Surety refuses or fails to perforin its obligations under this Bond, whichever occurs first. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall he applicable. § 12 Notice to the Surety, the Owner or the Conn -actor shall be mailed or delivered to the address shown on the page 00 which their signature appears. § 13 \\71en this Bond has been furnished to couple with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said sun -tinny or legal requirement shall be deemed deleted herctiom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. § 14 Definitions § 14.1 Balance of the Contract Price. The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made. including allowance to the Contractor of any amounts received la. to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. § 14.2 Construction Contract. The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents. § 14.3 Contractor Default. Failure of the Contractor, which has not been remedied or waived, to perform or otherwise to comply with a material term of the Construction Contract. § 14.4 Owner Default. Failure of the ( )wncr, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terns of the Construction Contract. § 14.5 Contract Documents.:\ll the documents that comprise the agreement between the Owner and Contractor. § 15 11 this Bond is issued for an agreement between a Contractor and subcontractor. the terns Contractor in this Bond shall be deemed to be Subcontractor and the terns Owner shall be deemed to be Contractor. By arrangement with the American Institute of Architects. the National Association of Surety Bond Producers (NASBP) (www.nashp.ore,) makes this form document available to its members, affiliates. and associates in Microsofl Word font -tat for use in the regular course of surety business. NASBP vouches that the original text of this document conforms exactly to the text in AIA Document A312-2010, Performance Bond and Payment Bond. Subsequent modifications may be made to the original text of this document by users, so careful review of its wording and consultation with an attorney are encouraged before its completion, execution or acceptance. §16 \loditications to this bond are as follows: (.5taar i. nmrit/ed Gr4rn+ fn ft:gir r/un n/'addedran/ies, n/brr /Grin !bare aprr.ninf. an lbr corer CONTRACTOR AS PRINCIPAL SURETY (2,rnnPam': (Corroulr Sea/) Company: (Cor intik Sed) -Signatc ` Signature: - Natm ti l'ritle: Name and 'lit le: Addr;;Z: ddress: By arrangement xvith the American Institute of Architects. the National Association of Surety Bond Producers (NASBP) (www.nasbp.org) makes this form document available to its members, affiliates. and associates in Microsoft Word lbnnat for use in the regular course of surety business. NASBP vouches that the original text of this document confirms exactly to the text in AIA Document A312-2010, Performance Bond and Payment Bond. Subsequent modifications may be made to the original text of this document by users. so careful review of its wording and consultation with an attorney are encouraged before its completion, execution or acceptance. Payment Bond CONTRACTOR: (Name. /((I/slalmeand addnto) Seminole Design -Build, Inc. 401 SW 2nd Street Okeechobee, FL 34974 OWNER: Ph: (863) 467-1115 (Name. lc ;d Aims and addrrl7) City of Okeechobee 55 S.E. 3rd Ave. Okeechobee, FL 34974 Ph: (863) 763-3372 CONSTRUCTION CONTRACT Dare: 5/16/17 Amount: ($ 547,318.25 Executed in 3 Counterpart(s) Bond No. GSM 35232 SURETY: (Name. kga/ s/alar and pnuripa/p/a(r o/•hinine; ,) The Gray Insurance Company PO Box 6202 Metairie, LA 70009-6202 Ph: (504) 888-7790 Descriptitun: PW 01-00-02-17, Centennial Park Storm Water (Name and lo„rlio„) Improvements (Site Work for Storm Water Improvements), Okeechobee, FL BOND Dare: May 19, 2017 (Nos earlier than C.o,, I,rrdion Conhurl Pak) Amount: ($ 547,318.25 \loditications to this Bond: None •.•CONTRACJ'OR AS PRINCIPAL "C:orpria v: ((.irr/`orulr.S'ral) :minole.b 1gnat:trt4 —• ` Signal ure: ' ^1N:1n1C L� Name -tend 'artc:�\” and 'fitly: ar �lr,ntil: t:gort m s , ' p wr• on the i / p.i,r of Ibis I'armen/ l toed.) X Sec Section 18 SURETY Company: 'Phis document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. ,1m• singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. This document combines two separate bonds, a Performance Bond and a Payment Bond, into one form. This is not a single combined Performance and Payment Bond. (Cor fonr/e .Se,d) The Gray Insura - Company . Gloria A. Richards , ` `' Attorney -in -Fact and FL Lic. Resident Age .it Inquiries: (407) 786-7770 (FOR INFORM/MON C);\7.)'— Name. addmes atn!!rl fbnnr) AGENT or BROKER: OWNER'S REPRESENTATIVE: (" 1 n%rilrt 1, lin,/neer or olberp,niy:) Florida Surety Bonds, Inc. 620 N. Wymore Road, Suite 200 Maitland, FL 32751 Phone: (407) 786-7770 By arrangement with the American institute of Architects. the National Association of Surety Bond Producers (NASBP) (www.nasbp.ore) makes this roan document available to its numbers, affiliates. and associates in Microsoft Word format for use in the regular course of surety business. NASBP vouches that the original text of this document conlbrms exactly to the text in AIA Document A312-2010. Performance Bond and Payment Bond. Subsequent modifications may be made to the original text of this document by users, so careful review of its wording and consultation with an attorney are encouraged before its completion, execution or acceptance. 5 § 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to the (.Owner to pay for Tabor, materials and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference, subject to the ti>llowing terms. § 2 lithe Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies and holds harmless the Owner from claims, demands, liens or suits by any person or entity seeking payment for labor, materials or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond. § 31f there is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety (at the acldress described in Section 13) of claims, demands, liens or suits against the Owner or the Owner's property by any person or entity seeking payment for labor, materials or equipment furnished for use in the performance of the Construction Contract and tendered defense of such claims, demands, liens or suits to the Contractor and the Surety. § 4 When the Owner has satisfied the conditions in Section 3, the Surety shall promptly and at the Surety's expense defend, indemnify and hold harmless the Owner against a duly tendered claim, demand, lien or suit. § 5'Ihe Surety's obligations to a Claimant under this Bond shall arise after the following: § 5.1 Claimants, who do not have a direct contract with the Contractor, .1 have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were. or equipment was, furnished or supplied or for whom the labor was done or performed, within ninety (90) days after having Iasi performed labor or last furnished materials or equipment included in the Claim: and .2 have sent a (:lain to the Surety (at the address described in Section 13). § 5.2 Claimants, who are employed by or have a direct contract with the Contractor, have sent a (Lain to the Surety (at the address described in Section 13). § 6 I f a notice of non-payment required by Section 5. 1.1 is given by the Owner to the Contractor, that is sufficient to satisfy a Claimant's obligation to furnish a written notice o1 non-payment under Section 5.1.1. § 7 When a Claimant has satisfied the conditions of Sections 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Surety's expense take the following actions: § 7.1 Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed: and § 7.2 Pay or arrange for payment of any undisputed amounts. § 7.3 The Surety's failure to discharge its obligations under Section 7.1 or Section 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim. except as to undisputed amounts for which the Surety and Claimant have reached agreement. lf, however, the Surety fails to discharge its obligations under Section 7.1 or Section 7.2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any suns found to be due and owing to the Claimant. § 8 The Surety's total obligation shall not exceed the amount of this Bond, plus the amount of reasonable attorney's ices provided ander Section 7.3, and the amount of this Bond shall be credited for any payments made in gond faith by the Surety. § 9 Am( tutus ()wt.(' by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Cnnirnctnr in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond, subject to the Owner's priority to use the funds for rhe completion of the work. By arrangement with the American Institute of Architects. the National Association of Surety Bond Producers (NASBP) (www.nasbp.org) makes this form document available to its members. affiliates. and associates in Microsoll Word format for use in the regular course of surety business. NASBP vouches that the original tem of this document conforms exactly to the text in AIA Document A312-2010. Performance Bond and Payment Bond. Subsequent modifications may be made to the original text of this document by users. so carelol review of its wording and consultation with an attorney are encouraited before its completion, execution or acceptance. § 10 The Surety shall not he liable to the Owner, Claimants or others for c)bliganions of the Contractor than arc unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of an- Claimant under this Bond, and shall have under this Bond no oblit i.tion to make payments to, or give notice on behalf of, Claimants or otherwise have any obligations to Claimants under this Bond. § 11 The Surety hereby- waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders and other obligations. § 12 No suit or action shall he commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date (I) on which the Claimant sent a Claim to the Surety pursuant to Section 5.1.2 or 5.2. or (2) on which the last labor or service was performed hl. anyone or the last materials or equipment were furnished by anyone under the Construction Contract. whichever of (1) or (2) first occurs. If the provisions of this Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. § 13 Novice and Claims to the Surety, the Owner or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims, however accomplished, shall be sufficient compliance as of the chafe received. § 14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the constntction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conic )rming to such statutory or other legal requirement shall be domed incorporated herein. \\'hen so furnished, the intent is that this Bond shall be construed as a statutory hand and not as a common law bond. § 15 Upon request by any person or entity- appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be mode. § 16 Definitions § 16.1 Claim. A written statement by the Claimant including; at a minimum: .1 the name ()Idle Claimant: .2mc name of the person I.( )r whom the labor was done, or materials or equipment furnished; .3 a copy of the agreement or purchase order pursuant to which labor, 0 -wet -hits or equipment was furnished for use in the performance of the Construction Contract; .4 a brief description of the labor, materials or equipment furnished; .5 the date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; .6 the total amount eased by the Claimant for lalxn•, materials or equipment furnished as of the date of the Claim; .7 the total amount of previous payments received by the Claimant; and .8 the total amount due and unpaid to the Claimant for labor, materials or equipment furnished as of the dare of the Claim. § 16.2 Claimant. ;\n individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located. The intent of this Bond shall be to include without limitation in the terns "labor, materials or equipment" that part of water, gas, power, light, heat, oil, 1,asoline, telephone service or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Connector's subcontractors, and all other items for which an mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. § 16.3 Construction Contract. The agreement between rhe Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents. By arrangement with the American Institute of Architects. the National Association of Surety Bond Prcxlucers (NASBP) (www.nasbo.or;) makes this font document available to its members. affiliates. and associates in Microsoft Word format for use in the regular course of surety business. NASBP vouches that the original text oI' this document conlornls exactly to the text in Al A Document A312-2010, Pcrlormance Bond and Payment Bond. Subsequent modifications may be made to the original text of this document by users, so careful review of its wording and consultation with an attorney are encouraged before its completion, execution or acceptance. 4 § 16.4 Osvncr Default. Failure of the Owner. which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. § 16.5 Contract Documents. .111 the documents that comprise the agreement between the Owner and Contractor. § 17 1 f this Bond is issued for an agreement between a Contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. § 18 \Ioditications to this bond are as follows: THIS BOND IS GIVEN TO COMPLY WITH SECTION 255.05 OR SECTION 713.23 FLORIDA STATUTES, AND ANY ACTION INSTITUTED BY A CLAIMANT UNDER THIS BOND FOR PAYMENT MUST BE IN ACCORDANCE WITH THE NOTICE AND TIME LIMITATION PROVISIONS IN SECTION 255.05(2) OR SECTION 713.23 FLORIDA STATUTES. (.S'air i.rrwrided Gr/on' for ae/d//iot, d t:gmili ir.r o/addedp rlie.. other than those appealing on the corerrai,c) CONTRACTOR AS PRINCIPAL SURETY Company: ((. mtoiule .S'ea/) (.:ompany: (C:or'orale Seal) \\:' A' n:uu' �� ; Signature: ;1, --:Name :ai 1'it'N:: = Name and 'l'itle: ldres� _. :Address: • �>.: By arrangement with the American Institute of Architects. the National Association of Surety Bond Producers (NASBP) (www.nashp.or,) makes this liana document available to its members. affiliates. and associates in Microsoft Word format for use in the regular course of surety business. NASBP vouches that the original text of this document conlorms exactly to the text in AIA Document A312-2010, Performance Bond and Payment Bond. Subsequent modifications may be made to the original text of this document by users. so careful review of its wording and consultation with an attoniey are encouraged belore its completion, execution or acceptance. 8 EtrugginEssmuAsz'r U = a jf.BMAB `Y SIB or ILJf av1q.0..i��11��l! i Ii1�j' /;��Tre1 \1 THE GRAY INSURANCE COMPANY THE GRAY CASUALTY & SURETY COMPANY 204367 GENERAL POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS, THAT The Gray Insurance Company and The Gray Casualty & Surety Company, corporations duly organized and existing under the laws of Louisiana, and having their principal offices in Metairie, Louisiana, do hereby make, constitute, and appoint Susan L. Reich, Jeffrey W. Reich, Don Bramlage, Kim E. Niv, Leslie M. Donahue, Patricia L. Slaughter, Teresa L. Durham, Cheryl Foley, Gloria A. Richards, and Glenn Arvanitis of Maitland, Florida jointly or severally on behalf of each of the Companies named above its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its deed, bonds, or other writings obligatory in the nature of a bond, as surety, contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of $10,000,000.00 This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both The Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 26th day of June, 2003. "RESOLV ED, that the President, Executive Vice President, any Vice President, or the Secretary be and each or any of them hereby is authorized to execute a power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings, and all contracts of surety, and that each or any of them is hereby authorized to attest to the execution of such Power of Attorney, and to attach the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of surety to which it is attached. IN WITNESS WHEREOF, The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to be hereinto affixed, and these presents to be signed by their authorized officers this 12th day of September, 2011. State of Louisiana By: Attest: 4041/04•••4 Michael T. Gray President, The Gray Insurance Company and Vice President, The Gray Casualty & Surety Company Mark S. Manguno Secretary, The Gray Insurance Company, The Gray Casualty & Surety Company ss: Parish of Jefferson On this 12th day of September, 2011, before me, a Notary Public, personally appeared Michael T. Gray, President of The Gray Insurance Company and Vice President of The Gray Casualty & Surety Company, and Mark S. Manguno, Secretary of The Gray Insurance Company and The Gray Casualty & Surety Company, personally known to me, being duly sworn, acknowledged that they signed the above Power of Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and deed, of their companies. 00111111111,, 1 i It °X PUBOt JOS at0Fut. 0 o N•II14\11\\M I, Mark S. Manguno, Secretary of The Gray Insurance Company and The Gray Casualty & Surety Company, do hereby certify that the above and forgoing is a true and correct copy of a Power of Attorney given by the companies, which is still in full force and effect. Lisa S. Millar, Notary Public, Parish of Orleans State of Louisiana My Commission is for Life IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this • • I` -44-h day of Nati, CL1 a01.1. a,,,r,0+„° Mark S. Manguno, Secretary The Gray Insurance Company The Gray Casualty & Surety Company Ri. `F ! f I ! iF : 1 'R+K•rM M+ (!+ • •h. :If:If-k • - • =t+P=t•l•1TW11'1'C+y}, �►•f `'-Fl=1FM --k1=11-7/7k7iT 0b'%+\. -11t-T'-1•=Vt,1:;::T1 7-7 I+ ro'a !1 :lii + • P: •-._ _ ----_ ------------- -- - - , - _ _ ------------- - - - ---- - ------------------------- --------- - ------ _T:74 --- _ - _ _ ------- ? - ------------------- _ - - ---- - - - - - - - - - - -------- - - _ - ---- -------------------------------------------- - - ----- --------------- , --- --------------------- --- "- ---- ---------------------------------------------- -- - - - - - ------------- _ ------ - --------------------- _ ---- -- - - - - ------- --- - ---- ------------- _ -- - --- - - - -- ------ ------ --- --- - --- ---------------------------------------------------------- -- _ _ _ _ _ -------------- - -- - ----------------- -- - -------- ------------------------------- -------- - _______ _ -- - --- _ -------------- ------------------ Such bond shall continue in effect for one (1) year after completion and acceptance of the work with liability equal to 100% of contract price, or an additional bond shall be conditioned that the Contractor will correct any defective or faulty work or material which appear within one (1) year after completion of the contract, upon notification by the City. INDEMNITY [CONTRACTOR] shall defend, indemnify and hold harmless the City of Okeechobee and all of the City of Okeechobee's officers, agents, and employees from and against all claims, liability, Toss and expense, including reasonable costs, collection expenses, attorneys' fees, and court costs which may arise because of the negligence (whether active or passive), misconduct, or other fault, in whole or in part (whether joint, concurrent, or contributing), of [VENDOR], its officers, agents or employees in performance or non-performance of its obligations under the Agreement. [CONTRACTOR] recognizes the broad nature of this indemnification and hold harmless clause, as well as the provision of a legal defense to the City of Okeechobee when necessary, and voluntarily makes this covenant and expressly acknowledges the receipt of such good and valuable consideration provided by the City of Okeechobee in support of these indemnification, legal defense and hold harmless contractual obligations in accordance with the laws of the State of Florida. This clause shall survive the termination of this Agreement. Compliance with any insurance requirements required elsewhere within this Agreement shall not relieve [CONTRACTOR] of its liability and obligation to defend, hold harmless and indemnify the City of Okeechobee as set forth in this article of the Agreement. Nothing herein shall be construed to extend the City of Okeechobee's liability beyond that provided in section 768.28, Florida Statutes. INSURANCE [CONTRACTOR] shall, 'at its sole cost and expense, procure and maintain throughout the term of this contract, Comprehensive General Liability, Worker's Compensation, and Commercial Automobile Liability insurance, including Employer Liability insurance, with minimum policy limits specified below Combined Single Limits, or to the extent and in such amounts as required and authorized by Florida law, and will provide endorsed certificates of insurance generated and executed by a licensed insurance broker, brokerage or similar licensed insurance professional evidencing such coverage, and naming the City of Okeechobee as a named, additional insured, as well as furnishing the City of Okeechobee with a certified copy, or copies, of said insurance policies. Certificates of insurance and certified copies of these insurance policies must accompany this signed contract. Said insurance coverages procured by [CONTRACTOR] as required herein shall be considered, and [CONTRACTOR] agrees that said insurance coverages it procures as required herein shall be considered, as primary insurance over and City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 38 _ ____� = - -- -- _'�' - -- -- - '�-- - =��-`~'�-- --__-__ _-`�c-° --`'-� �=__ __ i_„-„: - - - - '_ --_- _ - - -- '_--~~�_�~~~ - -- - _=�- �; _.. vt � na � A t;asJ.��,Kai..d.esrJ,�.�.�.' .1 I ' � I � %�.•®ct - '� THE GRAY INSURANCE COMPANY THE GRAY CASUALTY & SURETY COMPANY GENERAL POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS, THAT The Gray Insurance Company and The Gray Casualty & Surety Company, corporations duly organized and existing under the laws of Louisiana, and having their principal offices in Metairie, Louisiana, do hereby make, constitute, and appoint Susan L. Reich, Jeffrey W. Reich, Don Bramlage, Kim E. Niv, Leslie M. Donahue, Patricia L. Slaughter, Teresa L. Durham, Cheryl Foley, Gloria A. Richards, and Glenn Arvanitis of Maitland, Florida jointly or severally on behalf of each of the Companies named above its true and lawful Attorneys) -in -Fact, to make, execute, seal and deliver, for and on its behalf and as its deed, bonds, or other writings obligatory in the nature of a bond, as surety, contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of $10,000,000.00 This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both The Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 266 day of June, 2003. "RESOLV ED, that the President, Executive Vice President, any Vice President, or the Secretary be and each or any of them hereby is authorized to execute a power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings, and all contracts of surety, and that each or any of them is hereby authorized to attest to the execution of such Power of Attorney, and to attach the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of surety to which it is attached. IN WITNESS WHEREOF, The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to be hereinto affixed, and these presents to be signed by their authorized officers this 12th day of September, 2011. State of Louisiana By: Attest: ss: Michael T. Gray President, The Gray Insurance Company and Vice President, The Gray Casualty & Surety Company 1'IN"'d Mark S. Manguno Secretary, The Gray Insurance Company, The Gray Casualty & Surety Company Parish of Jefferson On this 12th day of September, 2011, before me, a Notary Public, personally appeared Michael T. Gray, President of The Gray Insurance Company and Vice President of The Gray Casualty & Surety Company, and Mark S. Manguno, Secretary of The Gray Insurance Company and The Gray Casualty & Surety Company, personally known to me, being duly sworn, acknowledged that they signed the above Power of Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and deed, of their companies. 01:17Z4-. M..i - qi5 -4A otisoc, 4NF;:4,1 iiI �`, I, Mark S. Manguno, Secretary of The Gray Insurance Company and The Gray Casualty & Surety Company, do hereby certify that the\above and forgoing is a true and correct copy of a Power of Attorney given by the companies, which is still in full force and effect. day of 4 -i: .2o(7 . Lisa S. Millar, Notary Public, Parish of Orleans State of Louisiana My Commission is for Life IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this ,-I h Mark S. Manguno, Secretary The Gray Insurance Company The Gray Casualty & Surety Company SECTION VIII PW 01-00-02-17 AGREEMENT This AGREEMENT is dated as of the 16th day of May in the year 2017, between the City of Okeechobee (CITY) and Seminole Design -Build, Inc. (CONTRACTOR). CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK 1.1 The work is described as follows: Perform site improvements for a 2 acre park site including Parking, sidewalks, bank stabilization, storm water improvements including construction of a 4' X 8' Nutrient Separating Baffle Box, Bio -Swale, removal and replacement of storm water pipe in accordance with design plans, project specifications, and applicable permits. The quantities and units as listed in the schedule of bid items are close to present conditions. Actual quantities will be determined as each chapter of the project is being completed. ARTICLE 2. PUBLIC WORKS DIRECTOR 2.1 . PUBLIC WORKS DIRECTOR as named in the Contract Documents shall mean: The City of Okeechobee's Public Works Director 55 SE 3rd Avenue Okeechobee, FL 34974 ARTICLE 3. CONTRACT TIME 3.1 The Work Shall be completed within the 120 Calendar Days specified on the Notice to Proceed for each project assigned. 3.2 City and Contractor recognize that Projects may have important environmental and economic significance and, as required for compliance with Federal and State Regulations, that time is of the essence of this Agreement, and that the City will suffer direct financial Toss if Projects are not completed as described in paragraph 3.1 Accordingly, Contractor agrees to pay City as liquidated damages the amount established in the following schedule per day for each day that Projects are not completed in accordance with this Article 3, Paragraph 3.1. Original Contract Amount Daily Charge per Calendar Day $ 500,000 and under Over $500,000 but less than $1,000,000 Over $1,000,000 but less than $2,500,000 City of Okeechobee 42 $ 500.00 $ 750.00 $ 1,000.00 Project No. PW 01-00-02-17 Over $2,500,000 but less than $5,000,000 $ 1,250.00 3.3 In addition to the provision for payment to the City by contractor of liquidated damages due to the failure of the contractor to complete each project within the time stipulated in each project's notice to proceed, or within such additional time as may have been granted by the Public Works Director, the City may also recover from contractor amounts paid by the City for damages suffered by third parties as a result of contractor's failure to complete each project within the time stipulated, or within such additional time as may have been granted by the Public Works Director, unless the failure to timely complete the project was caused by the City's acts or omissions. 3.4 Liquidated damages are cumulative and additive and represent a reasonable estimate of City's expenses for extended delays and administrative costs associated with such delay. In addition to the to the liquidated damage amounts, there will be additional amounts charged to the contractor for all delay damages incurred by the City as a result of unavoidable delays by the contractor. These actual delay damages will include, but not be limited to, inspection, engineering services, delay damage settlements or awards, penalties, and professional fees incurred in connection with such settlements, awards or penalties and fines imposed by regulatory agencies, contract damages and Toss of use. ARTICLE 4. CONTRACT PRICE 4.1 City shall pay contractor for performance of the work in accordance with the unit prices listed in the contract documents contractor's bid form on a project by project basis. 4.2 City shall pay the contractor, or receive as credit, for changes or adjustments in the work made in accordance with the General Conditions, on the basis of the unit prices indicated on the bid form. ARTICLE 5. MEASUREMENT AND PAYMENT 5.1 Payment for the work, as further specified herein, shall include compensation to be received by the contractor for furnishing tools, equipment, supplies, and manufactured articles, and for labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the work in accordance with the requirements of the contract documents, including appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedule, and all costs therefore shall be included in the prices named in the Bid Schedule for the various appurtenant items of work. City of Okeechobee 43 Project No. PW 01-00-02-17 5.2 The total Unit Bid Price for each project shall cover all work required by the Contract Documents. All costs in connection with the proper and successful completion of the work, including furnishings all materials, equipment, supplies, and appurtenances; providing all construction equipment, and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the Unit bid prices. All related and necessary work not specifically set forth as a pay item in the Bid shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included. 5.3 Payment for all work done in compliance with the Contract Documents, inclusive of furnishings all manpower, equipment, materials, and performance of all operations relative to construction of this project, will be made under the Unit Bid Price. 5.4 The city reserves the right to alter the Drawings, modify incidental work if necessary, and increase or decrease quantities of work to be performed in accordance with such changes, including deduction or cancellation of any one or more of the chapters or items. Changes in the work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. When changes result in changes in the quantities of work to be performed, and proposed change will cause substantial inequity to the City or Contractor the applicable unit prices shall be equitably adjusted by change order. 5.5 Quantities necessary to complete the work as shown on the Drawings or as specified herein shall govern over those shown in the Proposal or Bid Documents. The Contractor shall take no advantage of any apparent error or omission in the Drawings or Specifications, and the Public Works Director shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 5.6 The quantities for payment, other than Final Payment, under this Contract shall be determined for actual measurement of the completed items, in place, ready for service and accepted by the City, in accordance with the applicable method of measurement therefore contained herein. A representative of the Contractor shall witness all field measurements. 5.7 All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and supplied for the sole purpose of providing Bidder with a basis which will be used to determine the Base Bid and to obtain unit prices for approvals of progress payments for the Work done. Actual quantities which will be ordered by City may vary from those on the Bid Form(s). The Contractor's attention is directed to the items of work for which no unit price is set. All work shown on the drawings as outlined in the specifications is to be completed in all respects, and the cost of all miscellaneous and associated work to any specific items shall be included in the Unit Prices. City of Okeechobee 44 Project No. PW 01-00-02-17 5.8 All quantities, for the submittal of payments, shall be measured and tabulated by both the Public Works Director, or representative, and Contractor. Requests for payment and supporting data shall be prepared by the Contractor and given to the Public Works Director sufficiently in advance of payment date to permit thorough checking of all quantities. 5.9 The Contractor shall furnish the Public Works Director whatever assistance is required, laborers, clerks and records that will enable the Public Works Director to expeditiously check all estimates and especially the final quantities of the project. 5.10 Contractor shall submit Applications for Payment in accordance with Article 9 of the General Conditions. Applications for Payment will be processed by Public Works Director as provided in the General Conditions. City shall make progress payments on the basis of Contractor's Applications for Payment as recommended by the Public Works Director, in accordance with Article 9 of the General Conditions. Prior to Final Completion of the Work of each individual chapter progress payments will be in an amount equal to ninety (90%) percent of the Work completed. Upon Final Completion and Acceptance of the Work of each individual Chapter, in accordance with Article 9 of the General Conditions, City shall pay the remainder of the Contract Price, as provided in Article 9. ARTICLE 6. RETAINAGE IN ANTICIPATION OF LIQUIDATED DAMAGES 6.1 City may withhold additional retainage if Contractor is behind schedule and it is anticipated by City that each portion of the Work will not be completed within the Contract Time, as specified in the Notice to Proceed. 6.2 City may consider Contractor's progress schedules as amended, and compliance or non-compliance therewith and other factors, including Contractor's failure to provide a schedule and/or to update the same. ARTICLE 7. CONTRACTOR'S REPRESENTATIONS In order to induce City to enter into this Agreement, Contractor makes the following representations: 7.1 Contractor has familiarized himself with the nature and extent of the Contract Documents. Work locality, weather, and with all local conditions and federal, state, and local laws ordinances, rules, policies, and regulations that in any manner affect cost, progress, or performance of the work. 7.2 Contractor has studied carefully all reports of investigations and tests of subsurface and latent physical conditions of the site or otherwise affecting cost, progress, or performance of the work which were relied upon by the Public Works Director in the preparation of the Drawings and Specifications. City of Okeechobee 45 Project No. PW 01-00-02-17 7.3 Contractor has made or caused to be made examinations, investigations, and tests, and studies of such reports and related data, in addition to those referred to in Paragraph 7.2 above as he deems necessary for the performance of the work at the contract price, within the contract time, and in accordance with the other terms and conditions of the contract documents, and no additional examinations, investigations, tests, reports or similar data are or will be required by the contractor for such purposes. 7.4 Contractor has correlated results of such observations, examinations, investigations, tests, reports, and data with the terms and conditions of the contract documents. 7.5 Contractor has given Public Works Director written notice of all conflicts, errors, or discrepancies that he has discovered in the contract documents, and the written resolution thereof by Public Works Director is acceptable to the contract. 7.6 Public Records Act Florida Statute Chapter 119 Compliance. Contractor understands and agrees that records and documents prepared by Contractor or the City for the performance of services may be subject to the Public Records Act, Florida Statute, Chapter 119 and may be required to be produced as provided in said statute. The records subject to Chapter 119 may include, in addition to prepared documents, such communication as e-mails, text messages, inter -office memorandums, social media, and photographs or images; a person or entity may request public records via e-mail, or by oral or written request, and a response to such a request must be prompt; it is the responsibility of the Contractor to establish an in-house policy in reference to such records, and to identify and retain such communications in the normal course of business in the event a request is made to produce these records. ARTICLE 8. PUNCHLIST PROCEDURES Further to Florida Statutes §218.735(7)(a)(i), Punchlist procedures to render the Work complete, satisfactory and acceptable are established as follows: 8.1 Within five (5) days of Substantial Completion of the construction services purchased as defined in the Contract, Contractor shall schedule a walkthrough with City ("Initial Walkthrough" a/k/a "IW"). The purpose of the IW is to develop a preliminary checklist ("Checklist") of items to be performed by the Contractor, based upon observations made jointly between the Contractor and City during the IW. The IW is to occur within ten (10) days of Substantial Completion of the Work as defined by the Contract, again predicated upon the Contractor's timely initiation of a request for the IW. At its option, City may conduct the IW with its Field Inspector. 8.2 Contractor shall endeavor to address and complete as many items as possible noted on the Checklist either during the IW itself, or thereafter for a period City of Okeechobee 46 Project No. PW 01-00-02-17 of fifteen (15) days from the date of the IW. 8.3 No later than fifteen (15) days following the scheduled IW, Contractor shall again initiate and request a second walkthrough of the Project with the City. The purpose of this second walkthrough is to identify which items remain to be performed from the IW Checklist and to supplement that list as necessary (based, for example, upon work which may have been damaged as a result of the Contractor's performance of completion of items contained on the IW Checklist) and for the purpose of developing a joint Final Punchlist. 8.4 The intent of this section is for the City and the Contractor to cooperate to develop a Final Punchlist to be completed no later than five (5) days from the date of reaching Substantial Completion of the construction services purchase as defined in the Contract. 8.5 In no event may the Contractor request payment of final retainage under Florida Statutes §218.735(7) (d) until the Contractor considers the Final Punchlist to be 100% complete. 8.6 Contractor agrees to complete the Final Punchlist items within fifteen (15) days of the date of its issuance by the City. 8.7 Contractor acknowledges and agrees that no item contained on the Final Punchlist shall be considered a warranty item until such time as (a) the Final Punchlist is 100% complete, and (b) the City has been able to operate or utilize the affected Punchlist item for an additional period of fifteen (15) days. 8.8 Contractor acknowledges and agrees that the City may, at its option, during performance of the Work and prior to Substantial Completion, issue lists of identified non -conforming or corrective work for the Contractor to address. The intent of any such the City generated lists prior to Substantial Completion is to attempt to streamline the Punchlist process upon achieving Substantial Completion, and to allow for the Contractor to address needed areas of corrective work as they may be observed by the City during performance of the Work. Contractor acknowledges and agrees that in calculating 150% of the amount which may be withheld by the City as to any Final Punchlist item for which a good faith basis exists as to it being complete, as provided for by Florida Statutes §218.735(7)(d), the City may include within such percentage calculation its total costs for completing such item of work, including its administrative costs as well as costs to address other services needed or areas of work which may be affected in order to achieve full completion of the Final Punchlist item. Such percentage shall in no event relate to the schedule of value associated with such Work activity, but rather total costs are based upon the value (i.e. cost) of completing such Work activity based upon market conditions at the time of Final Punchlist completion. City of Okeechobee 47 Project No. PW 01-00-02-17 ARTICLE 9. CONTRACT DOCUMENTS The contract documents which comprise the entire agreement between the City and the contractor are made a part hereof and consist of the following: • This Agreement • Certificates of Insurance • Payment Bond and Performance Bond • Notice of Award • Notices to Proceed • General Conditions • Technical Specifications, as applicable, listed in the Table of Contents thereof. • Drawings, for each project, consisting of a cover sheet and consisting of the sheets as listed in the index thereof. • Addenda numbers 1 to 7, inclusive. • Contractor's Bid Forms (including documentation accompanying the Bid and documentation prior to Notice of Award). • Documentation submitted by contractor prior to Notice of Award. • Any modification, including Change Orders and Field Orders, duly delivered after execution of Agreement. • Call for Bids, Instructions to Bidders, Proposal, Bid Forms, Payment and • Performance, Bonds, and Application for Payment. There are no contract documents other than those listed above in this Article 9. The contract documents may only be altered, amended, or replaced by a modification (as defined in Section 1 of the general conditions). ARTICLE 10. MISCELLANEOUS 10.1 Terms used in this agreement which are defined in Article 1 of the general conditions shall have the meanings indicated in the general conditions. 10.2 No assignments by a party hereto of any rights under or interests in the contract documents will be binding on another party hereto without the written consent of the party sought to be bound, and any such assignment shall be void and of no effect; and specifically but without limitation, monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the contract documents. 10.3 City and contractor each binds himself, his partners, successors, assigns, and legal representatives to the other party hereto, his partners, successors, City of Okeechobee 48 Project No. PW 01-00-02-17 assigns, and legal representatives, in respect to all covenants, agreements, and obligations contained in the contract documents. ARTICLE 11. INDEMNIFICATION To the fullest extent permitted by law the Recipient's contractor shall indemnify and hold harmless the Recipient, the State of Florida, Department of transportation, and its officers and employees, from liabilities, damages, losses and costs, including, but not limited to, reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of contractor and persons employed or utilized by contractor in the performance of this Contract. This indemnification shall survive the termination of this Agreement. Nothing contained in this paragraph is intended to nor shall it constitute a waiver of the State of Florida and the Recipient's sovereign immunity. To the fullest extent permitted by law, the Recipient's consultant shall indemnify and hold harmless the Recipient, the State of Florida, Department of Transportation, and its officers and employees, from liabilities, damages, losses and costs, including, but not limited to, reasonable attorney's fees, to the extent caused, in whole or in part, by professional negligence, error or omission, recklessness, or intentional wrongful conduct of the consultant or persons employed or utilized by the consultant in the performance of the Agreement. This indemnification shall survive the termination of this Agreement. Nothing contained in this paragraph is intended to nor shall it constitute a waiver of the State of Florida and the Recipient's sovereign immunity. ARTICLE 12. E -VERIFICATION Vendors/Contractors shall utilize the U.S. Department of Homeland Security's E - Verify system to verify the employment eligibility of all new employees hired by the Vendor/Contractor during the term of the contract. Vendors/Contractors shall expressly require any subcontractors performing work or providing services pursuant to the state contract to likewise utilize the U.S. Department of Homeland Security's E -Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the contract term. In witness whereof, the parties hereto have signed two (2) copies of this agreement. At least one counterpart each has been delivered to the City and contractor. All portions of the contract documents have been signed or identified by City and contractor or by Public Works Director on their behalf. 49 City of Okeechobee Project No. PW 01-00-02-17 This agreement will be effective on this City Corporate Seal By: Dowling R. Watford, J ., Mayor Attesf r t' Oifw) Lane Gamiote', CMC City,Clerk • � i P Addresses forgiving notices: City City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 No: Approved as to form and Okeec obee only. John R. Cook, City Attorney 1S day of UUfv , 2017. Contractor Coaorate Seal By: Name: ,Dar,o /Vurt,J SJR....... Title: ts/,cf Attest: ate k&tCte...d 5//l% /1/6I[LC Title: Co tractor inaiteZ w 4% / , ed, /s2('4'99 Florida State Contractors License auc-e- Mize izeiat/, 4/e;7ft legality for the use and reliance of the City of City of Okeechobee 50 Ic Project No. PW 01-00-02-17 NOTICE TO PROCEED PW 01-00-02-17 Date: June 1, 2017 To: Seminole Design -Build, Inc. Contractor. SUBJECT PROJECT: PW 01-00-02-17 Centennial Park Storm Water Improvements You are hereby notified to proceed with the Work on the subject Project on or after June 1, 2017 and to complete the same within 120 calendar days. The completion date for the Work shall be: September 29, 2017. OWNER: BY: CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 CONTRACTOR: kvid Allen Public Works Director CONTRACTOR'S ACKNOWLEDGMENT OF RECEIPT OF NOTICE Name: ' err,,,Abt lam. eslgr, ;Id,lh.. Date:(-0La (aoil Address: Uo‘ 5W 2r`e $..4- ee-k Signature:\`�:�� OlC,eectAolpee) Fc- '34'114 Title: tea NOTICE OF AWARD PW 01-00-02-17, CENTENNIAL PARK STORM WATER IMPROVEMENTS May 17, 2017 Seminole Design -Build, Inc. Attn: Mr. David Nunez 401 SW 2nd Street Okeechobee, FL 34974 Dear Mr. Nunez, The City Council awarded the PW 01-00-02-17, CENTENNIAL PARK STORM WATER IMPROVEMENTS bid to your company, Seminole Design -Build, Inc., at the May 16, 2017 City Council Meeting in the amount of $547,318.25. In order to proceed with the project, you will need to provide the City of Okeechobee with the following by Friday, May 26, 2017: • Summary of the financial statements per question #10 of the Bidder's Qualification Questionaire per Section VI of the bid packet, pages 34 — 36. • A certified copy of the General Liability and Commercial Automobile Insurance policies and the endorsements to the policies per Section VII of the bid packet, pages 37 - 39. • W-9. • Payment and Performance Bond per Section IX of the bid packet, pages 51 - 54. • Two original executed sets of the attached Agreement. One set will be returned to you after executed by the City. We look forward to working with you on this project. Should you have any questions please feel free to contact me per my contact information below. Sincer Lavid Allen Public Works Director City of Okeechobee 55 SE Third Avenue Okeechobee, FL 34974 Tele: 863-763-3372 x225 Fax: 863-763-1686 dallen@citvofokeechobee.com /-- SECTION XIII PW 01-00-02-17 MISCELLANEOUS A. No Lobbying: All respondents are hereby placed on notice that any communication, whether written or oral, with City of Okeechobee elected officials or any City staff or outside individuals working with the City in respect to this request (with the exception of the General Services personnel designated to receive requests for interpretation or corrections or technical questions), is prohibited. These persons shall not be lobbied, either individually or collectively, regarding any request for bid, proposals, qualifications and/or any other solicitations released by the City. To do so is grounds for immediate disqualification from the selection process. All respondents must submit the attached No Lobbying Affidavit with their submittal stating that they and their subcontractor, sub -consultants and agents agree to abide by the no lobbying restrictions in order to be considered for this request. Any respondent that does not submit the required No Lobbying Affidavit will be automatically disqualified from further consideration. NOTE: For respondents' convenience, this certification form is attached and made a part of the procurement package. See Attachment A B. Collusion, Gratuities and Kickbacks: It shall be unethical for any respondent to collude with any other respondent or offer, give or agree to give any City Council member, City employee or City representative (including selection committee members) a gift, gratuity or an offer of employment in connection with any decision, approval, disapproval, recommendation or preparation of any part of the procurement process. NOTE: For respondents' convenience, this certification form is attached and made a part of the procurement package. See Attachment B C. Modifications: The City reserves the right to modify, alter or change the scope or other aspects of this solicitation. D. Level Playing Field: The contents of this solicitation are intended to provide a level playing field on which firms or individuals may base their responses. E. Public Entity Crime Affidavit: As requested by Florida Statute 287.133(2)(a), a person or affiliate who has been placed on the convicted vendor list following a conviction for a Public Entity Crime may not submit a bid on a contract with a Public Entity for the construction or repair of a public building or a public work, may not submit bids on leases of real property to a Public Entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 58 under a contract with any Public Entity, and may not transact business with any Public Entity in excess of the threshold amount provided in s. 287.017 for Category Two for a period of 36 months from the date of being placed on the convicted vendor list. Any person must notify the City within 30 days after a conviction of a Public Entity crime applicable to that person or to an affiliate of that person. F. NOTE: For respondents' convenience, this certification form is attached and made a part of the procurement package. See Attachment B Conflict of Interest: The award hereunder is subject to the provisions of Chapter 112, Florida Statutes. All respondents must disclose with their submission the name of any officer, director, employee or agent who is also a public officer, employee or an agent of the City of Okeechobee City Council, or any of its agencies. Furthermore, all respondents must disclose the name of any City officer, employee or agent who owns, directly or indirectly, an interest of five percent (5%) or more in the firm or any of its parent companies or subsidiaries. NOTE: For respondents' convenience, this certification form is attached and made a part of the procurement package. See Attachment E G. Immigration Laws: Respondents must comply with all applicable immigration laws in their employment practices. NOTE: For respondents' convenience, this certification form is attached and made a part of the procurement package. See Attachment F H. Tie Proposals: Preference shall be given to businesses with drug-free workplace programs. Whenever two or more proposals which are equal with respect to quality and service are received by the City for the procurement of commodities or contractual services, a proposal received from a business that certifies that it has implemented a drug-free workplace program shall be given preference in the award process. Established procedures for processing tie proposals will be followed if none of the tied vendors has a drug-free workplace program. NOTE: For respondents' convenience, this certification form is attached and made a part of the procurement package. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 59 STATE OF FLORIDA COUNTY OF Okeechobee This 27th ATTACHMENT A PW 01-00-02-17 NO LOBBYING AFFIDAVIT day of March 20 17 , David Nunez being first duly sworn, deposes and says that he/she is the authorized representative of Seminole Design -Build, Inc. (Name of contractor, firm or individual) respondent to the attached request for bid, proposal or qualifications and/or any other solicitation released by City of Okeechobee, and that the bidder and any of its agents agrees to abide by the City of Okeechob-e no lobbying restrictions to this solicitation. Affiant Sworn to (or affirmed) and subscribed before me this 27th 20 17 , by David Nunez �R+.0 * ,i * 1%*,� CYNTHIA BARCIA is Commission # FF 971874 . , ..; My Commission Expires %°orri.°` March 15, 2020 day of March Signature of Notary Public State of Florida Cynthia Barcia Print, Type or Stamp Commissioned Name Personally Known X OR Produced Identification Type of Identification Produced City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 60 ----- ---_------ -E , == -- =- - - _- - _ - - -----=----- - -- - ---- -- - - _- -- - =_= - ATTACHMENT C PW 01-00-02-17 PROPOSER'S CERTIFICATION I have carefully examined this Request for Bids (BID)/Request for Proposals (RFP)/ Request for Qualifications (RFQ), which includes scope, requirements for submission, general information and the evaluation and award process. I acknowledge receipt of the following addenda. Addendum # 1 & 2 Addendum # 3 Addendum # 4 Date: 03/07/17 Date: 03/13/17 Date: 03/13/17 Addendum # 5 Date: 03/13/17 Addendum # 6 Date: 03/23/17 Addendum # 7 Date: 03/28/17 I hereby propose to provide the services requested in the City's RFP and, if awarded, to enter into the attached draft contract. I agree that the terms and conditions of the City's RFP shall take precedence over any conflicting terms and conditions submitted with my proposal and agree to abide by all conditions of the RFP, unless a properly completed Exceptions to RFP form is submitted. I acknowledge that the City may not accept the proposal due to any exceptions. I certify that all information contained in my proposal is truthful to the best of my knowledge and belief. I further certify that I am duly authorized to submit this proposal on behalf of the company as its agent and that the company is ready, willing and able to perform if awarded a contract. I further certify, under oath, that this proposal is made without prior understanding, agreement, connection, discussion or collusion with any other person, company or corporation submitting a proposal for the same product or service; no gratuities, gifts or kick -backs were offered or given by the Bidder or anyone on its behalf to gain favorable treatment concerning this procurement; no City Council member, employee or agent of City of Okeechobee or of any other company is interested in said bid; and that the undersigned executed this Proposer's Certification with full knowledge and understanding of the matters therein contained and was duly authorized to do so. Seminole Design -Build, Inc. Name of Buess Authorized Signature David Nunez, President Name & Title, Typed 401 SW 2nd Street Mailing Address Okeechobee, Florida 34974 City, State & Zip Code (863) 467-1115 / (863) 824-3327 Telephone Number/Fax Number dnunez@sdbteam.com Email Address State of Florida County of Okeechobee This foregoing instrument was acknowledged before me this 28th day of March , 20 17, by David Nunez , who is personally known to me or p�oduced CYNTHIA BARCIA Commission # FF 971874 My Commission Expires March 15, 2020 City o eec o e Public Works Department 62 ignature of Notary (Cynthia Barcia) Expires: 3/15/2020 Project No. PW 01-00-02-17 ATTACHMENT D PW 01-00-02-17 SWORN STATEMENT PURSUANT TO SECTION 287.133 (2)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted to CITY OF OKEECHOBEE, FLORIDA by: David Nunez, President (print individual's name and title) for: Seminole Design -Build, Inc. (print name of entity submitting sworn statement) whose business address is: 401 SW 2nd Street, Okeechobee Florida 34974 and (if applicable) its Federal Employer Identification Number (FEIN) is: 65-1107459 (If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement: 2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States, including but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentations. 3. 1 understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non -jury trial, or entry of a plea of guilty or nolo contendere. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 63 4. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means: A. A predecessor or successor of a person convicted of a public entity crime; or B. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 5. I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. 6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies). Eil Neither the entity submitting this sworn statement, nor any of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. ❑ The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. ❑ The entity submitting this sworn statement, or one or moreof its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list (attach a copy of the final order). I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 ABOVE IS FOR THAT City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 64 PUBLIC ENTITY ONLY AND THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA TATUTES FO CATEGORY ANY CHANGE IN THE INFORMATION CONTAINED ri I HIS FO. Signatu Sworn to and subscribed before me this 27th day of March , 20 17 Personally known X OR Produced Identification Type of Identification My Commission Expires: 03/15/2020 SEAL OR STAMP Or Notary Public — State of Florida f",3'��:;� CYNTHIA BARCIA � , ,t Commission # FF 971874 ?xcro►c My Commission Expires ','°"`° ' March 15, 2020 City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 65 _ --- _ -7 - - ~ _ - - :777:f:7- - : _ _ _ _ __ - - - '''''',,i,:, -J_ - -- ' 414, ,.. ,: : 1-::'-E;-';',-!,----7_ _ : - -- -- 7- .," .---- . -,.. . -.7,, t ,, T.:I-. ,,,,,,IS,':-=- . --- .-_,-__:- .1 .1-i,7 - . 7 .':v----' -_ :, 7:--- ,5:5-.:. 7. Z ::,,,.1 -,'i: -:-Z._ .-'''," - -3-- E --,:-,-,-.,*-.'-•-:C...- -- '-''.7..-,,-,-- :- --,-- --.: S ,- -- -. . . . - . - -- -==,,,,.~ _~- _ --------------------------------------------------------------------------------------------- �-- -'�- __ ' -_------' _ _ oFT"F\ STATE OF FLORIDA ,. DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 NUNEZ, DAVID JR SEMINOLE DESIGN -BUILD, INC. 401 SW 2ND STREET OKEECHOBEE FL 34974 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! 4+amil:; STATE OF FLORIDA DEPARTMENT'OF..BUSINESS AND PROFESSIONALREGULATION (850) 487-1395 CGC1524499,° 'ISS.UED:'07/28/2016 ONIB CTOR L:DtiIfVC�" ' ° CERTIFIED GENERAL`. NUNEZ, DAVID:JR` 1 SEMINOLE DESIGN''=BU • IS_CERTIFIED under the•provisions of CFi.489 FS. " Expiration date 01 AUG 31,28. ' • •L1607280000355 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY LICENSE NUMBER STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The GENERAL CONTRACTOR Named below IS CERTIFIED : • Under the provisions of Chapter 489 FS. Expiration date: -AUG 31, 2018 = NUNEZ; DAVID JR • SEMINOLE DESIGN=BUILDZINC. 401 SW 2ND STREET,-:;� � .,, � ~~-: . �`' y. ,,�.�. ,,:... �k.. '=tip • • OKEECHOBE.•-- 77 :FL 34974 • ISSUED: 07/28/2016 • -.mow; S� a `� : •`�`ti DISPLAY AS REQUIRED BY LAW • SEQ # L1607280000355 SEMINOLE DESIGN -BUILD, 1 467-0611 Address: Activity: Issued to: A CITY OF OKEECHOBEE BUSINESS TAX RECEIPT 55 SE 3rd Avenue, Okeechobee, FL 34974 OCTOBER 1, 2016 - SEPTEMBER 30, 2017 r STATE LICENSE REQUIRED FOR RENEWAL 401 SW 2ND STREET OKEECHOBEE, FL 34974 201 CONTRACTOR SEMINOLE DESIGN -BUILD, INC. SEMINOLE DESIGN -BUILD, INC. 401 SW 2ND STREET OKEECHOBEE, FL 34974 No: 662 Date: 10/04/16 RECEIPT PENALTY NEW/TRANS BLDG INSP FIRE INSP Total Paid 78.75 7.88 , 3.00 50.00 15.00 154.63 Y 1l/rY► l3arurwL BUSINESS TAX RECEIPT OFFICIAL OKEECHOBEE COUNTY 1 Business Tax Receipt STATE OF FLORIDA f IN CONSIDERATION of the TOTAL SUM OF MONEY shown hereon, the receipt of which is hereby acknowledged. Company ID #: 1774 No. 1223 2016-2017 9/28/2016 Contractor (0015A) (01-10 Employees) $18.00 TOTAL $18.00 SEMINOLE DESIGN BUILD INC is hereby licensed to engage in the business, profession or occupation of Contractor (0015A) (01-10 Employees){General} Lic. #CGC1524499 at 401 SW 2ND STREET in Okeechobee, Florida, for the period beginning the 1st day of October 2016 , and a ding on the30th day of September, 2017 // Celeste Watford, C.F(SC - Tax Collector aie o mority, Women & Florida Veteran Business Certification Seminole Design -Build, Inc. • fppertifiedjuider the provisions.of 287 and 295 187, Florida Statutes, for..a.perj.od:from:. ement SERVICES 04/21/2016 to 04/21/2018 -Flarid4P0444104'or:*00.4-ii*e:tyiO4: . . Esplanade Way, Suite ACORN® CERTIFICATE OF LIABILITY INSURANCE �� DATE(MMlDD/YYYY) 11/1/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER MICHAEL GEE INC 411 S Pineapple Ave Sarasota, FL 34236 CONTNAME: ACT MICHAEL GEE INC NE (NC No. Est)(941)677-0110 FAX talc, (941)893-3303 ADDRESS: certs(a)worksiteemployee.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: State National Insurance 12831 INSURED WELCO ONE, LLC. 2579 N TOLEDO BLADE BLVD NORTH PORT, FL 34289 INSURER B: INSURERC: INSURERD: $ INSURER E : $ INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ._ ADDL INCA SUBR wvn POLICY NUMBER POLICY EFF IY (MMIDDYYY) POLICY EXP (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ AMAGE TO PREM SES (EaEoccurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT LOC OTHER: PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE _ LIABILITY ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY _ SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT JEa accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED 1 RETENTION$ A WORKERS COMPENSATION AND EMPLOYERS' LtABIL TY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERJMEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N NIA TGW900000202 10/31/2017 10/31/2018 �/ X ST TUTS ETH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE S 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) .. COVERAGE PROVIDED FOR ALL LEASED EMPLOYEES, BUT NOT SUBCONTRACTORS OF, SEMINOLE DESIGN -BUILD, INC. EFFECTIVE 10/31/17 • CERTIFICATE HOLDER CANCELLATION City of Okeechobee 55 SE 3rd Ave Okeechobee, FL 34974 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE C ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACORD® L 4......... ---"CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 4/24/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the torms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER MICHAEL GEE INC",Ha.Ert1; 2565 N Toledo Blade Blvd Ste 3 North Port, FL 34289 CNAONMEEACT Knsti Arthur (941)677-0110 1 p/C, to (941)893.3303 ADDRESS: certsl®worksiteempioyee.com INSURER(SIAFFORDING COVERAGE NAIC 0 WSURERA: State National Insurance 30406 INSURED WELCO ONE, LLC. 2565 N TOLEDO BLADE BLVD, STE 3 NORTH PORT, FL 34289 INSURER e : INSURER C: INSURER D : $ INSURER E: $ INSURER F: CLAIMS -MADE OCCUR COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT 1MTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE ADDL INS° SUBR yyyD POLICY NUMBER POUCY EFF IMMIDOIYYYY) POLICY EXP IMM/DD/YYYY1 (RATS COMMERCIAL GENERAL LIABIUTY EACH OCCURRENCE $ DAGD PPREM SESO(EaErrnrrrrenrs) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: POLICY D PR LOC OTHER:S PRODUCTS - COMPIOP AGG $ AUTOMOBILE _ _ — LIABILITY ANY AUTO ONMED AUTOS ONLY_ HIRED AUTOS ONLY _ SCHEDULED AUTOS NON-0MMED AUTOS ONLY COMBINED SINGLE LIMIT (Ea accident) S BODILY INJURY (Per person) S BODILY INJURY (Per acadent) $ PROPERTY DAMAGE (Per ax+dent) $ S UMBRELLA UAB EXCESS UAB — OCCUR CLAIMS -MADE EACH OCCURRENCE S AGGREGATE $ $ CED RETENTIONS A WORKERS COMPENSATION AND EMPLOYERS' IJABILETY ANY PROPRIETORIPARTNER/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED? LJ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N f A TGW900000201 10/31/2016 10/3112017 �/ X STATUTE ERµ EL EACH ACCIDENT S 1,000,000 EL DISEASE - EA EMPLOYEE S 1,000,000 E.L. DISEASE- POLICY LIMIT $ 1,000,000 DESCRIPTOR OF OPERATIONS 1 LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, any be attached H more space Is required) COVERAGE PROVIDED FOR ALL LEASED EMPLOYEES, BUT NOT SUBCONTRACTORS OF, SEMINOLE DESIGN -BUILD, INC. EFFECTIVE 04/26117 CERTIFICATE HOLDER CANCELLATION City of Okeechobee 55 SE 3rd Ave Okeechobee, FL 34974 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AU QRI2E TVATIyE ACORD 25 (2016/03) ®1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SEMIN-2 OP ID: ME ,4`o�Rn- CERTIFICATE OF LIABILITY INSURANCE 04�"'DD1'7' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: tf the certificate holder Is an ADDITIONAL INSURED, the pofcy(les) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and condltlons of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER Prltchards & Associates, Inc. 1802 S Parrott Ave Okeechobee, FL 34974.6179 Kristina M. Morgan- Agency CONTACT NAME: Kristina M. Morgan -Agency PHONEr:A C WC, Ne, Ed): 863-763-7711 • I (Arc, No): 863-763-5629 ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC 8 INSURER A:Owners Insurance 32700 INSURED Seminole Design -Build Inc. 401 SW 2nd Street Okeechobee, FL 34974 INSURER n:Southern Owners 10190 NsuRERc. 05/012018 - INSURER D : s 1,000,000 INSURER E : 300 000 $ , INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWrTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL-SUBIT NSD IIND POLICY NUMBER POUCYhPF p 4MNDNYYY) POLICY EXP plaWDOr YYY) LIMITS B X COMMERCIAL GENERAL LIABILITY X 72284846 05/01/2017 05/012018 - EACH OCCURRENCE s 1,000,000 w cE To I.FMED PREMISES (Ea xclsrence) 300 000 $ , CLAIMS -MADE X OCCUR MED DIP (Any one person) 5 10,000 PERSONAL d ADV INJURY $ 1,000,000 GENERAL AGGREGATE S 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: POUCY JECT OTHER: LOC PRODUCTS - COMP/OP AGG $ 2,000,000 S A AUTOMOBILE X — UABtuwY ANY AUTOX ALL OWNED AUTOS HIRED AUTOS • — SCHEDULED AUTOS NON -OWNED 4828484600 1027/2016 10/27/2017 COMEIi SINGLE LIMIT $ 1,000,000 BODILY INJURY (Per person) i 000ILY INJURY (Per ecoderd) $ GE PROPERTYaccident) $ $ B X UMBRELLA LIAB EXCESS MB X OCpR CLAIMS -MADE 4782405901 05101/2017 05/01/2018 EACH OCCURRENCE S 3,000,000 AGGREGATE $ 3,000,000 s Deo I X RETENTION $ 10000 WORKERS COMPENSATION ID AEMPLOYERS' LIABILITY Y ANY PROPRIETOR/PARTNER/CXECU AVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) 815r0below N/ A ETMUTEER E L EACH ACCIDENT S El. DISEASE - EA EMPLOYEE S El. DISEASE -POLICY LIMIT $ B Property Section 72284846 05/012017 05/01/2018 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Rs narks Schedule. maybe attaeMd C men space Is requlnd) Certificate Holder is listed as Addition Insured in regards to the General Liability and Commercial Auto. Cityof Okeechobee 55 SE 3rd Ave Okeechobee, FL 34974 i CITYOI4 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED N ACCORDANCE WRH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Kristina M. Morgan -Agency ACORD 26 (2014101) O 1988-2014 ACORD CORPORATION. Ail rights reserved. The ACORD name and logo are registered marks of ACORD SEMIN-2 OP ID: S2 AGO R 0" ‘.....----- CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 05/25/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Pritchards & Associates, Inc. 1802 S Parrott Ave Okeechobee, FL 34974-6179 Kristina M. Morgan- Agency . CNTNAMEACT Kristina M. Morgan- Agency 863-763-5629 PHONEg63-763-7711 FAX No): (,vc. No. Ext): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A:Owners Insurance 32700 INSURED Seminole Design -Build Inc. 401 SW 2nd Street Okeechobee, FL 34974 INSURER B : Southern Owners 10190 INSURER C : EACH OCCURRENCE INSURER D : pREM SEs a occu encs) INSURER E : INSURER F : • REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF /Y (MM/DDYYY) POLICY EXP (MM/DD/YYYY) LIMITS B X COMMERCIAL GENERAL LIABILITY 72284846 05/01/2017 05/01/2018 EACH OCCURRENCE $ 1,000,000 pREM SEs a occu encs) $ 300,000 I CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE POLICY OTHER LIMIT APPLIES 1 JE PER I LOC PRODUCTS - COMP/OP AGG $ 2,000,000 A AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS _ X SCHEDULED AUTOS NON -OWNED AUTOS 4828484600 10/27/2016 10/27/2017 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ B X UMBRELLA LIAB EXCESS LIAB I X OCCUR CLAIMS -MADE 4782405901 05/01/2017 05/01/2018 EACH OCCURRENCE $ 3,000,000 AGGREGATE $ 3,000,000 $ DED X RETENT ON $ 10000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y ANY PROPRIETOR/PARTNER/EXECUTIVEN OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below / N / A PER STATUTE ER H E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ B Property Section 72284846 05/01/2017 05/01/2018 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Centennial Park Storm Water Improvements (PW 01-00-02-17) 701 SE 6th Avenue Okeechobee, FL 34974 Certificate Holder is listed as Addition Insured in regards to the General Liability and Commercial Auto. GtK 1 II-IGA 1 t r1uLUtK City of Okeechobee 55 SE 3rd Ave Okeechobee, FL 34974 1 CITYOI4 "^1 •"`-�•^ • -"•. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE -__ I1•1 A11 -..LL.. - ..A ACORD 25 (2014/01) .. • The ACORD name and logo are registered marks of ACORD ✓ 41Pritchards AND ASSOCIATES May 25, 2017 Enclosed Declaration Pages, Certificate and Endorsements for Seminole Design -Build, Inc. Project: Centennial Park Storm Water Improvements (PW 01-00-02-17) 701 SE 6th Avenue Okeechobee, FL 34974 Commercial Auto Policy # 4828484600 General Liability Policy # 72284846 Umbrella Policy # 4782405901 Thank y Lowell H Pritchard 1802 South Parrott Avenue Okeechobee, FL 34974 Phone: (863) 763-7711 Fax: (863) 763-5629 www.pritchardsinc.corn SEMIN-2 OP ID: ME A� Rte- CERTIFICATE OF LIABILITY INSURANCE DATE(MM/20171� 11/0312017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder Is an ADDITIONAL INSURED, the poticy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Pritchards & Associates, Inc. 1602 S Parrott Ave Okeechobee, FL 34974-6179 Kristina M. Morgan- Agency CONTACT NAME: Kristina M. Morgan -Agency PHONE FAX (NC No, Ext): 863-763-7711 (AIC, No): 863-763-5629 ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC f INSURER A: SOUthern Owners 10190 INSURED Seminole Design -Build Inc. 401 SW 2nd Street Okeechobee, FL 34974 INSURER B : Owners Insurance 32700 INSURERC: 05/01/2018 INSURER D : $ 1,000,000 INSURER E : $ 300,000 INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTRR TYPE OF INSURANCE NSD WV D POLICY NUMBER POLICY EFF MI (MDDM'Y`n POLICY (MMIoEXP MIDDIYWI') LIMITS A X COMMERCIAL GENERAL LIABILITY X 72284846 05/01/2017 05/01/2018 EACH OCCURRENCE $ 1,000,000 DAMAGE A ASE(Ea ocTOcuDrrence) $ 300,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 10,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE — 'L AGGREGATE POLICY OTHER' LIMIT APPLIES JET PER: LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE X _ LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS _ SCHEDULED AUTOS NON -OWNED AUTOS X 4828484600 10/27/2017 10/27/2018 COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ 1,000,000 BODILY INJURY (Per accident) $ 1,000,000 PROPERTY DAMAGE (Per accident) 000 $ \,000,� A X UMBRELLA LIAB EXCESSLIAB X OCCUR CLAIMS -MADE 4782405901 05/01/2017 05/01/2018 EACH OCCURRENCE $ 3,000,000 AGGREGATE $ 3,000,000 $ DED X RETENTION $ 10000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERNEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A PER ER H E L EACH ACCIDENT $ E L DISEASE - EA EMPLOYEE $ E L DISEASE - POLICY LIMIT $ A Property Section 72284846 05/01/2017 05/01/2018 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (ACORD 101, Addltlonal Remarks Schedule, may be attached If mon space Is required) Centennial Park Storm Water Improvements (PW 01-00-02-17) 701 SE 6th Avenue Okeechobee, FL 34974 Certificate Holder Is listed as Addition Insured In regards to the General Liability and Commercial Auto. City of Okeechobee 55 SE 3rd Ave Okeechobee, FL 34974 CITYOI4 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2014/01) O 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD x 12-0626-00 PRITCHARDS AND ASSOCIATES INC 1802 S PARROTT AVE OKEECHOBEE FL 34974 09-12-2016 SEMINOLE DESIGN -BUILD INC 401 SW 2ND ST OKEECHOBEE FL 34974-4214 59511 (4-12) 0 ,Auto -owners Insurance Life Home Car Business 7471oRo6fa n4I'plD P.O. BOX 30660, LANSING, MICHIGAN 48909-8160 • 517-323-1200 AUTO -OWNERS INSURANCE COMPANY AUTO -OWNERS LIFE INSURANCE COMPANY HOME -OWNERS INSURANCE COMPANY OWNERS INSURANCE COMPANY PROPERTY -OWNERS INSURANCE COMPANY SOUTHERN -OWNERS INSURANCE COMPANY You may view your policy online at www.auto-owners.com. To enroll, use the policy number 48-284-846-00 and Personal ID code (PID) G9R 9P9 5R5. Once enrolled, you may choose to stop receiving the paper policy in the mail. Your agency's phone number is (877) 763-6625 RE: Policy 48-284-846-00 Thank you for selecting Auto -Owners Insurance Group to serve your insurance needs! Feel free to contact your independent Auto -Owners agent with questions you may have. Auto -Owners and its affiliate companies offer a variety of programs, each of which has its own eligibility requirements, coverages and rates. In addition, Auto -Owners also offers many billing options. Please take this opportunity to review your insurance needs with your Auto -Owners agent, and discuss which company, program, and billing option may be most appropriate for you. Auto -Owners Insurance Company was formed in 1916. The Auto -Owners Insurance Group is comprised of five property and casualty companies and a life insurance company. Our A++ (Superior) rating by A.M. Best Company signifies that we have the financial strength to provide the insurance protection you need. - Serving Our Policyholders and Agents Since 1916 - Agency Code 12-0626-00 FLORIDA AUTOMOBILE INSURANCE IDENTIFICATION CARD Owners Insurance Company Company Code: 09386 Policy Number 48-284-846-00 Lima, OH Effective Date 10-27-2016 Personal Injury Protection Benefits YES Bodily Injury Liability YES Property Damage Liability YES Named Insured SEMINOLE DESIGN -BUILD INC Year/Make 2007 DODG RAM 1500 ST VIN 1D7HA16K87J570983 Agency PRITCHARDS AND ASSOCIATES INC Phone (877) 763-6625 Agency Code 12-0626-00 NOT VALID FOR MORE THAN ONE YEAR FROM EFFECTIVE DATE THE INSURANCE COVERAGES AVAILABLE UNDER THIS POLICY MAY APPLY TO VEHICLES YOU RENT. SEE OUTLINE OF COVERAGE AND CONTACT YOUR AGENCY. MISREPRESENTATION OF INSURANCE IS A FIRST DEGREE MISDEMEANOR THIS FORM DOES NOT CONSTITUTE ANY PART OF YOUR INSURANCE POLICY AND MAY NOT BE USED TO MODIFY THE TERMS OR CONDITIONS OF THE POLICY. EXAMINE YOUR POLICY CAREFULLY. KEEP THIS CARD IN YOUR POSSESSION AT ALL TIMES. The Florida Bureau of Financial Responsibility requires that all licensed drivers carry an insurance identification card at all times. If you require more cards for other licensed drivers covered under this policy, SEE YOUR AGENT. 89414 (2-12) FLORIDA AUTOMOBILE INSURANCE IDENTIFICATION CARD Owners Insurance Company Lima, OH Company Code: 09386 Polity Number 48-284-846-00 Effective Date 10-27-2016 Personal Injury Protection Benefits YES Bodily Injury Liability YES Property Damage Liability YES Named Insured SEMINOLE DESIGN -BUILD INC Year/Make 2014 FOUR WINDS MOTORHOME VIN 1FDXE4FS5DDA78848 Agency PRITCHARDS AND ASSOCIATES INC Phone (877) 763-6625 Agency Code 12-0626-00 NOT VALID FOR MORE THAN ONE YEAR FROM EFFECTIVE DATE THE INSURANCE COVERAGES AVAILABLE UNDER THIS POLICY MAY APPLY TO VEHICLES YOU RENT. SEE OUTLINE OF COVERAGE AND CONTACT YOUR AGENCY. MISREPRESENTATION OF INSURANCE IS A FIRST DEGREE MISDEMEANOR THIS FORM DOES NOT CONSTITUTE ANY PART OF YOUR INSURANCE POLICY AND MAY NOT BE USED TO MODIFY THE TERMS OR CONDITIONS OF THE POLICY. EXAMINE YOUR POLICY CAREFULLY. KEEP THIS CARD IN YOUR POSSESSION AT ALL TIMES. The Florida Bureau of Financial Responsibility requires that all licensed drivers carry an insurance identification card at all times. If you require more cards for other licensed drivers covered under this policy, SEE YOUR AGENT. 89414 (2-12) Policy Number 48-284-846-00 FLORIDA AUTOMOBILE INSURANCE IDENTIFICATION CARD Owners Insurance Company Lima, OH Company Code: 09386 Policy Number 48.284-846-00 Effective Date 10-27-2016 Personal Injury Protection Benefits YES Bodily Injury Liability YES Property Damage Liability YES Named Insured SEMINOLE DESIGN -BUILD INC Year/Make 2007 DODG RAM 1500 ST VIN 1D7HA16K87J570983 Agency PRITCHARDS AND ASSOCIATES INC Phone (877) 763-6625 Agency Code 12-0626-00 NOT VALID FOR MORE THAN ONE YEAR FROM EFFECTIVE DATE THE INSURANCE COVERAGES AVAILABLE UNDER THIS POLICY MAY APPLY TO VEHICLES YOU RENT. SEE OUTLINE OF COVERAGE AND CONTACT YOUR AGENCY. MISREPRESENTATION OF INSURANCE IS A FIRST DEGREE MISDEMEANOR THIS FORM DOES NOT CONSTITUTE ANY PART OF YOUR INSURANCE POLICY AND MAY NOT BE USED TO MODIFY THE TERMS OR CONDITIONS OF THE POLICY. EXAMINE YOUR POLICY CAREFULLY. KEEP THIS CARD IN YOUR POSSESSION AT ALL TIMES. The Florida Bureau of Financial Responsibility requires that all licensed drivers carry an insurance identification card at all times. If you require more cards for other licensed drivers covered under this policy, SEE YOUR AGENT. 89414 (2-12) FLORIDA AUTOMOBILE INSURANCE IDENTIFICATION CARD Owners Insurance Company Lima, OH Company Code: 09386 Policy Number 48-284-846-00 Effective Date 10-27-2016 Personal Injury Protection Benefits YES Bodily Injury Liability YES Property Damage Liability YES Named Insured SEMINOLE DESIGN -BUILD INC Year/Make 2014 FOUR WINDS MOTORHOME VIN 1FDXE4FS5DDA78848 Agency PRITCHARDS AND ASSOCIATES INC Phone (877) 763-6625 Agency Code 12-0626-00 NOT VALID FOR MORE THAN ONE YEAR FROM EFFECTIVE DATE THE INSURANCE COVERAGES AVAILABLE UNDER THIS POLICY MAY APPLY TO VEHICLES YOU RENT. SEE OUTLINE OF COVERAGE AND CONTACT YOUR AGENCY. MISREPRESENTATION OF INSURANCE IS A FIRST DEGREE MISDEMEANOR THIS FORM DOES NOT CONSTITUTE ANY PART OF YOUR INSURANCE POLICY AND MAY NOT BE USED TO MODIFY THE TERMS OR CONDITIONS OF THE POLICY. EXAMINE YOUR POLICY CAREFULLY. KEEP THIS CARD IN YOUR POSSESSION AT ALL TIMES. The Florida Bureau of Financial Responsibility requires that all licensed drivers carry an insurance identification card at all times. If you require more cards for other licensed drivers covered under this policy, SEE YOUR AGENT. 89414 (2-12) IN CASE OF ACCIDENT IN CASE OF ACCIDENT 1. Obtain name and address of other driver. insurance 1. information, license number of other car, details of accident and names and addresses of witnesses. 2. Do not discuss details of the accident with anyone but the 2. investigating officer. Make no admissions or offer payments. 3. Contact your agent, as soon as possible, to report the 3. accident. The phone number of your agent is on the front side of this form. 4. If you are unable to reach your agent after normal business 4. hours, we provide monitored phone service from 5:00 PM - 8:00 AM Eastem Time - Monday through Friday, and 24 hours on weekends and holidays. This service is available by calling 1-888-252-4626 from anywhere within the United States for the reporting of claims emergencies only. CANADA NON-RESIDENT INTER -PROVINCE MOTOR VEHICLE LIABILITY INSURANCE CARD CERTIFICAT D'ASSURANCE • AUTOMOBILE RESPONSABILITE This certifies that the party named herein is insured against liability for bodily injury and property damage by reason of the operation of the motor vehicle described herein, in an amount not less than the statutory minimum requirements of every province of Canada. WARNING- Any person who issues or produces a card to show that there is in force a policy of insurance as indicated herein that is in fact not in force is liable to a heavy fine and/or imprisonment and his license may be suspended. This card should be carried in the insured vehicle for production as proof of insurance when demanded by police. 89271 (2.12) Obtain name and address of other driver, insurance information, license number of other car, details of accident and names and addresses of witnesses. Do not discuss details of the accident with anyone but the investigating officer. Make no admissions or offer payments. Contact your agent, as soon as possible, to report the accident. The phone number of your agent is on the front side of this form. If you are unable to reach your agent after normal business hours, we provide monitored phone service from 5:00 PM - 8:00 AM Eastem Time - Monday through Friday, and 24 hours on weekends and holidays. This service is available by calling 1-888-252-4626 from anywhere within the United States for the reporting of claims emergencies only. CANADA NON-RESIDENT INTER -PROVINCE MOTOR VEHICLE LIABILITY INSURANCE CARD CERTIFICAT D'ASSURANCE - AUTOMOBILE RESPONSABILITE This certifies that the party named herein is insured against liability for bodily injury and property damage by reason of the operation of the motor vehicle described herein, in an amount not less than the statutory minimum requirements of every province of Canada. WARNING- Any person who issues or produces a card to show that there is in force a policy of insurance as indicated herein that is in fact not in force is liable to a heavy fine and/or imprisonment and his license may be suspended. This card should be carried in the insured vehicle for production as proof of insurance when demanded by police. 89271 (2-12) IN CASE OF ACCIDENT 1. Obtain name and address of other driver, insurance 1. information, license number of other car, details of accident and names and addresses of witnesses. 2. Do not discuss details of the accident with anyone but the 2. investigating officer. Make no admissions or offer payments. 3. Contact your agent, as soon as possible, to report the 3. accident. The phone number of your agent is on the front side of this form. 4. If you are unable to reach your agent after normal business 4. hours, we provide monitored phone service from 5:00 PM - 8:00 AM Eastem Time - Monday through Friday, and 24 hours on weekends and holidays. This service is available by calling 1-888-252-4626 from anywhere within the United States for the reporting of claims emergencies only. CANADA NON-RESIDENT INTER -PROVINCE MOTOR VEHICLE LIABILITY INSURANCE CARD CERTIFICAT D'ASSURANCE - AUTOMOBILE RESPONSABILITE This certifies that the party named herein is insured against liability for bodily injury and property damage by reason of the operation of the motor vehicle described herein, in an amount not less than the statutory minimum requirements of every province of Canada. WARNING- Any person who issues or produces a card to show that there is in force a policy of insurance as indicated herein that is in fact not in force is liable to a heavy fine and/or imprisonment and his license may be suspended. This card should be carried in the insured vehicle for production as proof of insurance when demanded by police. 89271 (2-12) IN CASE OF ACCIDENT Obtain name and address of other driver, insurance information, license number of other car. details of accident and names and addresses of witnesses. Do not discuss details of the accident with anyone but the investigating officer. Make no admissions or offer payments. Contact your agent. as soon as possible, to report the accident. The phone number of your agent is on the front side of this form. If you are unable to reach your agent after normal business hours, we provide monitored phone service from 5:00 PM - 8:00 AM Eastem Time - Monday through Friday, and 24 hours on weekends and holidays. This service is available by calling 1-888-252-4626 from anywhere within the United States for the reporting of claims emergencies only. CANADA NON-RESIDENT INTER -PROVINCE MOTOR VEHICLE LIABILITY INSURANCE CARD CERTIFICAT D'ASSURANCE - AUTOMOBILE RESPONSABILITE This certifies that the party named herein is insured against liability for bodily injury and property damage by reason of the operation of the motor vehicle described herein, in an amount not less than the statutory minimum requirements of every province of Canada. WARNING- Any person who issues or produces a card to show that there is in force a policy of insurance as indicated herein that is in fact not in force is liable to a heavy fine and/or imprisonment and his license may be suspended. This card should be carried in the insured vehicle for production as proof of insurance when demanded by police. 89271 (2-12) Agency Code 12-0626-00 FLORIDA AUTOMOBILE INSURANCE IDENTIFICATION CARD Owners Insurance Company Lima, OH Company Code: 09386 Policy Number 48-284-846-00 Effective Date 10-27-2016 Personal Injury Protection Benefits YES Bodily Injury Liability YES Property Damage Liability YES Named Insured SEMINOLE DESIGN -BUILD INC Year/Make 2014 FORD F250 SUPER DUTY VIN 1FT7W2BT3EEA46318 Agency PRITCHARDS AND ASSOCIATES INC Phone (877) 763-6625 Agency Code 12-0626-00 NOT VALID FOR MORE THAN ONE YEAR FROM EFFECTIVE DATE THE INSURANCE COVERAGES AVAILABLE UNDER THIS POLICY MAY APPLY TO VEHICLES YOU RENT. SEE OUTLINE OF COVERAGE AND CONTACT YOUR AGENCY. MISREPRESENTATION OF INSURANCE IS A FIRST DEGREE MISDEMEANOR THIS FORM DOES NOT CONSTITUTE ANY PART OF YOUR INSURANCE POLICY AND MAY NOT BE USED TO MODIFY THE TERMS OR CONDITIONS OF THE POLICY. EXAMINE YOUR POLICY CAREFULLY. KEEP THIS CARD IN YOUR POSSESSION AT ALL TIMES. The Florida Bureau of Financial Responsibility requires that all licensed drivers carry an insurance identification card at all times. If you require more cards for other licensed drivers covered under this policy, SEE YOUR AGENT. 89414 (2.12) Policy Number 48-284-846-00 FLORIDA AUTOMOBILE INSURANCE IDENTIFICATION CARD Owners Insurance Company Lima, OH Company Code: 09386 Policy Number 48-284-846-00 Effective Date 10-27-2016 Personal Injury Protection Benefits YES Bodily Injury Liability YES Property Damage Liability YES Named Insured SEMINOLE DESIGN -BUILD INC Year/Make 2014 FORD F250 SUPER DUTY VIN 1FT7W2BT3EEA46318 Agency PRITCHARDS AND ASSOCIATES INC Phone (877) 763-6625 Agency Code 12-0626-00 NOT VALID FOR MORE THAN ONE YEAR FROM EFFECTIVE DATE THE INSURANCE COVERAGES AVAILABLE UNDER THIS POLICY MAY APPLY TO VEHICLES YOU RENT. SEE OUTLINE OF COVERAGE AND CONTACT YOUR AGENCY. MISREPRESENTATION OF INSURANCE IS A FIRST DEGREE MISDEMEANOR THIS FORM DOES NOT CONSTITUTE ANY PART OF YOUR INSURANCE POLICY AND MAY NOT BE USED TO MODIFY THE TERMS OR CONDITIONS OF THE POLICY. EXAMINE YOUR POLICY CAREFULLY. KEEP THIS CARD IN YOUR POSSESSION AT ALL TIMES. The Florida Bureau of Financial Responsibility requires that all licensed drivers carry an insurance identification card at all times. If you require more cards for other licensed drivers covered under this policy. SEE YOUR AGENT. e9414 (2-12) IN CASE OF ACCIDENT IN CASE OF ACCIDENT 1. Obtain name and address of other driver, insurance 1. information. license number of other car, details of accident and names and addresses of witnesses. 2. Do not discuss details of the accident with anyone but the 2. investigating officer. Make no admissions or offer payments. 3. Contact your agent, as soon as possible, to report the 3. accident. The phone number of your agent is on the front side of this form. 4. If you are unable to reach your agent after normal business 4. hours, we provide monitored phone service from 5:00 PM - 8:00 AM Eastem Time - Monday through Friday, and 24 hours on weekends and holidays. This service is available by calling 1-888-252-4626 from anywhere within the United States for the reporting of claims emergencies only. CANADA NON-RESIDENT INTER -PROVINCE MOTOR VEHICLE LIABILITY INSURANCE CARD CERTIFICAT D'ASSURANCE - AUTOMOBILE RESPONSABILITE This certifies that the party named herein is insured against liability for bodily injury and property damage by reason of the operation of the motor vehicle described herein, in an amount not less than the statutory minimum requirements of every province of Canada. WARNING- Any person who issues or produces a card to show that there is in force a policy of insurance as indicated herein that is in fact not in force is liable to a heavy fine and/or imprisonment and his license may be suspended. This card should be carried in the insured vehicle for production as proof of insurance when demanded by police. 89271 (2.12) Obtain name and address of other driver, insurance information, license number of other car, details of accident and names and addresses of witnesses. Do not discuss details of the accident with anyone but the investigating officer. Make no admissions or offer payments. Contact your agent, as soon as possible, to report the accident. The phone number of your agent is on the front side of this form. If you are unable to reach your agent after normal business hours, we provide monitored phone service from 5:00 PM - 8:00 AM Eastem Time - Monday through Friday, and 24 hours on weekends and holidays. This service is available by calling 1-888-252-4626 from anywhere within the United States for the reporting of claims emergencies only. CANADA NON-RESIDENT INTER -PROVINCE MOTOR VEHICLE LIABILITY INSURANCE CARD CERTIFICAT D'ASSURANCE - AUTOMOBILE RESPONSABILITE This certifies that the party named herein is insured against liability for bodily injury and property damage by reason of the operation of the motor vehicle described herein, in an amount not less than the statutory minimum requirements of every province of Canada. WARNING- Any person who issues or produces a card to show that there is in force a policy of insurance as indicated herein that is in fact not in force is liable to a heavy fine and/or imprisonment and his license may be suspended. This card should be carried in the insured vehicle for production as proof of insurance when demanded by police. 89271 (2-12) Agency Code 12-0626-00 Policy Number 48-284-846-00 1938 (1-13) OPTION TO MODIFY PERSONAL INJURY PROTECTION BENEFITS For Personal Injury Protection insurance, the named insured may elect a deductible and to exclude coverage for loss of gross income and loss of earning capacity ("lost wages"). These elections apply to the named insured alone, or to the named insured and all dependent resident relatives. A premium reduction will result from these elections. The named insured is hereby advised not to elect the lost wage exclusion if the named insured or dependent resident relatives are employed, since lost wages will not be payable in the event of an accident. If this is an existing or renewal policy, the option you previously selected for Personal Injury Protection will continue to apply, unless you make a different selection below. Please review carefully and indicate your selection(s) under one of the following options, if desired: Option 1: Standard Personal Iniury Protection Benefits Total Aggregate Limit for all Personal Injury Protection Benefits, except Death Benefits Medical Expenses Work Loss Replacement Services Expenses Death Benefits ❑ Select deductible of ❑ $250 0 $500 Limit Per Person $10,000 (medical expenses limited to $2,500 non -emergency) 80% of medical expenses subject to the Florida Motor Vehicle No -Fault Statute's fee schedule and subject to the total aggregate limit for Personal Injury Protection Benefits 60% of work loss subject to the total aggregate limit subject to the total aggregate limit $5,000 0 $1000 to apply to Personal Injury Protection Benefits for: ❑ Named Insured Only ❑ Named Insured and All Dependent Resident Relatives O Exclude loss of gross income and loss of earning capacity ("lost wages"): 0 Named Insured Only O Named Insured and All Dependent Option 2: Extended Personal Injury Protection Benefits Total Aggregate Limit for all Personal Injury Protection Benefits, except Death Benefits Medical Expenses Work Loss Replacement Services Expenses Death Benefits Resident Relatives Limit Per Person $10,000 (medical expenses limited to $2,500 non -emergency) 100% of medical expenses subject to the Florida Motor Vehicle No -Fault Statute's fee schedule and subject to the total aggregate limit for Personal Injury Protection Benefits 80% of work loss subject to the total aggregate limit subject to the total aggregate limit $5,000 ❑ Select Extended Personal Injury Protection coverage. No deductible options are available. ❑ Exclude loss of gross income and Toss of earning capacity ("lost wages"). Excluded "lost wages" must apply to named insured and all dependent resident relatives. Signature Policy Number: 48-284-846-00 Agency: 12-0626-00 1938 (1-13) PRITCHARDS AND ASSOCIATES INC Date Page 1 of 1 Agency Code 12-0626-00 Policy Number 48-284-846-00 55081 (8-88) AVAILABILITY OF RISK MANAGEMENT PLAN - FLORIDA The Florida Tort Reform and Insurance Act of 1986 requires insurance companies to make available to commercial casualty and commercial property policyholders guidelines for risk management plans. Risk management guidelines include the following: A. Safety measures, including, as applicable, the following areas: 1. Accidental occurrences; 2. Fire hazards and fire prevention and detection; 3. Liability for acts from the course of business; 4. Slip and fall hazards; and 5. Product injury. B. Training to insureds in safety management techniques. C. Safety management counseling services. Risk Management Plan guidelines are available at your request. If you desire this service, please contact your agent for assistance in completing the request. 55081 (8-88) Page 1 of 1 58006 (9-15) NOTICE OF CHANGE IN POLICY TERMS REVISED FLORIDA AUTOMOBILE NONSTACKED UNINSURED MOTORIST COVERAGE Dear Policyholder: We have revised the Coverage section of the Nonstacked Uninsured Motorist Coverage endorsement to clarify which individuals are provided coverage per Florida Statute. We have also specified a time limit within which you must present a claim if you are seeking Uninsured Motorist Coverage. Please take time to read through the Coverage, Exclusion and Conditions sections of the revised form to understand who is entitled to Nonstacked Uninsured Motorist Coverage and time limitation for filing an Uninsured Motorist claim. This notice is for informational purposes only. Your policy contains the specific terms and conditions of this coverage. if you have any questions, please contact your insurance agent. 58006 (9-15) Page 1 of 1 Agency Code 12-0626-00 Policy Number 48-284-846-00 69030 (5-13) NOTICE TO POLICYHOLDER FLORIDA UNINSURED MOTORIST COVERAGE OPTIONS AVAILABLE Dear Policyholder: Florida law allows you to make certain choices regarding Uninsured Motorist coverage provided under your policy. The Uninsured Motorist coverage provided by your current policy is described in your policy's Declarations page. Your pre- vious selection or rejection of Uninsured Motorist coverage as reflected on your Declarations page will continue to apply to your automobile liability insurance policy and future renewals or replacements of such policy which are issued at the same Bodily Injury Liability limits unless you request a change to your previous selection or rejection in writing. Your se- lection or rejection shall be conclusively presumed to be an informed, knowing acceptance of such limitations on behalf of all insureds. This document generally describes all of the coverage options available to you. No coverage is provided by this docu- ment. Please review your policy and Declarations page for information regarding your specific coverages. Uninsured Motorist Coverage Options Uninsured Motorist coverage provides coverage for insured persons who are legally entitled to recover damages from owners or operators of uninsured motor vehicles because of bodily injury, sickness or disease, including death which re- sults from any of these. Such benefits may include payments for certain medical expenses, lost wages, and pain and suffering, subject to limitations and conditions contained in the policy. Uninsured Motorist coverage also extends cover- age for damages caused by motor vehicle owners or operators who have Bodily Injury Liability limits lower than the amount of your damages. You may select Uninsured Motorist coverage in an amount equal to your limits for Bodily Injury Liability coverage. You may also select Uninsured Motorist limits lower than your Bodily Injury Liability limits, or you may entirely refect Uninsured Motorist coverage. If your policy is a personal automobile policy, or if it is a commercial automobile policy and any named insured is desig- nated as an individual, you have the option to purchase non -stacked Uninsured Motorist coverage at a reduced rate. If any named insured is designated as other than an individual, your policy will include non -stacked Uninsured Motorist coverage, unless you reject Uninsured Motorist coverage entirely. Under this coverage, if injury occurs in a motor vehicle owned or leased by you or a family member who resides with you, this policy will apply only to the extent of coverage (if any) which applies to that vehicle in this policy. If injury occurs while you are occupying a motor vehicle which is not owned by you or a family member who resides with you, or while you are a pedestrian, you are entitled to select the highest limits of Uninsured Motorist coverage available on any one motor vehicle covered by a policy for which you are a named insured, insured family member, or insured resident of the named insured's household. If the named insured is an individual and you do not elect to purchase the non -stacked coverage, your policy limits for each motor vehicle are added together (stacked) for all covered injuries. Thus, your Uninsured Motorist coverage limits would automatically change during the policy term if you increase or decrease the number of motor vehicles covered under the policy. If you have questions regarding your Uninsured Motorist coverage that is reflected on your policy's Declarations page or wish to select a different option, you must contact your agent and complete the Florida Option to Reject or Modify Unin- sured Motorist Coverage form 19021 (5-13). 69030 (5-13) Page 1 of 1 Agency Code 12-0626-00 Policy Number 48-284-846-00 NOTICE OF CHANGE IN POLICY TERMS FLORIDA POLICY CANCELLATION AND NONRENEWAL Dear Policyholder: 69325 (9-15) The endorsement titled Florida Policy Cancellation and Nonrenewal, form 79706, has been revised in accordance with Florida statute. The revised endorsement: • Removes the limitation that no more than four automobiles may be insured on the same private passenger automobile policy. • Provides that we will only send cancellation and non -renewal notices to the first named insured. • Provides that you may cancel this policy at any time by returning it to us or by notifying us of the date cancellation is to take effect. This notice is for informational purposes only. Your policy contains the specific terms and conditions of coverage. Please review the endorsement carefully. If you have any questions concerning your policy or this notice, please contact your agent for assistance. 69325 (9-15) Page 1 of 1 IMPORTANT NOTICE Dear Policyholder: 79177 (7-06) One or more items are insured on a Stated Amount Basis. In accordance with your policy's provisions, losses will be settled on the actual cash value of the item at the time of loss, subject to a maximum payment of the Stated Amount as indicated by "SA" in the Declarations. In no event will we pay more than the Stated Amount shown for the Toss of or damage to the item(s). Requesting coverage on a Stated Amount basis does not guarantee payment in that amount should a claim occur. Please refer to Sec. III, 4.a. of the Automobile Coverage Form for coverage details. Please review your Declarations for those item(s) you have insured on a Stated Amount basis and advise your Auto -Owners agency of any change in value. This notice is for informational purposes. Your policy contains the specific terms and conditions of coverage. If you have any questions regarding this policy or this notice, please contact your Auto -Owners agency. 79177 (7-06) Page 1 of 1 Owners INSURANCE COMPANY 6101 ANACAPRI BLVD., LANSING, MI 48917-3999 AGENCY Page 1 PRITCHARDS AND ASSOCIATES INC 12-0626-00 LP MKT TERR 114 (877) 763-6625 INSURED SEMINOLE DESIGN -BUILD INC ADDRESS 401 SW 2ND ST OKEECHOBEE FL 34974-4214 19020 (10-80) Issued 09-12-2016 AUTOMOBILE POLICY DECLARATIONS Renewal Effective 10-27-2016 POLICY NUMBER 48-284-846-00 Company Use 72 -04 -FL -1010 Company Bill POLICY TERM 12:01 a.m. 12:01 a.m. 10-27-2016 to 10-27-2017 In consideration of payment of the premium shown below, this poky is renewed. Please attach this Declarations and attachments to your policy. If you have any questions. please consult with your agent. DESCRIPTION OF ITEM INSURED TERRITORY CLASS Hired Automobiles 058 SPL Okeechobee County, FL COVERAGES Comprehensive Collision LIMITS Actual Cash Value - $ 100 deductible per covered "auto" Actual Cash Value - $ 250 deductible per covered "auto" TOTAL Additional Forms For This Item: 79520 (05-10) 89023 (07-06) 79203 (06-13) ITEM DETAILS: Estimated cost of hire - physical damage $ If Any (Subject to audit) Rate Effective Date 06-08-2016 150 0788 PREMIUM $12.10 31.50 $43.60 Commercial Automobile Plus Coverage Package 058 Okeechobee County, FL COVERAGES Automobile Plus Additional Forms For This Item: 89690 (12-08) 89691 (12-08) 89699 (12-05) ITEM DETAILS: 2 qualified item(s). Rate Effective Date 06-08-2016 150 0788 LIMITS See Package Declarations Page TOTAL 89089 (08-07) 89692 (12-05) 89102 (06-08) 89694 (05-10) 89103 (08-07) 89695 (12-05) PREMIUM $26.63 89687 (12-05) 89696 (12-05) $26.63 89688 (12-05) 89697 (12-05) 89689 (12-05) 89698 (12-05) Comprehensive Liability 058 SPL Okeechobee County, FL COVERAGES Combined Liability LIMITS $1 Million occurrence TOTAL Additional Forms For This Item: 79547 (02-11) 79539 (03-99) ITEM DETAILS: Estimated cost of hire - liability $ If Any (Subject to audit) Rate Effective Date 06-08-2016 150 0788 PREMIUM $140.21 $140.21 Page 2 OWNERS INS. CO. AGENCY PRITCHARDS AND ASSOCIATES INC 12-0626-00 LP MKT TERR 114 INSURED SEMINOLE DESIGN -BUILD INC Company POLICY NUMBER Bill Company Use 19020 (10-80) Issued 09-12-2016 48-284-846-00 72 -04 -FL -1010 Term 10-27-2016 to 10-27-2017 DESCRIPTION OF ITEM INSURED TERRITORY CLASS 1. 2007 DODG RAM 1500 ST VIN: 1 D7HA16K87J570983 058 Okeechobee County, FL COVERAGES Combined Liability Uninsured Motorist Medical Payments Personal Injury Protection Comprehensive Collision Interested Parties: None Additional Forms For This Item: 79203 (06-13) ITEM DETAILS: Light truck operated within a 100 mile radius - service use. USE CLASS (00723): Contractor - Building Private Dwellings. Commercial Automobile Plus Coverage Package applies. A 5% discount has been applied to automobiles used in contracting business. Vehicle Count Factor Applies. Automobile Physical Damage Plus endorsement applies. Non -stacked Uninsured Motorist Coverage selected. Rate Effective Date 06-08-2016 LIMITS $1 Million occurrence $ 500,000 person/$ 500,000 occurrence $ 5,000 person Medical and Disability - $10,000 person Medical limited to $2,500 non -emergency Death Benefits - $5,000 person Actual Cash Value - $ 500 deductible Actual Cash Value - $ 500 deductible TOTAL PREMIUM $494.26 154.36 8.29 23.12 49.86 84.78 $814.67 89366 (06-13) 79308 (04-14) 89358 (01-13) 79539 (03-99) 79167 (05-05) 89023 (07-06) 150 0020001 0788 2. 2014 FOUR WINDS MOTORHOME VIN: 1FDXE4FS5DDA78848 058 Okeechobee County, FL COVERAGES Combined Liability Uninsured Motorist Medical Payments Personal Injury Protection Comprehensive Collision Interested Parties: None LIMITS $1 Million occurrence $ 500,000 person/$ 500,000 occurrence $ 5,000 person Medical and Disability - $10,000 person Medical limited to $2,500 non -emergency Death Benefits - $5,000 person ACV not to exceed $ 28,500 (SA) $ 500 ded ACV not to exceed $ 28,500 (SA) $ 500 ded TOTAL PREMIUM $667.51 185.24 34.69 131.68 139.60 290.03 $1,448.75 Additional Forms For This Item: 89366 (06-13) 79308 (04-14) 89358 (01-13) 79536 (07-94) 79539 (03-99) 79939 (03-05) 89023 (07-06) 79203 (06-13) ITEM DETAILS: Automobile driven for pleasure use by a 48 year old operator. Vehicle Count Factor Applies. Premier Credit applies. Non -stacked Uninsured Motorist Coverage selected. Stated Amount (SA) - See Important Notice 79177 (07-06). Rate Effective Date 06-08-2016 Standard Motor Home Program. 150 0788 • OWNERS INS. CO. AGENCY PRITCHARDS AND ASSOCIATES INC 12-0626-00 LP MKT TERR 114 INSURED SEMINOLE DESIGN -BUILD INC Page 3 Company Bill 19020 (10-80) Issued 09-12-2016 POLICY NUMBER 48-284-846-00 Company Use 72 -04 -FL -1010 Term 10-27-2016 to 10-27-2017 DESCRIPTION OF ITEM INSURED TERRITORY CLASS 3. 2007 LMT 42 GOOSENECK TRAILER VIN: 5L8GF362271007437 058 Okeechobee County, FL COVERAGES Combined Liability LIMITS $1 Million occurrence TOTAL Interested Parties: None Additional Forms For This Item: 79539 (03-99) ITEM DETAILS: Trailer operated within a 100 mile radius. USE CLASS (00722): Contractor - Building Coml Structures. Vehicle Count Factor Applies. Rate Effective Date 06-08-2016 150 0002000 0788 PREMIUM $48.27 $48.27 4. 2014 FORD F250 SUPER DUTY VIN: 1FT7W2BT3EEA46318 058 Okeechobee County, FL COVERAGES Combined Liability Uninsured Motorist Medical Payments Personal Injury Protection Comprehensive Collision Interested Parties: None LIMITS $1 Million occurrence $ 500,000 person/$ 500,000 occurrence $ 5,000 person Medical and Disability - $10,000 person Medical limited to $2,500 non -emergency Death Benefits - $5,000 person Actual Cash Value - $ 500 deductible Actual Cash Value - $ 500 deductible TOTAL PREMIUM $607.60 154.36 8.29 23.12 82.74 165.90 $1,042.01 Additional Forms For This Item: 89366 (06-13) 79308 (04-14) 89358 (01-13) 79539 (03-99) 79203 (06-13) ITEM DETAILS: Light truck operated within a 100 mile radius - service use. USE CLASS (00722): Contractor - Building Coml Structures. Commercial Automobile Plus Coverage Package applies. A 5% discount has been applied to automobiles used in contracting business. Vehicle Count Factor Applies. Non -stacked Uninsured Motorist Coverage selected. Rate Effective Date 06-08-2016 150 0033001 0788 79939 (03-05) 89023 (07-06) Endorsements That Apply To This Policy Additional Endorsements Waiver of Our Right to Recover Payments SEMINOLE/STILES JOINT VENTURE STILESCORPORATION DBA STILES CONSTRUCTIO SEMINOLE DEVELOPMENT AND CONSTRUCTION LL Flat Charge Flat Charge Flat Charge PREMIUM $120.00 OWNERS INS. CO. AGENCY PRITCHARDS AND ASSOCIATES INC 12-0626-00 LP MKT TERR 114 INSURED SEMINOLE DESIGN -BUILD INC Page 4 19020 (10-80) Issued 09-12-2016 Company POLICY NUMBER 48-284846-00 Bill Company Use 72 -04 -FL -1010 Term 10-27-2016 to 10-27-2017 DESCRIPTION OF ITEM INSURED Designated Insured STILESCORPORATION DBA STILES CONSTRUCTIO Flat Charge SEMINOLE DEVELOPMENT AND CONSTRUCTION LL Flat Charge CITY OF OKEECHOBEE Flat Charge Automatic Designated Insured - Blanket Coverage Flat Charge TOTAL TERRITORY CLASS PREMIUM 150.00 50.00 $320.00 TOTAL POLICY PREMIUM PAID IN FULL DISCOUNT TOTAL POLICY PREMIUM IF PAID IN FULL TERM $3,884.14 -416.70 $3,467.44 The Paid In Full Discount does not apply to fixed fees or statutory charges. Forms That Apply To All Items: 79001 (03-99) 79200 (06-92) 79517 (01-07) 79524 (06-92) 79540 (03-99) 79550 (06-92) 79706 (07-15) 79419 (03-99) 89058 (04-07) 89368 (03-11) 69122 (05-12) 89007 (11-09) 89304 (07-10) Policy Rate Code 0000 A 12% Cumulative Multi -Policy Discount applies. Supporting policies are marked with an (X): Comm Umb(X) Comm Prop/Comm Liab(X) WC() Life() Personal() Farm(). 00788 00960 Countersigned By: PRITCHARDS AND ASSOCIATES INC 4' - 1 OWNERS INS. CO. AGENCY PRITCHARDS AND ASSOCIATES INC 12-0626-00 LP MKT TERR 114 SEMINOLE DESIGN -BUILD INC INSURED Page 5 19020 (10-80) Issued 09-12-2016 Company POLICY NUMBER Bill Company Use 48-284-846-00 72 -04 -FL -1010 Term 10-27-2016 to 10-27-2017 COMMERCIAL AUTOMOBILE PLUS COVERAGE PACKAGE DECLARATIONS The coverages, limits and deductibles indicated below apply separately to each automobile afforded the Commercial Automobile Plus Coverage Package as identified in the Item Details section of the item regardless of the number of automobiles designated in the Commercial Automobile Declarations. COVERAGE Personal Property Business Personal Property Motor Cargo Hired Automobile Physical Damage - Comprehensive/Collision Non -Owned Trailer Physical Damage Coverage Extension Automobile Stereo, Video and Media Cellular Phone or Two -Way Communication Device Increased Transportation Costs Loss of Use by Theft Replacement Cost on New Vehicles Waiver of Collision Deductible for Collision With Another A -O Insured Deductible Amendatory Replacement Coverage - Air Bag Rental Automobile Gap Coverage Supplementary Payments (applies to all scheduled automobiles) LIMIT $500 $500 $1,000 $50,000 $1,000 $1,000 ($200 max for media) $500 $100 $50 per day $1,500 per occurrence Up to 90 days after purchase See form See form See form See form $500 for bail bonds $250 per day Toss of earnings DED $50 $50 $50 $100/250 $50 $50 $50 NONE NONE NONE NONE NONE $50 NONE NONE Owners INSURANCE COMPANY 6101 ANACAPRI BLVD., LANSING, MI 48917-3999 AGENCY PRITCHARDS AND ASSOCIATES INC 12-0626-00 LP MKT TERR 114 INSURED SEMINOLE DESIGN -BUILD INC ADDRESS 401 SW 2ND ST OKEECHOBEE FL 34974-4214 (877) 763-6625 19020 (10-80) Issued 09-12-2016 AUTOMOBILE POLICY DECLARATIONS Renewal Effective 10-27-2016 POLICY NUMBER 48-284-846-00 Company Use 72 -04 -FL -1010 Company Bill POLICY TERM 12:01 a.m. 12:01 a.m. 10-27-2016 to 10-27-2017 In consideration of payment of the premium shown below, this policy is renewed. Please attach this Declarations and attachments to your policy. If you have any questions, please consult with your agent. 000094 /000090 Scheduled Drivers List Listed below are drivers currently scheduled on this policy. Please compare the list with your current records and contact your agent with any changes that need to be made. We will update the list accordingly for the next renewal. Name: Last First Date of Birth Age MM -DD -CCW State NUNEZ BARCIA WHITE DAVI D CYNTHIA WILLIAM 48 46 63 03-04-1968 11-18-1969 07-05-1953 * DRIVER ASSIGNED TO PRIVATE PASSENGER VEHICLE FOR RATING PURPOSES. FL FL FL Owners INSURANCE COMPANY 6101 ANACAPRI BLVD., LANSING, MI 48917-3999 AGENCY PRITCHARDS AND ASSOCIATES INC 12-0626-00 LP MKT TERR 114 INSURED SEMINOLE DESIGN -BUILD INC ADDRESS 401 SW 2ND ST OKEECHOBEE FL 34974-4214 (877) 763-6625 Issued 11-29-2016 Endorsement Effective 11-23-2016 POLICY NUMBER 48-284-846-00 Company Use 72 -04 -FL -1010 Company Bill POLICY TERM 12:01 a.m. 12:01 a.m. 10-27-2016 to 10-27-2017 AUTOMOBILE POLICY DESCRIPTION OF CHANGES EFFECTIVE 11-23-2016 (See Declarations Attached) ADDED ITEM 0005 2010 JEEP WRANGLER UNL RUBICON VIN:1J4BA6H1XAL170463 TOTAL POLICY PREMIUM (THIS IS NOT A BILL) TERM ALL ITEMS $4,888.92 $930.43 Additional 12-0626-00 PRITCHARDS AND ASSOCIATES INC 1802 S PARROTT AVE OKEECHOBEE FL 34974 03-14-2017 SEMINOLE DESIGN -BUILD INC 401 SW 2ND ST OKEECHOBEE FL 34974-4214 RE: Policy47-824-059-01 59511 (4-12) 4uto-Owners Insurance Life Home Car Business nte7Voildeemaydbe P.O. BOX 30660, LANSING, MICHIGAN 48909-8160 • 517-323-1200 AUTO -OWNERS INSURANCE COMPANY AUTO -OWNERS LIFE INSURANCE COMPANY HOME -OWNERS INSURANCE COMPANY OWNERS INSURANCE COMPANY PROPERTY -OWNERS INSURANCE COMPANY SOUTHERN -OWNERS INSURANCE COMPANY You may view your policy online at www.auto-owners.com. To enroll, use the policy number 47-824-059-01 and Personal ID code (PID) 9K2 P28 C2G. Once enrolled, you may choose to stop receiving the paper policy in the mail. Your agency's phone number is (877) 763-6625 Thank you for selecting Auto -Owners Insurance Group to serve your insurance needs! Feel free to contact your independent Auto -Owners agent with questions you may have. Auto -Owners and its affiliate companies offer a variety of programs, each of which has its own eligibility requirements, coverages and rates. In addition, Auto -Owners also offers many billing options. Please take this opportunity to review your insurance needs with your Auto -Owners agent, and discuss which company, program, and billing option may be most appropriate for you. Auto -Owners Insurance Company was formed in 1916. The Auto -Owners Insurance Group is comprised of five property and casualty companies and a life insurance company. Our A++ (Superior) rating by A.M. Best Company signifies that we have the financial strength to provide the insurance protection you need. - Serving Our Policyholders and Agents Since 1916 - iT 1m . Agency Code 12-0626-00 Policy Number 47-824-059-01 59349 (10-03) AVAILABILITY OF TERRORISM RISK INSURANCE COVERAGE Dear Policyholder: Our records indicate that you previously rejected our offer to provide coverage for certified acts of terrorism. The enclosed policy does not provide coverage for certified acts of terrorism in accordance with your previous rejection of coverage. If you would like coverage for certified acts of terrorism, please contact us. This notice is for informational purposes only. If you have any questions concerning your policy or this notice, please contact your Auto -Owners agency. 59349 (10-03) Page 1 of 1 26387 (10-11) NOTICE OF CHANGE IN POLICY TERMS REDUCTION OF COVERAGE FOR EXTERIOR FINISHING SYSTEM AND STUCCO Dear Policyholder: Your policy does not apply to any claim, suit, action or proceeding for bodily injury, property damage, personal injury or advertising injury which is in any way related to or arising out of an exterior finishing system or exterior stucco application. Please review form 26405, EXTERIOR FINISHING SYSTEM AND STUCCO EXCLUSION - FORM B, which is attached to your policy. This notice is for informational purposes only. Your policy contains the specific terms and conditions of coverage. If you have any questions regarding your policy or this notice, please contact your Auto -Owners agency. 26387 (10-11) Page 1 of 1 4, J'outhern--Owners INSURANCE COMPANY 6101 ANACAPRI BLVD., LANSING, MI 48917-3999 AGENCY PRITCHARDS AND ASSOCIATES INC Renewal Effective 05-01-2017 Page 1 26449 (07-00) Issued 03-14-2017 UMBRELLA POLICY DECLARATIONS 12-0626-00 MKT TERR 114 (877) 763-6625 INSURED SEMINOLE DESIGN -BUILD INC ADDRESS 401 SW 2ND ST OKEECHOBEE FL 34974-4214 POLICY NUMBER Company Use Company Bill 47-824-059-01 72 -21 -FL -1507 POLICY TERM 12:01 a.m. 12:01 a.m. 05-01-2017 to 05-01-2018 In consideration of payment of the premium shown below. this policy is renewed. Please attach this Declarations and attachments to your policy. If you have any questions, please consult with your agent. COMMERCIAL UMBRELLA LIMITS OF LIABILITY: Products -Completed Operations Aggregate Other Aggregate Each Incident Limit $ 3,000,000 $ 3,000,000 $ 3,000,000 RETAINED LIMIT: $ 10,000 (Waived when an Auto -Owners Insurance Group Company provides both the Commercial Automobile and Commercial General Liability coverage). FORMS THAT APPLY TO THIS POLICY: 26800 (07-05) 26606 (10-05) 26366 (07-05) 26296 (07-05) 66085 (07-14) 66088 (09-14) COMMERCIAL UMBRELLA PREMIUM 26895 (07-07) 26897 (10-05) 59351 (01-15) 26455 (01-15) 26541 (08-05) 26527 (09-09) 26405 (07-05) THE POLICY PREMIUM SHOWN ABOVE INCLUDES: TERRORISM CERTIFIED ACTS SEE FORM 59351 EXCLUDED PREMIUM $2,929.00 TOTAL POLICY PREMIUM TERM $2,929.00 PROGRAM: Commercial A 10% Cumulative Multi -Policy Discount applies. Supporting policies are marked with an (X): Comm Auto(X) Comm Prop/Comm Liab(X) Fami() WC() Life() Personal(). Countersigned By: PRITCHARDS AND ASSOCIATES INC r . s Page 2 26449 (07-00) SOUTHERN -OWNERS INS. CO. Issued 03-14-2017 AGENCY PRITCHARDS AND ASSOCIATES INC Company POLICY NUMBER 47-824-059-01 12-0626-00 MKT TERR 114 Bill Company Use 72 -21 -FL -1507 INSURED SEMINOLE DESIGN -BUILD INC Term 05-01-2017 to 05-01-2018 SCHEDULE OF UNDERLYING INSURANCE NAME OF INSURER SOUTHERN -OWNERS INSURANCE COMPANY OWNERS INSURANCE COMPANY YOU HAVE AGREED TO MAINTAIN TYPE OF POLICY LIMITS AS FOLLOWS: COMMERCIAL GENERAL COMBINED LIABILITY SINGLE LIMITS General Aggregate $2,000,000 Products and Completed Operations Aggregate $2,000,000 Occurrence $1,000,000 Personal/Advertising Injury $1,000,000 Hired/Non-Ownership Automobile Liability Included AUTOMOBILE LIABILITY COMBINED SINGLE LIMITS All Owned Automobile Liability $1,000,000 Hired/Non-Ownership Automobile Liability Included 12-0626-00 PRITCHARDS AND ASSOCIATES INC 1802 S PARROTT AVE OKEECHOBEE FL 34974-6179 02-21-2017 SEMINOLE DESIGN -BUILD INC 401 SW 2ND ST OKEECHOBEE FL 34974-4214 59511 (4-12) 0 4uto-Owners Insurance Life Home Car Business 7heiltoRo6iataop!e® P.O. BOX 30660, LANSING, MICHIGAN 48909-8160 • 517-323-1200 AUTO -OWNERS INSURANCE COMPANY AUTO -OWNERS LIFE INSURANCE COMPANY HOME -OWNERS INSURANCE COMPANY OWNERS INSURANCE COMPANY PROPERTY -OWNERS INSURANCE COMPANY SOUTHERN -OWNERS INSURANCE COMPANY You may view your policy online at www.auto-owners.com. To enroll, use the policy number 72284846 and Personal ID code (PID) 1K6 P8G 68K. Once enrolled, you may choose to stop receiving the paper policy in the mail. Your agency's phone number is 877-763-6625 RE: Policy 094682-72284846-17 Thank you for selecting Auto -Owners Insurance Group to serve your insurance needs! Feel free to contact your independent Auto -Owners agent with questions you may have. Auto -Owners and its affiliate companies offer a variety of programs, each of which has its own eligibility requirements, coverages and rates. In addition, Auto -Owners also offers many billing options. Please take this opportunity to review your insurance needs with your Auto -Owners agent, and discuss which company, program, and billing option may be most appropriate for you. Auto -Owners Insurance Company was formed in 1916. The Auto -Owners Insurance Group is comprised of five property and casualty companies and a life insurance company. Our A++ (Superior) rating by A.M. Best Company signifies that we have the financial strength to provide the insurance protection you need. Serving Our Policyholders and Agents Since 1916 e Agency Code 12-0626-00 Policy Number 094682-72284846 55759 (7-16) NOTICE OF CHANGE IN POLICY TERMS FLORIDA CHANGES - FLORIDA AMENDATORY ENDORSEMENT SUPPLEMENTARY PAYMENTS - COVERAGES A AND B Dear Policyholder: Effective with this renewal, form 55719 (11-15) FLORIDA AMENDATORY ENDORSEMENT SUPPLEMENTARY PAYMENTS - COVERAGES A AND B has been added to the policy. This form modifies the Coverage Extension — Supplementary Payments section to not include plaintiff attorneys' fees or expenses unless the attorney's fees or expenses are due to our rejection of an offer of judgment that is at or below the applicable limit of insurance while providing a defense for that insured. This notice is for informational purposes only. Your policy contains the specific terms and conditions of coverage. If you have questions concerning this endorsement, please contact your Auto -Owners agent. 55759 (7-16) Page 1 of 1 64226 (11-15) NOTICE OF CHANGE IN POLICY TERMS EXCLUSION - UNMANNED AIRCRAFT Dear Policyholder: Your enclosed renewal policy includes a new endorsement titled, Exclusion — Unmanned Aircraft, form 55718 (11-15). This endorsement defines "Unmanned aircraft" and states that coverage is excluded for bodily injury, property damage, personal injury and advertising injury arising out of the ownership, maintenance, use or entrustment to others of any unmanned aircraft. This is a reduction in coverage. This notice is for informational purposes only. Please review form 55718 (11-15) EXCLUSION — UNMANNED AIRCRAFT, which is attached to this policy. If you have questions concerning this endorsement, please contact your Auto -Owners agent. 64226 (11-15) Page 1 of 1 T Agency Code 12-0626-00 Policy Number 094682-72284846 64250 (4-16) NOTICE OF CHANGE IN POLICY TERMS CHANGES - TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Dear Policyholder, We have added language to your policy to indicate recovery is prorated between you and us if the claim paid is less than the agreed loss because of any deductible or other limiting terms. Please refer to the enclosed endorsement 64224 (1-16) Changes — Transfer of Rights of Recovery Against Others to Us. This notice is for informational purposes only. This notice provides no coverage and it must not be construed to replace or modify any provisions of your policy or endorsements. Your policy contains the specific terms, limits and conditions of coverage, and supersedes this notice. Please review this endorsement and your policy carefully. If you have any questions please contact your Auto -Owners Agency. 64250 (4-16) Page 1 of 1 64253 (4-16) NOTICE OF CHANGE IN POLICY TERMS FLORIDA CHANGES — CANCELLATION AND NONRENEWAL Dear Policyholder: Effective with this renewal, form 54355 (10-15) FLORIDA CHANGES — CANCELLATION AND NONRENEWAL replaces form 54355 (06-11) FLORIDA CHANGES — CANCELLATION AND NONRENEWAL. This revised form removes all references to commercial residential risks. This notice is for informational purposes only. Your policy contains the specific terms and conditions of coverage. If you have questions concerning this endorsement, please contact your Auto -Owners agent. 64253 (4-16) Page 1 of 1 cJ'outhern-Owners INSURANCE COMPANY 6101 ANACAPRI BLVD., LANSING, MI 48917-3999 PRITCHARDS AND ASSOCIATES INC 12-0626-00 MKT TERR 114 INSURED SEMINOLE DESIGN -BUILD INC AGENCY ADDRESS 401 SW 2ND ST OKEECHOBEE FL 34974-4214 In consideration of payment of the premium shown below, this policy is renewed. Please attach this Declarations and attachments to your policy. If you have any questions, please consult with your agent. Page 1 877-763-6625 Issued 02-21-2017 TAILORED PROTECTION POLICY DECLARATIONS Renewal Effective 05-01-2017 POLICY NUMBER 094682-72284846-17 Company Use Company Bill 72 -46 -FL -0912 Policy Term 12:01 a.m. 12:01 a.m. 05-01-2017 to 05-01-2018 THIS POLICY CONTAINS A SEPARATE DEDUCTIBLE FOR HURRICANE LOSSES, WHICH MAY RESULT IN HIGH OUT-OF-POCKET EXPENSES TO YOU. 55039 (11-87) COMMON POLICY INFORMATION Business Description: Building Contractor Entity: Corporation Program: Contractors THIS POLICY CONSISTS OF THE FOLLOWING COVERAGE PART(S): COMMERCIAL PROPERTY COVERAGE MINIMUM PROPERTY PLUS PREMIUM ADJUSTMENT (CP) MINIMUM EQUIPMENT BREAKDOWN PREMIUM ADJUSTMENT (CP) COMMERCIAL GENERAL LIABILITY COVERAGE SURTAX FLORIDA EMERGENCY TRUST FUND SURCHARGE TOTAL PAID IN FULL DISCOUNT TOTAL POLICY PREMIUM IF PAID IN FULL THIS PREMIUM MAY BE SUBJECT TO ADJUSTMENT. The Paid in Full Discount does not apply to fixed fees, statutory charges or minimum premiums. PREMIUM $271.00 $132.00 $30.00 $7,079.00 $7.50 $4.00 $7,523.50 $671.66 $6,851.84 Premium shown above for commercial general liability coverage is an advanced premium deposit and may be subject to audit. Forms that apply to all coverage part(s) shown above (except garage liability, dealer's blanket, commercial automobile, if applicable): IL0017 (11-85) 59495 (08-11) 55156 (07-12) 55056 (07-87) A 12% Cumulative Multi -Policy Discount applies. Supporting policies are marked with an (X): Comm Umb(X) Comm Auto(X) WC() Life() Personal() Farm(). A merit rating plan factor of 0.90 applies. Countersigned By: PRITCHARDS AND ASSOCIATES INC r T Page 2 Southern -Owners Ins. Co. Issued 02-21-2017 AGENCY PRITCHARDS AND ASSOCIATES INC Company POLICY NUMBER 094682-72284846-17 12-0626-00 MKT TERR 114 Bill 72 -46 -FL -0912 INSURED SEMINOLE DESIGN -BUILD INC Term 05-01-2017 to 05-01-2018 54104 (12-12) COMMERCIAL PROPERTY COVERAGE 55198 (01-07) PROPERTY PLUS COVERAGE PACKAGE DECLARATION The coverages and limits below apply separately to each location or sublocation that sustains a loss to covered property and is designated in the Commercial Property Coverage Declarations. ** The deductible (DED) which applies to each coverage indicated below is the same as the deductible which applies to each location and sublocation shown on the Commercial Property Coverage Declarations, unless otherwise indicated: COVERAGE LIMIT DEDUCTIBLE ARSON REWARD BUSINESS INCOME & EXTRA EXPENSE INCLUDING NEWLY ACQUIRED LOCATIONS BUSINESS PERSONAL PROPERTY - AT FAIRS OR EXHIBITIONS BUSINESS PERSONAL PROPERTY - EXPANDED COVERAGE DEBRIS REMOVAL FIRE EXTINGUISHER AND FIRE SUPPRESSION SYSTEM RECHARGE GLASS BREAKAGE INVENTORY NEWLY ACQUIRED OR CONSTRUCTED PROPERTY NEWLY ACQUIRED BUSINESS PERSONAL PROPERTY OFF -PREMISES UTILITY SERVICE FAILURE (W/O TIME ELEMENT) ORDINANCE OR LAW OUTDOOR PROPERTY TREES, SHRUBS OR PLANTS PERSONAL EFFECTS AND PROPERTY OF OTHERS POLLUTANT CLEAN UP AND REMOVAL PROPERTY IN TRANSIT PROPERTY OFF PREMISES REFRIGERATED PRODUCTS REKEYING OF LOCKS WATER BACK-UP FROM SEWERS OR DRAINS ACCOUNTS RECEIVABLE SIGNS (ATTACHED AND DETACHED) ELECTRONIC DATA PROCESSING EQUIPMENT SALESPERSON'S SAMPLES VALUABLE PAPERS FINE ARTS, COLLECTIBLES AND MEMORABILIA $7,500 $50,000 $5,000 UP TO 1,000 FEET $25,000 $10,000 WITHIN BLDG OR BUSINESS PERSONAL PROPERTY LIMIT UP TO 25% OF BPP LIMIT $1,000,000 FOR 90 DAYS $500,000 FOR 90 DAYS $50,000 $50,000 $10,000 $1,000 PER ITEM $15,000 $25,000 $25,000 $25,000 $10,000 $1,000 $15,000 $100,000 $5,000 $25,000 $10,000 $50,000 $10,000 NONE NONE ** ** NONE NONE ** NONE ** ** ** ** ** ** ** NONE ** ** ** NONE ** ** ** ** ** ** ** Page 3 Southern -Owners Ins. Co. AGENCY PRITCHARDS AND ASSOCIATES INC 12-0626-00 MKT TERR 114 INSURED SEMINOLE DESIGN -BUILD INC Issued 02-21-2017 Company POLICY NUMBER 094682-72284846-17 Bill 72 -46 -FL -0912 Term 05-01-2017 to 05-01-2018 55198 (01-07) PROPERTY PLUS COVERAGE PACKAGE DECLARATION CONTINUED COVERAGE LIMIT DEDUCTIBLE BAILEES EMPLOYEE DISHONESTY FORGERY AND ALTERATION MONEY AND SECURITIES INSIDE PREMISES MONEY AND SECURITIES OUTSIDE PREMISES FIRE DEPARTMENT SERVICE CHARGE $2,500 PER ITEM $5,000 $2,500 PER ITEM $15,000 $10,000 $15,000 $15,000 $5,000 NONE Forms that apply to this coverage part: 54182 (06-00) 54205 (01-07) 54190 (01-07) 54208 (06-00) 54196 (06-00) 54207 (06-00) 54220 (06-00) Coverages Provided 54223 (06-00) 54191 (06-00) 54189 (08-10) 54217 (06-00) 54219 (06-00) 54188 (06-00) 54199 (06-00) 54198 (06-00) 54184 (06-00) 54185 (06-00) 54333 (01-06) 54195 (06-00) 54197 (06-00) 54192 (06-00) 54183 (06-00) 54186 (06-00) 54218 (06-00) 54216 (06-00) 54214 (06-00) 54221 (06-00) 54193 (06-00) 54338 (01-07) 54339 (01-07) Insurance at the described premises applies only for coverages for which a limit of insurance is shown. HURRICANE DEDUCTIBLE IN ANY ONE OCCURRENCE OF A HURRICANE, THE TOTAL DEDUCTIBLE FOR ALL COVERED HURRICANE LOSSES WILL BE A MINIMUM OF $1,000. PLEASE SEE ATTACHED FORM FOR ADDITIONAL DEDUCTIBLE INFORMATION. THIS POLICY CONTAINS A CO -PAY PROVISION THAT MAY RESULT IN HIGH OUT-OF-POCKET EXPENSES TO YOU. LOCATION 0002 -, BUILDING 0001 Location: 401 Sw 2Nd St Okeechobee, FL 34974-4214 Occupied As: Building Contractor Secured Interested Parties: None T Page 4 Southern -Owners Ins. Co. Issued 02-21-2017 AGENCY PRITCHARDS AND ASSOCIATES INC Company POLICY NUMBER 094682-72284846-17 12-0626-00 MKT TERR 114 Bill 72 -46 -FL -0912 Term 05-01-2017 to 05-01-2018 INSURED SEMINOLE DESIGN -BUILD INC Rating Information Territory: 470 Program: Contractors Protection Class: 03 Class Rate - Pers Prop: 0.602 County: Okeechobee Construction: Frame Class Code: 0567 COVERAGE COINSURANCE DEDUCTIBLE LIMIT RATE PREMIUM PERSONAL PROPERTY $10,000 Causes of Loss Basic Group I 80% $1,000 0.447 $45.00 Basic Group II 80% $1,000 0.212 $21.00 Hurricane 80% 5% Included Special 80% $1,000 0.113 $11.00 Special Including Theft 80% $1,000 1.711 $171.00 OPTIONAL COVERAGE Replacement Cost Inflation Guard Factor Personal Property 1.008 Equipment Breakdown $1,000 See Form 54843 $5.00 Property Plus Coverage Package $1,000 See 55198 (01-07) $18.00 Forms that apply to this building: 59351 (01-15) 55081 (08-88) 54850 (06-11) 54343 (08-07) 64224 (01-16) CP0090 (07-88) 54082 (02-05) 54843 (10-09) IL0003 (07-02) 54995 (07-11) 54312 (04-07) 54093 (03-07) 54355 (10-15) 54091 (03-07) IL0175 (09-93) 54851 (09-15) CP0010 (10-91) COMMERCIAL PROPERTY COVERAGE - LOCATION 0002 SUMMARY PREMIUM TERRORISM - CERTIFIED ACTS SEE FORM: 59351 LOCATION 0002 EXCLUDED $271.00 55040 (11-87) COMMERCIAL GENERAL LIABILITY COVERAGE COVERAGE LIMITS OF INSURANCE General Aggregate (Other Than Products -Completed Operations) Products -Completed Operations Aggregate Personal Injury And Advertising Injury Each Occurrence COMMERCIAL GENERAL LIABILITY PLUS ENDORSEMENT Damage to Premises Rented to You (Fire, Lightning, Explosion, Smoke or Water Damage) $2,000,000 $2,000,000 $1,000,000 $1,000,000 $300,000 Any One Premises Page 5 Southern -Owners Ins. Co. Issued 02-21-2017 AGENCY PRITCHARDS AND ASSOCIATES INC Company POLICY NUMBER 094682-72284846-17 12-0626-00 MKT TERR 114 Bill 72 -46 -FL -0912 INSURE() SEMINOLE DESIGN -BUILD INC Term 05-01-2017 to 05-01-2018 COVERAGE LIMITS OF INSURANCE Medical Payments Hired Auto & Non -Owned Auto Expanded Coverage Details See Form: Extended Watercraft Personal Injury Extension Broadened Supplementary Payments Broadened Knowledge Of Occurrence Additional Products -Completed Operations Aggregate Blanket Additional Insured - Lessor of Leased Equipment Blanket Additional Insured - Managers or Lessors of Premises Newly Formed or Acquired Organizations Extension Blanket Waiver of Subrogation Twice the "General Aggregate Limit", shown above, is provided at no additional charge for each 12 month period in accordance with form 55300. $10,000 Any One Person $1,000,000 Each Occurrence AUDIT TYPE: Annual Audit Forms that apply to this coverage: 59351 (01-15) 55146 (06-04) 55300 (07-05) IL0017 (11-85) 55531 (06-11) CG0220 (03-12) 55592 (02-14) 55091 (10-08) 55718 (11-15) 55189 (09-04) 55373 (01-07) 55513 (11-11) 55637 (09-14) 55238 55296 55200 55202 (06-04) (09-09) (06-96) (12-04) 55371 (01-07) CG2149 (09-99) IL0021 (07-02) 55719 (11-15) ;LOCATION 0002 - BUILDING 0001 Location: 401 Sw 2Nd St Okeechobee, FL 34974-4214 Territory: 006 County: Okeechobee CLASSIFICATION CODE SUBLINE PREMIUM BASIS RATE PREMIUM Commercial General Liability Plus Endorsement 00501 Prem/Op Prem Included At 7.5% Of The Premises Operation Premium Prem/Op Included Included Included Amendment Of Location & Project Aggregate Limits Of 00502 Prem/Op Prem Insurance Endorsement Included At 2% Of The Premises Operations Premium Carpentry 91342 Payroll Each 1000 Prem/Op $16,700 22.565 $377.00 Prod/Comp Op $16,700 12.720 $212.00 Contractors - Subcontracted Work - In Connection With 91585 Total Costs Each 1000 Construction, Reconstruction, Repair Or Erection Of Prem/Op 1,313,921 1.396 $1,834.00 Buildings Prod/Comp Op 1,313,921 3.108 $4,084.00 Grading Of Land 95410 Payroll Each 1000 Prem/Op If Any 31.113 Included Prod/Comp Op If Any 8.968 Included Additional Interests 49950 Southern -Owners Ins. Co. AGENCY PRITCHARDS AND ASSOCIATES INC 12-0626-00 MKT TERR 114 INSURED SEMINOLE DESIGN -BUILD INC Page 6 Issued 02-21-2017 Company POLICY NUMBER 094682-72284846-17 Bill 72 -46 -FL -0912 Term 05-01-2017 to 05-01-2018 CLASSIFICATION CODE SUBLINE PREMIUM BASIS RATE PREMIUM 55202 Add'L Ins-Excl Prod/Cops 1. City Of Okeechobee Blanket Add'L Insured - O/L/C Prem/Op Prod/Comp Op Flat Charge Flat Charge $22.00 $550.00 COMMERCIAL GENERAL LIABILITY COVERAGE - LOCATION 0002 SUMMARY PREMIUM TERRORISM - CERTIFIED ACTS SEE FORM: 59351 LOCATION 0002 EXCLUDED $7,079.00 Agenty Code 12-0626-00 Policy Number 094682-72284846 COMMERCIAL GENERAL LIABILITY 55373 (1-07) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM. A. Under SECTION II - WHO IS AN INSURED, the following is added: A person or organization is an Additional Insured, only with respect to liability arising out of "your work" for that Additional Insured by or for you: 1. If required in a written contract or agreement; or 2. If required by an oral contract or agreement only if a Certificate of Insurance was issued prior to the loss indicating that the person or organiza- tion was an Additional Insured. B. Under SECTION III - LIMITS OF INSURANCE, the following is added: The limits of liability for the Additional Insured are those specified in the written contract or agreement between the insured and the owner, lessee or contractor or those specified in the Certificate of Insurance, if an oral contract or agreement, not to exceed the limits provided in this policy. These limits are inclusive of and not in addition to the limits of insurance shown in the Declarations. C. SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, is amended as follows: 1. The following provision is added to 4. Other Insurance: 55373 (1-07) This insurance is primary for the Additional Insured, but only with respect to liability arising out of "your work" for that Additional Insured by or for you. Other insurance available to the Additional Insured will apply as excess insur- ance and not contribute as primary insurance to the insurance provided by this endorsement. 2. The following provision is added: Other Additional Insured Coverage Issued By Us If this policy provides coverage for the same loss to any Additional Insured specifically shown as an Additional Insured in another endorsement to this policy, our maximum limit of insurance under this endorsement and any other endorse- ment shall not exceed the limit of insurance in the written contract or agreement between the insured and the owner, lessee or contractor, or the limits provided in this policy, whichever is less. Our maximum limit of insurance arising out of an "occurrence", shall not exceed the limit of insurance shown in the Declarations, regard- less of the number of insureds or Additional Insureds. All other policy terms and conditions apply. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Copyright Insurance Services Office, Inc., 1984, 2003. Page 1 of 1 Agency Code 12-0626-00 Policy Number 094682-72284846 COMMERCIAL GENERAL LIABILITY 55091 (10-08) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. 1. EXTENDED WATERCRAFT LIABILITY Under SECTION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, 2. Exclusions, g., exclusion (2) is deleted and is replaced by the following: (2) A watercraft you do not own that is: (a) Less than 50 feet long; and (b) Not being used to carry persons or property for a charge; 2. HIRED AUTO AND NON -OWNED AUTO LIABILITY Coverage for "bodily injury" and "property damage" liability provided under SECTION I COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, is extended as follows under this item, but only if you do not have any other insurance available to you which affords the same or similar coverage. Coverage We will pay those sums the insured becomes legally obligated to pay as damages because of "bodily injury" or "property damage" arising out of the main- tenance or use of an "auto": a. You do not own; b. Which is not registered in your name; or c. Which is not leased or rented to you for more than ninety consecutive days and which is used in your business. Exclusions With respect to only HIRED AUTO AND NON - OWNED AUTO LIABILITY, the exclusions which apply to SECTION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, other than the Nuclear Energy Liability Exclusion Endorsement, do not apply. The following exclusions apply to this coverage: This coverage does not apply to: a. "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" resulting from the use of reasonable force to protect persons or property. b. Any obligation of the insured under a workers compensation, disability benefits or unemploy- ment compensation law or any similar law. c. (1) "Bodily injury" or "property damage" arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of "pollutants": (a) That are, or are contained in any property that is: 1) Being transported or towed by, handled or prepared for placement into or upon, or taken from the "auto"; 2) Otherwise in the course of transit by you or on your behalf; or Includes copyrighted material of Insurance Services Office, Inc., with its permission. 55091 (10-08) Copyright Insurance Services Office, Inc., 1982, 1988, 2002, 2004 Page 1 of 7 AgenEy Code 12-0626-00 Policy Number 094682-72284846 3) Being disposed of, stored, treated or processed into or upon the "auto"; (b) Before such "pollutants" or property con- taining "pollutants" are moved from the place they are accepted by you or anyone acting on your behalf for placement into or onto the "auto"; or (c) After such "pollutants" or property containing "pollutants" are removed from the "auto" to where they are delivered, disposed of or abandoned by you or anyone acting in your behalf. c. (1) (a) above does not apply to "pollu- tants" that are needed or result from the normal mechanical, electrical or hydraulic functioning of the "auto" or its parts, if the discharge, release, escape, seepage, migration or dispersal of such "pollutants" is directly from a part of the "auto" designed to hold, store, receive or dispose of such "pollutants" by the "auto" manufacturer. c. (1) (b) and c. (1) (c) above do not apply, if as a direct result of maintenance or use of the "auto", "pollutants" or property contain- ing "pollutants" which are not in or upon the "auto", are upset, overturned or damaged at any premises not owned by or leased to you. The discharge, release, escape, seepage, migration or dispersal of the "pollutants" must be directly caused by such upset, overturn or damage. (2) Any loss, cost or expense arising out of any: (a) Request, demand or order that any insured or others test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of "pollutants"; or (b) Claim or "suit" by or on behalf of a gov- ernmental authority for damages be- cause of testing for, monitoring, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any way responding to, or assessing the effects of "pollutants". d. "Bodily injury" or "property damage" however caused, arising directly or indirectly, out of: (1) War, including undeclared or civil war; (2) Warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any govern- ment, sovereign or other authority using military personnel or other agents; or (3) Insurrection, rebellion, revolution, usurped power, or action taken by governmental authority in hindering or defending against any of these. e. "Bodily injury" or "property damage" for which the insured is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages: (1) Assumed in a contract or agreement that is an "insured contract", provided the "bodily injury" or "property damage" occurs subse- quent to the execution of the contract or agreement. However, if the insurance under this policy does not apply to the liability of the insured, it also does not apply to such liability assumed by the insured under an "insured contract". (2) That the insured would have in the absence of the contract or agreement. f. "Property damage" to: g. (1) Property owned or being transported by, or rented or loaned to any insured; or (2) Property in the care, custody or control of any insured other than "property damage" to a residence or a private garage by a private passenger "auto" covered by this coverage. "Bodily injury" to: (1) An "employee" of the insured arising out of and in the course of employment by the insured; or (2) The spouse, child, parent, brother or sister of that "employee" as a consequence of Paragraph (1) above. This exclusion applies: Includes copyrighted material of Insurance Services Office, Inc., with its permission. 55091 (10-08) Copyright Insurance Services Office, Inc., 1982, 1988, 2002, 2004 Page 2 of 7 Agency Code 12-0626-00 Policy Number 094682-72284846 (1) Whether the insured may be liable as an employer or in any other capacity; and (2) To any obligation to share damages with or repay someone else who must pay dam- ages because of the injury. This exclusion does not apply to: (1) Liability assumed by the insured under an "insured contract". (2) "Bodily injury" to any "employee" of the in- sured arising out of and in the course of his domestic employment by the insured unless benefits for such injury are in whole or in part either payable or required to be pro- vided under any workers compensation law. Who Is An Insured With respect to only this coverage, SECTION II - WHO IS AN INSURED, is deleted and replaced by the following: SECTION II - WHO IS AN INSURED Each of the following is an insured with respect to this coverage: a. You. b. Your partners if you are designated in the Declarations as a partnership or a joint venture. c. Your members if you are designated in the Declarations as a limited liability company. d. Your "executive officers" if you are designated in the Declarations as an organization other than a partnership, joint venture or limited liability company. e. Any person using the "auto" and any person or organization legally responsible for the use of an "auto" not owned by such person or organiza- tion, provided the actual use is with your permis- sion. None of the following is an insured: a. Any person engaged in the business of his or her employer with respect to "bodily injury" to any co -"employee" of such person injured in the course of employment. b. Any person using the "auto" and any person other than you, legally responsible for its use with respect to an "auto" owned or registered in the name of: (1) Such person; or (2) Any partner or "executive officer" of yours or a member of his or her household; or (3) Any "employee" or agent of yours who is granted an operating allowance of any sort for the use of such "auto". c. Any person while employed in or otherwise engaged in duties in connection with an "auto business", other than an "auto business" you operate. d. The owner or lessee (of whom you are a sub- lessee) of a hired "auto" or the owner of an "auto" you do not own or which is not registered in your name which is used in your business or any agent or employee of any such owner or lessee. e. Any person or organization with respect to the conduct of any current or past partnership or joint venture that is not shown as a Named Insured in the Declarations. Additional Definitions The following definition applies to only this coverage: "Auto business" means the business or occupation of selling, repairing, servicing, storing or parking "autos". Limits of Insurance With respect to only this coverage, SECTION III - LIMITS OF INSURANCE, is deleted and replaced by the following: SECTION III - LIMITS OF INSURANCE a. The Limits of Insurance shown in the Declara- tions and the rules below fix the most we will pay regardless of the number of: (1) Insureds; (2) Claims made or "suits" brought or Includes copyrighted material of Insurance Services Office, Inc., with its permission. 55091 (10-08) Copyright Insurance Services Office, Inc., 1982, 1988, 2002, 2004 Page 3 of 7 ` Ag nZy Code 12-0626-00 (3) Persons or organizations making daims or bringing "suits". b. We will pay damages for "property damage" up to the limits of liability stated in the Declarations for this coverage. Such damages shall be paid as follows: (1) When Hired Auto and Ncn-Owned Auto Each Occurrence Limit is shown in the Declarations, such timit is the totat amount of coverad thst we will pay for all damages because of or arising out of alt "bodily injury" and 11property damage' in any one "occurrence". (2) When Bodily Injury Hired Auto and Non - Owned Au1oEachOccurrencaL|mband Property Hired Auto and Non - Owned Auto Each Occurrence Limit are on'owned/\u1oEachOccunenceLimbare shown in the Declarations: (a) The limit shown for Auto and Non -Owned Auto Each Occur- rence is the total amount of coverage and the most we will pay for all dam- ages because of or arising out of all "bodily injury" in any one "occurrerice". (b) The limit showri forProperty Damage Hired Auto arid Non -Owned Auto Each Occurrence is the total amount of cover- ageandthemostwewiUpayforaU damages because of or arising aut of alt "property damage" /nany one "occur- rence". 3. BROADENED SUPPLEMENTARY PAYMENTS Under SECTION 1- COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, COVERAGE B. PERSONAL tNJURY AND ADVERTISING INJURY UABiLITY and SUPPLEMENTARY PAYMENTS - COVERAGES A AND B: Paragraph 4., the amount we will pay for the actual !ossofeanmingsis increased from $250 per day to $400 per day. 4. ADDITIONAL PRODUCTS -COMPLETED OPERATIONS AGGREGATE LIMIT If the endorsement, EXCLUSION - PRODUCTS COMPLETED OPERATIONS HAZARD, CG 21 04, 55091 (10-08) Policy Number 094682-72284846 is not attached to this policy, then the foltowing is added to SECTION III - LIMITS OF INSURANCE: Commencing with the effective date of this policy, we will provide one additional Products -Completed Operations Aggregate Limit, for each annual period, equal to the amount of the Products -Completed Operations Aggregate Limit shown in the Declara- tions. The maximum Products -Completed Opera- tions Aggregate Limit for any annual period will be no more than two times the original Products - Completed Operations Aggregate Limit. 5. PERSONAL INJURY EXTENSION a. If the endorsement EXCLUSION - PERSONAL INJURY AND ADVERTISING INJURY, 55350, is attached to this poticy,then this provision,5. PERSONAL INJURY EXTENSION. does not apply. b. If the endorsemerit EXCLUSION - PERSONAL INJURY AND ADVERTISING INJURY, 55350, is not attached to this policy, then underSEC- TION V' DEFINITIONS, 15. "Personal injury" is deleted and replaced by the following: 15. "Personal injury" means, other than "bodily injury", arising out of one or more of the following offenses: a. False arrest, detention cximprisonment; b. Malicious prosecution; c. The wrongful eviction from, wrongful entry into, or invasion of the right of private occupancy of a room, dwelling or premises that a person occupies by or on behalf of its owner, landlord or lessor; d. Orat or written publication of materiai that slanderor libels a person or or- ganization or disparages a person's or organization's goods, products or services; e. Oral or writtepublication of materiat that violates a person's right of privacy; or f. Discrimination, humiliation, sexual harassment and aviolation of civil rights caused by such discrimination, humiliation or sexual harassment. Includes copyrighted material of lnsurarice Services Office,Inc., with its permission. Agen€y Code 12-0626-00 6. BROADENED KNOWLEDGE OF OCCURRENCE Under SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit, the follow- ing paragraph is added: Paragraphs a. and b. of this condition will not serve to deny any claim for failure to provide us with notice as soon as practicable after an "occurrence" or an offense which may result in a claim: a. If the notice of a new claim is given to your "employee"; and b. That "employee" fails to provide us with notice as soon as practicable. This exception shall not apply: a. To you; or b. To any officer, director, partner, risk manager or insurance manager of yours. 7. DAMAGE TO PREMISES RENTED TO YOU Under SECTION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIA- BILITY, the last paragraph is deleted and replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke or water damage to premises rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in 7. DAMAGE TO PREMISES RENTED TO YOU, a. Limits of Insurance. The following additional exclusions apply to "pro- perty damage" arising out of Water Damage to premises rented to you or temporarily occupied by you with permission of the owner. (1) "Property damage" to: (a) The interior of the premises caused by or resulting from rain or snow, whether driven by wind or not; or (b) Heating, air conditioning, plumbing or fire protection systems, or other equip- ment or appliances. Policy Number 094682-72284846 (2) "Property damage" caused by or resulting from any of the following: (a) Mechanical breakdown, including bursting or rupture caused by cen- trifugal force; (b) Cracking, settling, expansion or shrinking; (c) Smoke or smog; (d) Birds, insects, rodents or other ani- mals; (e) Wear and tear; (f) Corrosion, rust, decay, fungus, dete- rioration, hidden or latent defect or any quality in property that causes such property to destroy or damage itself; or (g) Water that flows or leaks from any heating, air conditioning, plumbing or fire protection system caused by or resulting from freezing, unless: 1) You make a reasonable effort to maintain heat in the building or structure; or 2) You drain the equipment and shut off the water supply if the heat is not maintained. (3) "Property damage" caused directly or indirectly by any of the following: (a) Water that backs up from a drain or sewer; (b) Mud flow or mudslide; (c) Volcanic eruption, explosion or effusion; (d) Any earth movement, such as earth- quake, landslide, mine subsidence, earth sinking, earth rising or earth shifting; (e) Regardless of the cause, flood, surface water, waves, tides, tidal waves, storm surge, overflow of any body of water, or their spray, all whether wind driven or not; Includes copyrighted material of Insurance Services Office, Inc., with its permission. 55091 (10-08) Copyright Insurance Services Office, Inc., 1982, 1988, 2002, 2004 Page 5 of 7 Agenty Code 12-0626-00 a. (f) Water under the ground surface pressing on, or seeping or flowing through: 1) Walls, foundations, floors or paved surfaces; 2) Basements, whether paved or not; or 3) Doors, windows or other openings. (4) "Property damage" for which the insured is obligated to pay as damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the insured would have in the absence of this contract or agreement. Limits of Insurance With respect to this coverage only, under SECTION III - LIMITS OF INSURANCE, paragraph 6. is deleted and replaced by the following: 6. The most we will pay under Coverage A for damages because of "property damage" to premises rented to you or temporarily occupied by you with permission of the owner arising out of or caused by fire, lightning, explosion, smoke and water damage is the amount shown in the Declarations under Damage to Premises Rented to You. b. Under SECTION IV - COMMERCIAL GEN- ERAL LIABILITY CONDITIONS, 4. Other Insurance, paragraph b., the word fire is amended to include fire, lightning, explosion, smoke or water damage. 8. BLANKET ADDITIONAL INSURED - LESSOR OF LEASED EQUIPMENT a. SECTION II - WHO IS AN INSURED is amended to include as an additional insured any person or organization with whom you have agreed: (1) In a written contract or agreement, executed prior to loss, to name as an additional insured; or (2) In an oral contract or agreement, executed prior to Toss, to name as an additional Policy Number 094682-72284846 insured only if a Certificate of Insurance was issued prior to loss indicating that the person or organization was an additional insured but only with respect to liability for: (1) "Bodily injury"; (2) "Property damage"; (3) "Personal injury"; or (4) "Advertising injury" caused in whole or in part, by your maintenance, operation or use of equipment leased to you by such person or organization. b. With respect to the insurance afforded to an additional insured, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. c. The following is added to SECTION III - LIMITS OF INSURANCE: The Limits of Insurance for the additional in- sured are those specified in the written contract or agreement between the insured and the lessor, not to exceed the limits provided in this policy. These limits are inclusive of and not in addition to the Limits of Insurance shown in the Declarations. 9. BLANKET ADDITIONAL INSURED - MANAGERS OR LESSORS OF PREMISES a. SECTION II - WHO IS AN INSURED is amended to include as an additional insured any person or organization with whom you have agreed: (1) In a written contract or agreement, executed prior to Toss, to name as an additional insured; or (2) in an oral contract or agreement, executed prior to loss, to name as an additional insured only if a Certificate of Insurance was issued prior to loss indicating that the person or organization was an additional insured but only with respect to liability arising out of the ownership, maintenance or use of that part of the premises leased to you. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 55091 (10-08) Copyright Insurance Services Office, Inc., 1982, 1988, 2002, 2004 Page 6 of 7 Agenty Code 12-0626-00 Policy Number 094682-72284846 b. This provision is subject to the following addi- tional exclusions, applicable to this provision only: (1) Any "occurrence" which takes place after you cease to be a tenant in that premises. (2) Structural alterations, new constructions or demolition operations performed by or on behalf of the additional insured. c. The following is added to SECTION III - LIMITS OF INSURANCE: The Limits of Insurance for the additional in- sured are those specified in the written contract or agreement between the insured and the manager or lessor of the premises, not to exceed the limits provided in this policy. These limits are inclusive of and not in addition to the Limits of Insurance shown in the Declarations. 10. NEWLY FORMED OR ACQUIRED ORGANIZA- TIONS Under SECTION II - WHO IS AN INSURED, Para- graph 4. is deleted and replaced by the following: 4. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to "personal injury" or "advertising injury" arising out of an offense committed before you acquired or formed the organization. No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations. 11. BLANKET WAIVER OF SUBROGATION The following is added to SECTION IV - COMMER- CIAL GENERAL LIABILITY CONDITIONS, 8. Transfer Of Rights of Recovery Against Others To Us. When you have agreed to waive your right of subro- gation in a written contract, executed prior to Toss, with any person or organization, we waive any right to recovery we may have against such person or organization because of payments we make for injury or damage arising out of your ongoing opera tions or "your work" done under a contract with that person or organization and included in the "products -completed operations hazard". All other policy terms and conditions apply. Includes copyrighted material of Insurance Services Office, Inc., with its permission. 55091 (10-08) Copyright Insurance Services Office, Inc., 1982, 1988, 2002, 2004 Page 7 of 7 Form W-9 (Rev. December 2014) Department of the Treasury Internal Revenue Service Request for Taxpayer Identification Number and Certification Give Form to the requester. Do not send to the IRS. N 0 0) ld 0. c 0 N 0. o t.o 3 o C ` C c.0 0 0 0. rn 0 a) ca 1 Name (as shown on your income tax retum). Name is required on this line; do not leave this line blank. SEMINOLE DESIGN -BUILD, INC. 2 Business name/disregarded entity name, if different from above 3 Check appropriate box for federal tax classification; check only one of the following seven boxes: ❑ IndividuaVsole proprietor or ❑ C Corporation ❑� S Corporation 0 Partnership ❑ Trust/estate single -member LLC ❑ Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=partnership) ► Note. For a single -member LLC that is disregarded, do not check LLC; check the appropriate box in the line above for the tax classification of the single -member owner. ❑ Other (see instructions) ► 4 Exemptions (codes apply only to certain entities, not individuals; see instructions on page 3): Exempt payee code (f any) Exemption from FATCA reporting code (if any) &Appass to accounts maintained outside the U.S.) 5 Address (number, street, and apt. or suite no.) 401 SW 2ND STREET 6 City, state, and ZIP code OKEECHOBEE, FLORIDA 34974 Requester's name and address (optional) 7 List account number(s) here (optional) Part I Taxpayer Identification Number (TIN) Enter your TIN In the appropriate box. The TIN provided must match the name given on line 1 to avoid backup withholding. For individuals, this is generally your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the Part I instructions on page 3. For other entities, jt is your employer identification number (EIN). If you do not have a number, see How to get a TIN on page 3. Note. If the account is in more than one name, see the instructions for line 1 and the chart on page 4 for guidelines on whose number to enter. Social security number or Employer identification number 6 5 1 1 0 7 4 5 9 Part II Certification Under penalties of perjury, 1 certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and 2. I am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that 1 am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 3. I am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax retum. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cance n of debt, contributions to an individual retirement arrangement (IRA), and generally, payments kher than interest anividends, required to sign the certification, but you must provide your correct TIN. See the instructions on page 3. \ Signature of \ U.S. person ► Sign Here General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Future developments. Information about developments affecting Form W-9 (such as legislation enacted after we release it) is at www.irs.gov/fw9. Purpose of Form An individual or entity (Form W-9 requester) who is required to file an information retum with the IRS must obtain your correct taxpayer identification number (TIN) which may be your social security number (SSN), individual taxpayer identification number (TIN), adoption taxpayer Identification number (ATIN), or employer identification number (EIN), to report on an information retum the amount paid to you, or other amount reportable on an information retum. Examples of information retums include, but are not limited to, the following: • Form 1099 -INT (interest eamed or paid) • Form 1099 -DIV (dividends, including those from stocks or mutual funds) • Form 1099-MISC (various types of income, prizes, awards, or gross proceeds) • Form 1099-B (stock or mutual fund sales and certain other transactions by brokers) • Form 1099-S (proceeds from real estate transactions) • Form 1099-K (merchant card and third party network transactions) Date ► -54 %7 • Form 1098 (home mortgage interest), 1098-E (student loan interest), 1098-T (tuition) • Form 1099-C (canceled debt) • Form 1099-A (acquisition or abandonment of secured property) Use Form W-9 only if you are a U.S. person (including a resident alien), to provide your correct T1N. If you do not retum Form W-9 to the requester with a TIN, you might be subject to backup withholding. See What Is backup withholding? on page 2. By signing the filled -out form, you: 1. Certify that the TIN you are giving Is correct (or you are waiting for a number to be issued), 2. Certify that you are not subject to backup withholding, or 3. Claim exemption from backup withholding if you are a U.S. exempt payee. If applicable, you are also certifying that as a U.S. person, your allocable share of any partnership income from a U.S. trade or business Is not subject to the withholding tax on foreign partners' share of effectively connected income, and 4. Certify that FATCA code(s) entered on this form (if any) indicating that you are exempt from the FATCA reporting, is correct. See What is FATCA reporting? on page 2 for further information. Cat. No. 10231X Form W-9 (Rev. 12-2014) MAY 16, 2017 - REGULAR MEETING - AGENDA COUNCIL ACTION - DISCUSSION - VOTE VIII. NEW BUSINESS CONTINUED B. Motion to award a bid in the amount of $547,318.25 to Seminole Design Motion and second by Council Members O'Connor and Clark to award Bid No. PW 01-00-02-17 in the amount of Build for Centennial Park Storm Water Improvements Project No. PW $547,318.25 to Seminole Design—Build, Inc. (as the lowest bidder) for the Centennial Park Storm Water 01-00-02-17 - City Administrator (Exhibit 2). Improvements Project (as recommended by Staff). / This project is partially funded by Florida Department of Environmental Protection Agreement No. NS018, in the amount of $367,260.00 of which $183,630.00 is City matching funds; and South Florida Water Management District Agreement No. 4600003556, in the amount of $250,000.00 of which $175,000.00 is City Matching funds. These grants were approved January 17, 2017. The Bid was let on February 22, 2017, with a mandatory Pre -Bid meeting held on March 2, 2017. The opening was extended to March 29, 2017, from March 15, 2017. In addition to Seminole Design -Build, Inc., bids were submitted by Penrod Construction Company for $651,250.14 and Dickerson Florida, Inc. for $657,413.00. Mr. Billy White with Seminole Design -Build, Inc. and Mr. Phil Baughman of B&B Site Development, Inc. were in attendance. There was a brief discussion on the comparison of pay item number 1000, Manatee Protection. Council Member Chandler noted for the record he has a conflict of interest and will be abstaining from voting on this matter as the company by which he is employed, B&B Site Development, Inc., is the subcontractor for Seminole Design -Build, Inc. on this project. VOTE: WATFORD — YEA CHANDLER — ABSTAINED• CLARK — YEA O'CONNOR—YEA RITTER—YEA MOTION CARRIED. C. Motion to approve a reduction of Scope of Services for Centennial Park Council Member O'Connor and Clark moved to approve a reduction in the Scope of Services for Centennial Park Storm Water Improvements Project No. PW 01-00-02-17 - City Storm Water Improvements Project Bid No. PW 01-00-02-17 (reducing the award amount from $547,318.25 to Administrator (Exhibit 3). $411,412.27; a detailed list of the items was distributed as Exhibit 3 at the beginning of the meeting); seconded by Council Member Ritter. Administrator MontesDeOca briefly summarized the amendment to the project which was mostly the landscaping portion. A possible second amendment will be forthcoming in June in regards to a design change for the baffle box. Council Member Chandler noted for the record he has a conflict of interest and will be abstaining from voting on this matter as the company by which he is employed, B&B Site Development, Inc., is the subcontractor for Seminole Design Build, Inc. to which this project was awarded. AGENDA VIII. NEW BUSINESS CONTINUED C. Motion to approve a reduction of Scope of Services for Centennial Park Storm Water Improvements Project No. PW 01-00-02-17 continued. IX. ADJOURNMENT - Mayor Please take notice and be advised that when a person decides to appeal any decision made by the City Council with respect to any matter considered at this meeting, he/she may need to insure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be based. City Clerk media are for the sole purpose of backup for official records of the Clerk ATTEST: Dowling R. Watford, Jr., Mayor Lane Gamiotea, CMC, City Clerk MAY 16, 2017 - REGULAR MEETING - PAGE 6 OF 6 COUNCIL ACTION - DISCUSSION - VOTE VOTE: WATFORD — YEA CHANDLER — ABSTAINED• CLARK — YEA O'CONNOR—YEA RITTER—YEA MOTION CARRIED. There being no further discussion, nor items on the agenda, Mayor Watford adjoumed the meeting at 6:35 P.M. The next regular scheduled meeting is June 20, 2017. •Form 8B Memorandum of Voting Conflict for County, Municipal, and other Local Public Officers was filed by Council Member Chandler on May 16, 2017, in the Office of the City Clerk and made a part of the official record filed in the permanent Minute File for this meeting. Detail by Entity Name Page 1 of 2 n.nnrtmant rf Sri.„ DIVISION OF CORPORATIONS uv pup r u1?ctu! Stat? t f Ilorizbt Department of State / Division of Corporations 1 Search Records / Detail Ry Document Number / Detail by Entity Name Florida Profit Corporation SEMINOLE DESIGN -BUILD, INC. Filing Information Document Number P01000048837 FEI/EIN Number 65-1107459 Date Filed 05/10/2001 State FL Status ACTIVE Principal Address 401 SW 2ND STREET OKEECHOBEE, FL 34974 Changed: 04/20/2016 Mailing Address 401 SW 2ND STREET OKEECHOBEE, FL 34974 Changed: 04/20/2016 Registered Agent Name & Address NUNEZ JR, DAVID 1060 SE 21st Street OKEECHOBEE, FL 34974 Name Changed: 01/29/2004 Address Changed: 05/03/2016 Officer/Director Detail Name & Address Title DPS NUNEZ JR, DAVID 1060 SE 21st STREET OKEECHOBEE, FL 34974 Annual Reports Report Year Filed Date http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inq... 5/30/2017 Detail by Entity Name Page 2 of 2 2015 2016 2017 04/21/2015 05/03/2016 03/16/2017 Document Images 03/10/2017 --ANNUAL REPORT 05/03/2016 -- ANNUAL RFPORT 04/21/2015 --ANNUAL REPORT 04/15/2014 -- ANNUAL REPORT 04/17/2013 -- ANNUAL REPORT 04/11/2012 -- ANNUAL REPORT 04/11/2011 --ANNUAL REPORT 01/26/2010 -- ANNUAL REPORT 01/05/2009 -- ANNUAL REPORT 01/12/2008 --ANNUAL REPORT 01/09/2007 -- ANNUAL REPORT 01/07/2006 -- ANNUAL REPORT 01/04/2005 -- ANNUAL REPORT 01/29/2004 -- ANNUAL REPORT 03/03/2003 -- ANNUAL REPORT 01/16/2002 --ANNUAL REPORT 05/10/2001 -- Domestic Profit View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format Florida Department of State, Division of Corporations http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inq... 5/30/2017 SEMINOLE DESIGN -BUILD, I 467-0611 Address: Activity: CITY OF OKEECHOBEE BUSINESS TAX RECEIPT No: 662 Date: 9/25/17 55 SE 3rd Avenue, Okeechobee, FL 34974 October 1, 2017. - September 30, 2018 STATE LICENSE REQUIRED FOR RENEWAL 401 SW 2ND STREET OKEECHOBEE, FL 34974 201 CONTRACTOR Issued to: SEMINOLE DESIGN -BUILD, INC. SEMINOLE DESIGN -BUILD, INC. 401 SW 2ND STREET OKEECHOBEE, FL 34974 A BUSINESS TAX OFFICIAL RECEIPT PENALTY APPITRAN BLDG INSP FIRE INSP Total Paid 78.75 3.00 50.00 15.00 146.75 OKEECHOBEE COUNTY STATE OF FLORIDA }Business Tax Receipt IN CONSIDERATION of the TOTAL SUM OF MONEY shown hereon, the receipt of which is hereby acknowledged. Company ID #: 1774 No. 1079 207-2018 9/25/2017 Contractor (0015A) (01-10 Employees) $18.00 TOTAL $18.00 SEMINOLE DESIGN BUILD INC is hereby licensed to engage in the business; profession or occupation of Contractor (0015A).(01-10 Employees)(General) Lic#:CGC1.524499 at 401 SW 2ND STREET lst day of October 2017 , in Okeechobee, Florida, for the period beginning the and eon the 30th d f September, 2018 Celeste Watford, C.F.0 - Tax Collector SECTION 00300 FORM City Council City of Okeechobee, Florida 55 SE 3rd Avenue Okeechobee, FL 34974 Copy Seminole Design -Build, Inc (BIDDER'S COMPANY NAME) I have received the documents titled Taylor Creek Centennial Park Project No. . I have also received addendum number 1 through 7 and have included their provisions in my bid. I have examined both the bid documents and the construction site and submit the following bid in which I agree: 1. To hold my bid open until an agreement has been executed between City of Okeechobee and accepted Bidder, including receipt of the Public Construction and Maintenance Bonds, or until 90 days after bids are opened, whichever is longer. 2. Regarding the Disposition of Bid Security: to accept the provisions of the Instructions to the Bidders. 3. To enter into and execute a Contract on the basis of this bid and to furnish a 100% Public Construction Bond in accordance with the Instructions to Bidders to guarantee my workmanship and materials to be free from construction defects for a period of not less than one (1) year, if this bid is accepted. 4. To accomplish the work included in, and in accordance with the Contract Documents, if this bid is accepted. 5. To start work within thirty (30) calendar days from the date of the Notice to Proceed and thereafter to complete the work within one hundred and twenty (120) calendar days, unless the time is modified by provisions of the contract, if this bid is accepted. 6. Regarding Compensation for the proposed work: if this bid is accepted, I will construct this project on a unit price basis as reflected in the Bid Unit Price Schedule on pages 3-5 of this addendum. 7. Regarding the Award of the Contract: if I am awarded a contract for this project, I understand that the award may be for all or any portion thereof of the items listed under the Bid Unit Price Schedule. Bid # PW 01-00-02-17 Addendum #7 Page 2 of 6 BID UNIT PRICE SCHEDULE TAYLOR CREEK CENTENNIAL PARK ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 101-1A MOBILIZATION / DEMOBILIZATION LS 1 $41,741.70 $ 41,741.70 101-1B PRE -CONSTRUCTION VIDEO LS 1 $ 660.00 $ 660.00 102-1 MAINTENANCE OF TRAFFIC LS 1 $ 550.00 $ 550.00 104 2A PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION LS 1 $ 550.00 $ 550.00 104-10-3 SEDIMENT BARRIER LF 685 $ 1.65 $ 1,130.25 104-11 FLOATING TURBIDITY BARRIER LF 620 $ 7.98 $ 4,947.60 104-15 SOIL TRACKING DEVICE EA 1 $ 2,750.00 $ 2,750.00 104-18 INLET PROTECTION SYSTEM EA 7 $ 82.50 $ 577.50 108-1A CONSTRUCTION LAYOUT/RECORD DRAWINGS LS 1 $ 9,900.00 $ 9,900.00 110-1-1 CLEARING & GRUBBING ACRES 2.5 $ 220.00 $ 550.00 110-4 MAINTENANCE OF EXISTING DRAINAGE LS 1 $ 220.00 $ 220.00 120-1A REGULAR EXCAVATION & EMBANKMENT LS 1 $ 17,600.00 $ 17,600.00 120-4 SUBSOIL EXCAVATION CY 600 $ 11.00 $ 6,600.00 120-6A EMBANKMENT- SAND BEACH SY 200 $ 27.50 $ 5,500.00 160 STABILIZED SUBGRADE (12" THICK) SY 1243 $ 3.30 $ 4,101.90 285-715 BASE (LBR 100) (18" THICK) SY 1198 $ 27.78 $ 33,280.44 327-70-01 MILL EXISTING ASPHALTIC PAVEMENT, 1" AVERAGE DEPTH SY 333 $ 6.60 $ 2,197.80 334-1-13 SUPERPAVE ASPHALTIC CONCRETE, TRAFFIC C (SP -9.5) TON 118 $ 143.00 $ 16,874.00 425-1-521 INLET, DITCH BOTTOM, TYPE C, < 10' EA 3 $ 1,375.00 $ 4,125.00 425-1-551 INLET, DITCH BOTTOM, TYPE E, < 10' EA 2 $ 2,860.00 $ 5,720.00 425-1-901 INLET, SPECIAL, BAFFLE BOX EA 1 $104,458.20 $ 104,458.20 425-10 YARD INLET EA 5 $ 1,320.00 $ 6,600.00 425-2-41 MANHOLE, P-7, < 10' EA 1 $ 2,530.00 $ 2,530.00 425-2-71 MANHOLE, J-7, < 10' EA 2 $ 2,860.00 $ 5,720.00 430-174-112A PIPE CULVERT, ADS, ROUND, 12" LF 330 $ 19.47 $ 6,425.10 Bid # PW 01-00-02-17 Page 3 of 6 Addendum #7 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 430-174-115A PIPE CULVERT, ADS, ROUND, 15" LF 36 $ 27.50 $ 990.00 430-174-118A PIPE CULVERT, ADS, ROUND, 18" LF 48 $ 31.90 $ 1,531.20 430-174-118 PIPE CULVERT, RCP, ROUND, 18" LF 36 $ 55.00 $ 1,980.00 430-174-124 PIPE CULVERT, RCP, ROUND, 24" LF 105 $ 57.20 $ 6,006.00 430-174-130 PIPE CULVERT, RCP, ROUND, 30" LF 162 $ 64.90 $ 10,513.80 430-174-218 PIPE CULVERT, RCP, ELLIPTICAL, 14" x 23" LF 50 $ 57.75 $ 2,887.50 430-174-230 PIPE CULVERT, RCP, ELLIPTICAL, 24" x 38" LF 56 $ 108.35 $ 6,067.60 430-982-123 MITERED END SECTION, RCP, 15" EA 1 $ 302.50 $ 302.50 430-982-125 MITERED END SECTION, RCP, 18" EA 2 $ 579.70 $ 1,159.40 430-982-129 MITERED END SECTION, RCP, 24" EA 1 $ 803.00 $ 803.00 430-982-625 MITERED END SECTION, RCP, 14" x 23" EA 1 $ 579.70 $ 579.70 520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 94 $ 33.00 $ 3,102.00 520-2-4 CONCRETE CURB, TYPE D LF 610 $ 9.90 $ 6,039.00 522-1 CONCRETE SIDWALK, 4" THICK SY 656 $ 32.18 $ 21,110.08 527-2 DETECTABLE MAT SF 36 $ 44.55 $ 1,603.80 530-3 RIPRAP - BANK AND SHORE SY 640 $ 87,45 $ 55,968.00 570-1-2 PERFORMANCE TURF (SOD) SY 7,200 $ 1.65 $ 11,880.00 580-1-1 LANDSCAPE COMPLETE - SMALL PLANTS LS 1 $ 14,786.20 $ 14,786.20 580-1-2 LANDSCAPE COMPLETE - LARGE PLANTS LS 1 $ 35,200.00 $ 35,200.00 590-1 LANDSCAPE IRRIGATION SYSTEM LS 1 $ 54,450.00 $ 54,450.00 700-1-11A SINGLE POST SIGN - F&I, HANDICAPPED EA 1 $ 484.00 $ 484.00 700-1-11B SINGLE POST SIGN - F&I, STOP EA 2 $ 484.00 $ 968.00 700 1-12 SINGLE POST SIGN - F&I, STOP/DO NOT ENTER EA 2 $$ 484.00 968.00 711 11-111 THERMOPLASTIC, STANDARD, WHITE, SOLID LF 400 $ 6.05 $ 2,420.00 711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, (12") LF 140 $ 2 42 $ 338.80 Bid # PW 01-00-02-17 Page 4 of 6 Addendum #7 ITEM NO. DESCRIPTION UNIT MEASURE EST. QUAN. UNIT PRICE AMOUNT 711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, (24") LF 52 $ 4.84 $ 251.68 711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 2 $$ 165.00 330.00 711 11-460 THERMOPLASTIC, STANDARD, BLUE, MESSAGE (HANDICAPPED SYMBOL) EA 1 $ 341.00 $ 341.00 1000 MANATEE PROTECTION LS 1 $ 8,580.00 $ 8,580.00 1050-11-221 UTILITY PIPE, 1" WATER SERVICE, POLY LF 150 $ 13.20 $ 1,980.00 1050-11-223 UTILITY PIPE, 6" SANITARY SERVICE, PVC LF 165 $ 22.00 $ 3,630.00 1055-11-273 UTILITY FITTING, 6" SANITARY CLEANOUT EA 3 $ 357.50 $ 1,072.50 1060 15 UTILITY STRUCTURE, SANITARY MANHOLE, MODIFY, INSIDE DROP EA 1 $ 577.50 $ 577.50 1080-11-101 UTILITY FIXTURE, 1" METER AS 1 $ 1,402.50 $ 1,402.50 1080-11-103 UTILITY FIXTURE, 2" TAPPING SADDLE & 1" CORP STOP EA 1 $ 1,705.00 $ 1,705.00 ESTIMATED BASE BID AMOUNT (Based on Bid Unit Prices & Estimated Quantities, a summation of Pages 3 to 5) $ 547,318.25 Five Hundred Forty Seven Thousand Three Hundred Eighteen Dollars & Twenty Five Cents $ 547,318.25 Bid # PW 01-00-02-17 Addendum #7 Page 5 of 6 Contractor shall coordinate any type of traffic restrictions with the City of Okeechobee Public Work Department. The contractor shall notify City of Okeechobee Public Work Department of any road restrictions at least two (2) weeks prior to actual implementation. NOTE: This bid is on a unit price basis. The total estimated amount is for bid comparison purposes only. The contractor should field verify the actual site conditions prior to time of bidding and before submitting the bid proposal. The contractor should read the special conditions and the requirements for insurance before submitting a bid proposal. The contractor should verify the quantities to be included in the construction contract. The contractor shall furnish The City of Okeechobee with a Public Construction Bond in 100% of the total estimated amount of the contract. The Public Construction Bond shall continue in effect for one (1) year after completion and acceptance of the work as guarantee against construction defects. The contractor in his bid shall include the cost of said bond. Density testing shall be at the expense of the City of Okeechobee, except for failing tests, which shall be charged to the contractor. I have attached the required 5% Bid Security to this Bid. Date March 27, 2017 Bidder Se -ole Design -Build, Inc. (CompanyName) By By David Nunez Title President (Sii ',attire) (Printed Name) Mailing Address 401 SW 2nd Street Okeechobee, Florida 34974 Office Number 863-467-1115 Fax Number 863-824-3327 Bid # PW 01-00-02-17 Addendum #5 Page 6 of 31 THE AMERICAN INSTITUTE OF ARCHITECTS Executed in 1 Counterpart AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we Seminole Design -Build, Inc. (Here insert lull name and address or legal title of Contractor) 401 SW 2nd Street, Okeechobee, FL 34974 as Principal, hereinafter called the Principal, and The Gray Insurance Company (Here insert full name and address or legal title of Surety) PO Box 6202, Metairie, LA 70009-6202 a corporation duly organized under the laws of the State of LOUISIANA as Surety, hereinafter called the Surety, are held and firmly bound unto City of Okeechobee (Here insert full name and address or legal title of Owner) 55 S.E. 3rd Ave., Okeechobee, FL 34974 as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Amount Bid Dollars ($ ---5%--- ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for (Here insert full name, address and description of project) PW -01-00-02-17, City of Okeechobee Centennial Park Storm Water Improvements, Okeechobee, FL NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. 2017 , Signed and sealed this 29th day of (Witness) (Witness) March Ser inoI- Desi -Buil, Inc. eSj The Gray Insurance Company (Surety) (Title) Teresa L. Durham, Attorney -in -Fact and Florida Licensed Resident Agent (Seal) (Seal) AIA DOCUMENT A310 • BID BOND • MA ® • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVL, N.W., WASHINGTON, D. C. 20006 1 fa Printed on Recycled Paper 9/93 PM:19rl: t..7, :1�17.N27112 ; :. 1eR7L u��a1:13:ta r r•, iltof: m4 sAn +: luSl aw' 7iC' 'r!•3�! tZLIAMl'dUxv�7.1'1.4 tj • . THE GRAY INSURANCE COMPANY THE GRAY CASUALTY & SURETY COMPANY GENERAL POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS, THAT The Gray Insurance Company and The Gray Casualty & Surety Company, corporations duly organized and existing under the laws of Louisiana, and having their principal offices in Metairie, Louisiana, do hereby make, constitute, and appoint Susan L. Reich, Jeffrey W. Reich, Don Bramlage, Kim E. Niv, Leslie M. Donahue, Patricia L. Slaughter, Teresa L. Durham, Cheryl Foley, Gloria A. Richards, and Glenn Arvanitis of Maitland, Florida jointly or severally on behalf of each of the Companies named above its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its deed, bonds, or other writings obligatory in the nature of a bond, as surety, contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of $10,000,000.00 This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both The Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 26th day of June, 2003. "RESOLV ED, that the President, Executive Vice President, any Vice President, or the Secretary be and each or any of them hereby is authorized to execute a power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings, and all contracts of surety, and that each or any of them is hereby authorized to attest to the execution of such Power of Attorney, and to attach the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of surety to which it is attached. IN WITNESS WHEREOF, The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to be hereinto affixed, and these presents to be signed by their authorized officers this 12'h day of September, 2011. c; State of Louisiana By: Attest: Michael T. Gray President, The Gray Insurance Company and Vice President, The Gray Casualty & Surety Company ss: //Mark S. Manguno Secretary, The Gray Insurance Company, The Gray Casualty & Surety Company Parish of Jefferson On this 12th day of September, 2011, before me, a Notary Public, personally appeared Michael T. Gray, President of The Gray Insurance Company and Vice President of The Gray Casualty & Surety Company, and Mark S. Manguno, Secretary of The Gray Insurance Company and The Gray Casualty & Surety Company, personally known to me, being duly sworn, acknowledged that they signed the above Power of Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and deed, of their companies. IT' • s 1 e Put300 = ^^rum roar I, Mark S. Manguno, Secretary of The Gray Insurance Company and The Gray Casualty & Surety Company, do hereby certify that the above and forgoing is a true and correct copy of a Power of Attorney given by the companies, which is still in full force and effect. Lisa S. Millar, Notary Public, Parish of Orleans State of Louisiana My Commission is for Life IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this .274 h1 day of Mc-��(� 2t1-7 . /41-04-4 Mark S. Manguno, Secretary The Gray Insurance Company The Gray Casualty & Surety Company • SECTION VI PW 01-00-02-17 BIDDER'S QUALIFICATION QUESTIONAIRE THE UNDERSIGNED GUARANTEES THE TRUTH AND ACCURACY OF ALL STATEMENTS AND ANSWERS HEREIN CONTAINED: 1. How many years has your organization been in business as a general contractor? 16 years 2. What is the last project of this nature that you have completed? Big Cypress Medical Center / Site work and parking lot - for Seminole Tribe of Florida 3. Have you ever failed to complete work awarded to you? If so, where and why? No 4. The following are named as three (3) corporations or individuals for which you have performed work and to which you refer. Seminole Tribe of Florida Okechobee Utility Authority - Pine Ridge Park Wastewater System Improvements City of Okeechobee - Sidewalk Restoration 5. Have you personally inspected the proposed work and have you a complete plan or schedule for its performance? Provide schedule to describe the amount of work per month that is to be completed. Yes personally inspected proposed site and work to be completed. See attached Proposed Schedule based on 120 days to complete City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 34 BIDDER'S QUALIFICATION QUESTIONNAIRE (cont'd) 6. Will you sublet part of this work? If so, give details. Yes - B&B Site Development to perform Slte work, drainage & parking areas Vest Concrete to perform all concrete work, Quality Lawn Care to perform irrigation and landscaping. 7. What equipment do you own that is available for the work? None - subcontractors to provide all necessary equipment. 8. What equipment will you purchase for the proposed work? None - subcontractors to provide all necessary equipment. 9. What equipment will you rent for the proposed work? None - subcontractors to provide all necessary equipment. 10. The following is given as a summary of the financial statement of the undersigned: (List assets and liabilities and use insert sheets(s) if necessary) Financial Statements can be provided if necessary DUNS Number 127388846 City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 35 BIDDER'S QUALIFICATION QUESTIONNAIRE (cont'd) 11. Please provide proof of State Certification and/or State Registration by attaching copies of State Certifications. State Registrations shall also be accompanied by proof of Okeechobee County Certificate(s) of Competency by attaching copies of County Certificate(s) Possession of either a State Certification or County Competency card must be attained prior to bid submittal. 12. State the true, exact, correct and complete name of the partnership, corporation or trade name under which you do business. (If corporation, state the name of the president and secretary. If a partnership, state the name of all partners. If a trade name, state the name of the individuals who do business under the trade name.) Seminole Design -Build, Inc. (Correct name of bidder) (a.) The business is a Corporation (b.) The address of the principal place of business is: 401 SW 2nd Street, Okeechobee Florida 34974 (c.) The names of the corporate officers, or partners, or individuals doing business under a trade name are as follows: David Nunez, Jr. - President, Seminole Design -Build, Inc. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 36 Date: March 28, 2017 Seminole Design - Build, Inc. Job: Taylor Creek Centennial Park Ref: Proposed Schedule (120 Day Schedule) Months May, 2017 June, 2017 July, 2017 August, 2017 Days May 1 - May 26 2930 June 1- June 29 , July5•JJy28 July 31 -August 18 my 18.25 lAy 28-31 Mobilization and Demobilization May 1-5 Pre Construction Video May 1-2 MOT May 1-2 , Prevention Control May 2-5 Floating Turbidity Barrier May 2-5 Soil Tracking Device May 3-5 Earthwork May 8-26 Drainage May 29 -June 29 Utilites May 29 -June 29 Parking lot July 5- 28 , Sidewalks July 31- August 18 9 1 Rip -Rap July 31- August 18 Beach Sand July 31- August 18 Landscape August 18 -25 Irrigation August 18-25 Thermoplastic August 28-31 STATE OF FLORIDA COUNTY OF Okeechobee This 27th ATTACHMENT A PW 01-00-02-17 NO LOBBYING AFFIDAVIT day of March , 20 17 , David Nunez being first duly sworn, deposes and says that he/she is the authorized representative of Seminole Design -Build, Inc. (Name of contractor, firm or individual) respondent to the attached request for bid, proposal or qualifications and/or any other solicitation released by City of Okeechobee, and that the bidder and any of its agents agrees to abide by the City of Okeechobee no lobbying restrictions in regard to this solicitation. Affiant Sworn to (or affirmed) and subscribed before me this 27th 20 17 , by David Nunez • 01.V' CYNTHIA BARCIA t Commission N FF 971874 ijr,,.� My Commission Expires ,„;�� March 15, 2020 day of March Signature of Nota Public State of Florida Cynthia Barcia Print, Type or Stamp Commissioned Name Personally Known X OR Produced Identification Type of Identification Produced City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 60 ATTACHMENT B PW 01-00-02-17 ANTI -COLLUSION STATEMENT & NO GIFTS STATEMENT Date: March 27, 2017 Anti -collusion statement: The below -signed Bidder has not divulged to, discussed, or compared his/her Bid with other Bidders and has not colluded with any other Bidder or parties to a Bid whatsoever. No gifts statement: No premiums, rebates, gifts or gratuities are permitted with, prior to, or after submission of the Bid. Any such violation will result in rejection of the Bid and removal from the Bid list(s). Firm Name: By (printed/typed): By (signature): Title: Mailing Address: City, State, Zip: Telephone No.: Seminole Design -Build, Inc. President 401 SW 2nd Street Okeechobee, Florida 34974 863-467-1115 City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 61 ATTACHMENT C PW 01-00-02-17 PROPOSER'S CERTIFICATION I have carefully examined this Request for Bids (BID)/Request for Proposals (RFP)/ Request for Qualifications (RFQ), which includes scope, requirements for submission, general information and the evaluation and award process. I acknowledge receipt of the following addenda. Addendum # 1 s 2 Date: 03/07/17 Addendum # 5 Date: 03/13/17 Addendum # 3 Date: 03/13/17 Addendum # 6 Date: 03/23/17 Addendum # 4 Date: 03/13/17 Addendum # 7 Date: 03/28/17 I hereby propose to provide the services requested in the City's RFP and, if awarded, to enter into the attached draft contract. I agree that the terms and conditions of the City's RFP shall take precedence over any conflicting terms and conditions submitted with my proposal and agree to abide by all conditions of the RFP, unless a properly completed Exceptions to RFP form is submitted. I acknowledge that the City may not accept the proposal due to any exceptions. I certify that all information contained in my proposal is truthful to the best of my knowledge and belief. I further certify that I am duly authorized to submit this proposal on behalf of the company as its agent and that the company is ready, willing and able to perform if awarded a contract. I further certify, under oath, that this proposal is made without prior understanding, agreement, connection, discussion or collusion with any other person, company or corporation submitting a proposal for the same product or service; no gratuities, gifts or kick -backs were offered or given by the Bidder or anyone on its behalf to gain favorable treatment concerning this procurement; no City Council member, employee or agent of City of Okeechobee or of any other company is interested in said bid; and that the undersigned executed this Proposer's Certification with full knowledge and understanding of the matters therein contained and was duly authorized to do so. Seminole Design -Build, Inc. 401 SW 2nd Street Name of Business Authorized Signate David Nunez, President Name & Title, Typed Mailing Address Okeechobee, Florida 34974 City, State & Zip Code (863) 467-1115 / (863) 824-3327 Telephone Number/Fax Number dnunez@sdbteam.com Email Address State of Florida County of Okeechobee This foregoing instrument was acknowledged before me this 28th day of March b, David Nune is personally known to me or produced lc t 4;catioOYNTHIA BARCIA Commission # FF 971874 ,+ ‘1lis ii,,1 a,aF My Commission Expires r„ °�+� March 15, 2020 City of Okeechobee Public Works Department 62 201 77, Signature of Notary (Cynthia Barcia) Expires: 3/15/2020 Project No. PW 01-00-02-17 ATTACHMENT D PW 01-00-02-17 SWORN STATEMENT PURSUANT TO SECTION 287.133 (2)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted to CITY OF OKEECHOBEE, FLORIDA by: _ David Nunez, President (print individual's name and title) for: Seminole Design -Build, Inc. (print name of entity submitting swom statement) whose business address is: 401 SW 2nd Street, Okeechobee Florida 34974 and (if applicable) its Federal Employer Identification Number (FEIN) is: 65-1107459 (If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement: 2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States, including but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentations. 3. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non -jury trial, or entry of a plea of guilty or nolo contendere. City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 63 4. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means: A. A predecessor or successor of a person convicted of a public entity crime; or B. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 5. I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. 6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies). 21 Neither the entity submitting this sworn statement, nor any of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. ❑ The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. ❑ The entity submitting this sworn statement, or one or moreof its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list (attach a copy of the final order). I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 ABOVE IS FOR THAT City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 64 PUBLIC ENTITY ONLY AND THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES FOR CATEGORY TW C NY CHANGE IN THE INFORMATION CONTAINED INHIS FORM. Signatu Sworn to and subscribed before me this 27th day of March Personally known X OR Produced Identification Type of Identif tion My Commission Expires: 03/15/2020 SEAL OR STAMP Notary , 20 17 0-1 ublic — State of Florida ;-,,, CYNTHIA BARCIA Flo Commission # FF 971874 My Commission Expires 0.00,1 March 15, 2020 City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 65 ATTACHMENT E PW 01-00-02-17 CONFLICT OF INTEREST DISCLOSURE FORM For purposes of determining any possible conflict of interest, all bidders must disclose if any City of Okeechobee employee(s), elected official(s), or any of its agents is also an owner, corporate officer, director, agent, employee, etc., of their business. Indicate either "yes" (a city employee, elected official or agent is associated with your business), or "no". If yes, give person(s) name(s) and position(s) with your business. YES NO X Name(s) Position(s) Firm Name: Seminole Design -Build, Inc. By (Printed): avid Nun z By (Signature): Title: President Address: 401 SW 2nd Street, Okeechobee Florida 34974 Phone Number: 863-467-1115 City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 66 ATTACHMENT F PW 01-00-02-17 IMMIGRATION LAW CERTIFICATION City of Okeechobee will not intentionally award city contracts to any contractor who knowingly employs unauthorized alien workers, constituting a violation of the employment provisions contained in 8 U.S.C. Section 1324 a(e) (Section 274a(e) of the immigration and nationality act ("INA")). City of Okeechobee may consider the employment by any contractor of unauthorized aliens a violation of Section 274A(e) of the INA. Such violation by the recipient of the employment provisions contained in Section 274A(e) of the INA shall be grounds for unilateral cancellation of the contract by City of Okeechobee. Respondent attests that it is fully compliant with all applicable immigration laws, specifically relating to the 1986 immigration act and subsequent amendments. nole Desi • n- ild, Inc. Sig ♦:' re President Title March 27, 2017 Date STATE FLORIDA COUNTY OF Okeechobee Sworn to (or affirmed) and subscribed before me this 27th day of March , 20 17 , by David Nunez who is personally known x or has produced asntification. (stamp) City of Okeechobee Public Works Department n�lCYNTHIA BARCIA i,, 1 Commission # FF 971874 'f1� `. MY Commission Expires ?,:, .,�`r March 15, 2020 67 Project No. PW 01-00-02-17 ATTACHMENT G PW 01-00-02-17 DRUG-FREE WORKPLACE CERTIFICATION THE BELOW SIGNED bidder/proposer CERTIFIES that it has implemented a drug-free workplace program. In order to have a drug-free workplace program, a business shall: 1. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance is prohibited in the work place and specifying the actions that will be taken against employees for violation of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services that are under quote a copy of the statement specified in subsection 1. 4. In the statement specified in subsection 1, notify the employees that, as a condition of working on the commodities or contractual services that are under quote, the employee will abide by the terms of the statement and will notify the employer of any conviction or plea of guilty or nolo contendere to any violation occurring in the workplace no later than five (5) days after such conviction. 5. Impose a sanction on, or require the satisfactory participation in, drug abuse assistance or rehabilitation program if such is available in the employee's community, by an employee who is convicted. 6. Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. As the person authorized to sign this statement, I the above Date: March 27, 2017 Signature: ify that ttjs with ts. Company: Seminole Design -Build, Inc. Name: Address: 401 SW 2nd Street Okeechobee, Florida 34974 David Nunez Title: President Phone Number: 863-467-1115 City of Okeechobee Project No. PW 01-00-02-17 Public Works Department 68 STATE OF FLORIDA ;:irk DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION .m 6i . .= ''' CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 NUNEZ, DAVID JR SEMINOLE DESIGN -BUILD, INC. 401 SW 2ND STREET OKEECHOBEE FL 34974 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For Information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER "Tit'i, STATE OF FLORIDA DEPARTMENTQF.BUSINESS AND tom' PROFESSIONAL -REGULATION CGC1524499;: UED �i-•07/28/2016 CERTIFIED GENpRAuGONTRPiCTOR NUNEZ, DAVID JR: =ICY; SEMINOLE DESIGN=6UlkD-i ^ X14 j (850) 487-1395 :..IS,CERTIFIED undert'he..provisions of Ch.489_FS. Expiration date AUG 31.201 - 8. - 7-• •-L1607280000355 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA • DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The -GENERAL CONTRACTOR • Named below IS CERTIFIED.:.:. • Under the provisions cifChapter 489 FS.,,..; Expiration date: •AUG. 31, 2018 . NUNEZ; 4AVID';1R . r' may'`: •• SEMINOLE DESIGN-BUIL[544NC: 401.. SW 2ND STREET=; .-"•*6:.;e. -11.1 :` OKEECHOBEE.•- ::'tf; FL 34974 IE ISSUED: 07/28/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1607280000355 y Women & Florida Veteran. Business Certification Seminole Design -Build, Inc. iertified.,und.er the pq.iovisions. of 287 and 295..1-87, Florida Statutes, for a period from: • 04/21/2016 to 04/21/2018 . .. • - '' ..• .•••• :- • :: ... • Chau PoppLll Secretary. . . • -ii.o..i.:;.4-ii.489.,...Y. . • . • ' :.'' .-...; ';.e66&. iloLpg*:_..,.„,,..:. .......:•„••.... , ., . . . .,.... . .. ..,::koittd.1)6p4rt.01PP.s..,,.......,,-.,......,-:,.....- -- , .. ... 'Service • . . .Office ofSupplier Diversity • 4050 Esplanade Way Sute 380 • Tallahassee, FL ' • • •• • • . • • ,• • -• •• SEMINOLE DESIGN -BUILD, 1 467-0611 CITY OF OKEECHOBEE BUSINESS TAX RECEIPT 55 SE 3rd Avenue, Okeechobee, FL 34974 OCTOBER 1, 2016 - SEPTEMBER 30, 2017 STATE LICENSE•REQUIRED FOR RENEWAL Address: 401 SW 2ND STREET OKEECHOBEE, FL 34974 Activity: 201 CONTRACTOR Issued to: A SEMINOLE DESIGN -BUILD, INC. SEMINOLE DESIGN -BUILD; INC..• . 401 SW 2ND STREET OKEECHOBEE, FL 34974 No: 662 Date: 10/04/16 RECEIPT 78.75 PENALTY 7.88 ' NEW/TRANS 3.00 BLDG INSP 50.00 FIRE INSP 15.00 Total Paid 154.63 V) "Exuma. BUSINESS TAX RECEIPT OFFICIAL OKEECHOBEE COUNTY STATE OF FLORIDA }Business Tax Receipt at IN CONSIDERATION of the TOTAL SUM OF MONEY shown hereon, the receipt of which is hereby acknowledged. Company ID #: 1774 No. 1223 2016-2017 9/28/2016 Contractor (0015A) (01-10 Employees) $18.00 • SEMINOLE DESIGN BUILD INC is hereby licensed to engage in the business; profession or occupation of Contractor (0015A):(01.-10 Employees)(General} tic. #CGC1524499 401 SW 2ND STREET 1st day of October 2016 :In .Okeechobee, Florida, for the period beginning the and;e "ding, on the30th day of September, 2017 "ok Celeste Watford, C.FIlt - Tax Collector c SEMIN-2 OP ID: S2 ACORif, ' �� CERTIFICATE OF LIABILITY INSURANCE DATE (M UM:W YY) 12/14/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. • IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Prltchards & Associates, Inc. 1802 S Parrott Ave Okeechobee, FL 34974-6179 Kristina M. Morgan CONTACT NAME: Kristina M. Morgan -Agency ( FAX PHONE NMAIo, Ext): 863-763-7711 (Arc, No): 863-763-5629 E ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC f INSURER A:Owners Insurance 32700 INSURED Seminole Design -Build Inc. 401 SW 2nd Street Okeechobee, FL 34974 . INSURER B:Southern Owners 10190 INSURER C: BEACH 05/01/2017 C ----"-----*MED INSURER D: 5 1,000,000 INSURER E : S 300,000 INSURER F : CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR R TYPE OF INSURANCE AODL INSD = Lue (re c A`�oCERTIFICATE OF LIABILITY INSURANCE DA(0T216 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION 15 WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER TriGen Insurance Solutions, Inc. 315 SE Mizner Blvd Suite 213 Boca Raton FL 33432 CONTACT NAME: (A/C No. Eat): (877) 987-4436 FAX No): 054) 252-4426 E-MAIL certsC+tri ADDRESS: gensolutions.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Technology Insurance Company, 42376 INSURED (941) 670-0110 WELCO ONE, LLC dba Worksite Employee Leasing 2563 North Toledo Blade Blvd Suite 1 North Port FL 34289 INSURERS: INSURER C: INSURERD: S INSURERE: INSURER F : DAMAGE TO RENTED PREMISES (Ea occurrence) COVERAGES CERTIFICATE NUMBER: Cert ID 15137 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADOL INSR SUBR WVD POUCY NUMBER POUCY EFF (MM/DD/YYYY) POUCY EXP (MM/DD/YYW) LIMITS COMMERCIAL. GENERAL LIABILITY EACH OCCURRENCE S CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) S MED EXP (Any one person) S PERSONAL 8 ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: POUCY ❑ JECT LOC OTHER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG S S AUTOMOBILE _ — _ _ LIABILITY ANY AUTO ALL OWNED AUTOS HIRED _ SCHEDULED AUTOS NON -OWNED AUTOS COMBINED SINGLE UMIT (Ea accident) S BODILY INJURY (Per person) S BODILY INJURY (Per accident) S PROPERTY DAMAGE (Per accident) S $ UMBRELLA UAB EXCESS LIAB — OCCUR CLAIMS -MADE EACH OCCURRENCE S AGGREGATE $ DED RETENTIONS S i A WORKERS COMPENSATION AND EMPLOYERS'UABIUTY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes. describe under DESCRIPTION OF OPERATIONS below N / A TWC3549934 5/1/2016 /5/1/2017 PER OTH- STATUTE ER E.L EACH ACCIDENT S 1,000,000 EL DISEASE - EA EMPLOYEE S 1,000,000 E.L DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached IT more space Is required) Coverage provided for all leased employees but not subcontractors of Seminole Design -Build, Inc. Location coverage effective 5/1/2016. CERTIFICATE HOLDER CANCELLATION City of Okeechobee 55 SE 3rd Avenue Okeechobee FL 34974 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE C �Du�cT. ACORD 25 (2014101) ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 1 of 1 SEMIN-2 OP ID: ME ACon- CERTIFICATE OF LIABILITY INSURANCE ` DATE 04/1212017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: K the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION 13 WAIVED, subject to the terms and conditions of the p011cy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Pritchards & Associates, Inc. 1802 3 Parrott Ave Okeechobee, FL 34974.6179 Kristina M. Morgan -Agency CONTACT Kristina M. Morgan - Agency PPHHOONE FAX No. Ertl: 863-763-7711 (arc, Ne): 863-763-5629 L ADDS` INSURER(S) AFFORDING COVERAGE NAC S INSURER A:Owners Insurance 32700 INSURED Seminole Design -Build Inc. 401 SW 2nd Street Okeechobee, FL 34974 INSURER S:Southern Owners 10190 INSURER C: X INSURER 0: 72284846 INSURER E : 051012018s • INSURER F : S 1,000,000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT INDICATED. NOTWITHSTANDING CERTIFICATE MAY BE ISSUED EXCLUSIONS AND CONDITIONS THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MSR LTR TYPE OF INSURANCE /MSD WVD POLICY NUMBER EFFPOLlCY POUGY (POLICY EXP) MMJOOJ VY CMTS B X COMMERCIAL GENERAL LIABILITY X °CCM X 72284846 05/01/2017 051012018s • EACH OCCURRENCE S 1,000,000 CIAIMS-MADE (Ea ix' aatDrencet $ 300,000 MED EXP (Arty one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES POLICY DC OTFER PER: GENERAL AGGREGATE S 2,000,000 LOC PRODUCTS- COMP/OP AGG S 2,000,000 S A AUTOMOBILE X — LIABILITY ANY AUTO p TOOWNED AUTOS DIA ED OS NON -OWNED X 4828484600 10272016 10272017 COMBINED SINGLE LIMIT (Ea accident $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per $HIRED $ B X UMBRELLA LIa As EXCESSLIAB 121 occur c µADE $ 10000 4782405901 05/012017 05/012018 EACH OCCURRENCE t 3,000,000 AGGREGATE $ 3,000,000 DED I X RETENTION $ WORKERS COMPENSATION AND EMPLOYERS LUIBILTTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERMIEMBER EXCLUDED? (Mandatory In NH) I yes, dascriba Under DESCRIPTION OF OPERATIONS Y!N N I A 1 ME 1 1 OTH- ER E.L EACH ACCIDENT S EL. DISEASE - EA EMPLOYEE $ below EL. DISEASE - POLICY LIMIT $ B Property Section 72284846 051012017 051012018 DESCRIPTION OF OPERATIONS ILOCATIONSIVBUCLES Certificate Holder is listed Liability and Commercial (ACORD 101, Additional Remarks Schedule, maybe attached If mon space Is mond) as Addition Insured in regards to the General Auto. CERTIFICATE HOLDER CANCELLATION CITYOI4 City of Okeechobee 55 SE 3rd Ave Okeechobee, FL 34974 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Kristina M. Morgan -Agency ACORD 25 (2014101) 01988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACORN® CERTIFICATE OF LIABILITY INSURANCE `------' DATE(MWDDIYYY11) 4/24/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER MICHAEL GEE INC 2565 N Toledo Blade Blvd Ste 3 North Port, FL 34289 CONTACT Kristi Arthur HO (NC. o. Exit: (941)677-0110 1 {FARC. No): (941)8934303 E-MAIL o lESS: certs(Worksiteempioyee.com iNsUrsIs) AFFORDING COVERAGE NAICC INSURER A: State National Insurance 30406 INSURED WELCO ONE, LLC. 2565 N TOLEDO BLADE BLVD, STE 3 NORTH PORT, FL 34289 INSURER B INSURER C: W SURER D : S INSURERE: CLAIMS -MADE OCCUR INSURER F: SDEEa COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS TYPE OF INSURANCE AWL JNSn SUBR WVD POLICY NUMBER POLICY EFF IMWDD/YYYY) POLICY EXP IMMIDDIYYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S CLAIMS -MADE OCCUR D PREMISES (aaroccurrence) SDEEa MED EXP (Any one person) S PERSONAL 8. ADV INJURY 0 GEM. LIMIT APPLIES PER: POLICY LOC OTHER: PR GENERAL AGGREGATE 0 PRODUCTS -COMPIOPAGG 0 S AUTOMOBILEI.IABILITY _ _ ANY AUTO OWNED AUTOS ONLY HIRED AUTOS ONLY _ _ SCHEDULED AUTOS NON -OWNED AUTOS ONLY COMBINED SINGLE LIMIT (Ea acddenn s BODILY INJURY (Per person) S BODILY INJURY (Per accident) S PROPERTY DAMAGE (Per accident) 5 5 UMBRELLA LULB EXCESS LLAB OCCUR CLAIMS -MADE EACH OCCURRENCE 5 AGGREGATE S DED RETENTION5 S A WORKERS COMPENSATION AND EMPLOYERS* UABILRY ANY OFFICERAMEMBERREEXCLUDED? ECUTIVE Y (Mandatory In NH) If yes, describe wider DESCRIPTION OF OPERATIONS below N / A TGW900000201 10131/2016 10131/2017 X PER1 TUTE ETH E.L EACH ACCIDENT S 1,000,000 EL DISEASE - EA EMPLOYEE S 1,000,000 E.L DISEASE- POUCY LIMIT 0 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS! VEHICLES (ACORO 101, Additional Remarks Schedule, may be attached If more space Is required) COVERAGE PROVIDED FOR ALL LEASED EMPLOYEES, BUT NOT SUBCONTRACTORS OF, SEMINOLE DESIGN -BUILD, INC. EFFECTIVE 04/26/17 CERTIFICATE HOLDER CANCELLATION City of Okeechobee 55 SE 3rd Ave Okeechobee, FL 34974 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AlailiRIZEKIZEITA 18 ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Statutes & Constitution :View Statutes : Online Sunshine Page 28 of 35 the joint or multiagency agreement. This exemption does not apply to information obtained or developed by the office that would otherwise be available for public inspection if the office had conducted an independent examination or investigation under Florida law. History.—s. 1, ch. 97-185; s. 1, ch. 2001-108; ss. 1, 2, ch. 2004-62; s. 7, ch. 2004-335; ss. 32, 33, ch. 2005-251; s. 1, ch. 2006-199; s. 1, ch. 2007-94; ss. 1, 2, ch. 2009-153; s. 1, ch. 2011-88; s. 7, ch. 2013-18; s. 1, ch. 2015-32; s. 9, ch. 2016-10; s. 1, ch. 2016-28. Note.— A. Additional exemptions from the application of this section appear in the General Index to the Florida Statutes under the heading "Public Records." B. Former s. 119.07(6)(aa), (cc). 119.0713 Local government agency exemptions from inspection or copying of public records.— (1) All complaints and other records in the custody of any unit of local government which relate to a complaint of discrimination relating to race, color, religion, sex, national origin, age, handicap, marital status, sate or rental of housing, the provision of brokerage services, or the financing of housing are exempt from s. 119.07(1) and s. 24(a), Art. 1 of the State Constitution until a finding is made relating to probable cause, the investigation of the complaint becomes inactive, or the complaint or other record is made part of the official record of any hearing or court proceeding. This provision does not affect any function or activity of the Florida Commission on Human Relations. Any state or federal agency that is authorized to access such complaints or records by any provision of law shall be granted such access in the furtherance of such agency's statutory duties. This subsection does not modify or repeal any special or local act. (2)(a) As used in this subsection, the term "unit of local government" means a county, municipality, special district, local agency, authority, consolidated city -county government, or any other local governmental body or public body corporate or politic authorized or created by general or special law. (b) The audit report of an internal auditor and the investigative report of the inspector general prepared for or on behalf of a unit of local government becomes a public record when the audit or investigation becomes final. An audit or investigation becomes final when the audit report or investigative report is presented to the unit of local government. Audit workpapers and notes related to such audit and information received, produced, or derived from an investigation are confidential and exempt from s. 119.07(1) and s. 24(a), Art. 1 of the State Constitution until the audit or investigation is complete and the audit report becomes final or when the investigation is no longer active. An investigation is active if it is continuing with a reasonable, good faith anticipation of resolution and with reasonable dispatch. (3) Any data, record, or document used directly or solely by a municipally owned utility to prepare and submit a bid relative to the sale, distribution, or use of any service, commodity, or tangible personal property to any customer or prospective customer is exempt from s. 119.07(1) and s. 24(a), Art. I of the State Constitution. This exemption commences when a municipal utility identifies in writing a specific bid to which it intends to respond. This exemption no longer applies after the contract for sale, distribution, or use of the service, commodity, or tangible personal property is executed, a decision is made not to execute such contract, or the project is no longer under active consideration. The exemption in this subsection includes the bid documents actually furnished in response to the request for bids. However, the exemption for the bid documents submitted no longer applies after the bids are opened by the customer or prospective customer. (4)(a) Proprietary confidential business information means information, regardless of form or characteristics, which is held by an electric utility that is subject to chapter 119, is intended to be and is treated by the entity that provided the information to the electric utility as private in that the http://www. leg.state. fl.us/Statutes/index.cfm?App_mode=Display_Statute&... 2/16/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 29 of 35 disclosure of the information would cause harm to the entity providing the information or its business operations, and has not been disclosed unless disclosed pursuant to a statutory provision, an order of a court or administrative body, or a private agreement that provides that the information will not be released to the public. Proprietary confidential business information includes, but is not limited to: 1. Trade secrets. 2. Internal auditing controls and reports of internal auditors. 3. Security measures, systems, or procedures. 4. Information concerning bids or other contractual data, the disclosure of which would impair the efforts of the electric utility to contract for goods or services on favorable terms. 5. Information relating to competitive interests, the disclosure of which would impair the competitive business of the provider of the information. (b) Proprietary confidential business information held by an electric utility that is subject to chapter 119 in conjunction with a due diligence review of an electric project as defined in s. 163.01(3)(d) or a project to improve the delivery, cost, or diversification of fuel or renewable energy resources is confidential and exempt from s. 119.07(1) and s. 24(a), Art. 1 of the State Constitution. (c) All proprietary confidential business information described in paragraph (b) shall be retained for 1 year after the due diligence review has been completed and the electric utility has decided whether or not to participate in the project. (d) This subsection is subject to the Open Government Sunset Review Act in accordance with s. 119.15, and shall stand repealed on October 2, 2018, unless reviewed and saved from repeal through reenactment by the Legislature. (5)(a) The following information held by a utility owned or operated by a unit of local government is exempt from s. 119.07(1) and s. 24(a), Art. 1 of the State Constitution: 1. Information related to the security of the technology, processes, or practices of a utility owned or operated by a unit of local government that are designed to protect the utility's networks, computers, programs, and data from attack, damage, or unauthorized access, which information, if disclosed, would facilitate the alteration, disclosure, or destruction of such data or information technology resources. 2. Information related to the security of existing or proposed information technology systems or industrial control technology systems of a utility owned or operated by a unit of local government, which, if disclosed, would facilitate unauthorized access to, and alteration or destruction of, such systems in a manner that would adversely impact the safe and reliable operation of the systems and the utility. (b) This exemption applies to such information held by a utility owned or operated by a unit of local government before, on, or after the effective date of this exemption. (c) This subsection is subject to the Open Government Sunset Review Act in accordance with s. 119.15 and shall stand repealed on October 2, 2021, unless reviewed and saved from repeal through reenactment by the Legislature. History.—s. 1, ch. 86-21; s. 24, ch. 95-398; s. 1, ch. 95-399; s. 1, ch. 96-230; s. 1, ch. 2001-87; ss. 1, 2, ch. 2003-110; s. 7, ch. 2004-335; ss. 34, 35, 36, ch. 2005-251; ss. 3, 5, ch. 2008-57; s. 1, ch. 2011-87; s. 1, ch. 2013-143; s. 1, ch. 2016-47; s. 2, ch. 2016-95. Note.— A. Additional exemptions from the application of this section appear in the General Index to the Florida Statutes under the heading "Public Records." B. Former s. 119.07(6)(p), (y), (z), (hh). 119.0714 Court files; court records; official records.— http://www. leg.state.fl.us/Statutes/index.cfm?App_mode=Display_Statute&... 2/16/2017 a; Statutes & Constitution :View Statutes : Online Sunshine Page 16 of 70 Nothing in this section shall be construed to require the state or any county, city, or political subdivision thereof, or other public authority, to allow the contractor to withdraw the whole or any portion of the amount retained for payments to the contractor except pursuant to the terms of the contract. History.—s. 1, ch. 70-70; s. 1, ch. 74-253; s. 5, ch. 92-87; s. 274, ch. 2003-261. 255.0525 Advertising for competitive bids or proposals.— (1) The solicitation of competitive bids or proposals for any state construction project that is projected to cost more than $200,000 shall be publicly advertised once in the Florida Administrative Register at least 21 days prior to the established bid opening. For state construction projects that are projected to cost more than $500,000, the advertisement shall be published in the Florida Administrative Register at least 30 days prior to the established bid opening and at least once in a newspaper of general circulation in the county where the project is located at least 30 days prior to the established bid opening and at least 5 days prior to any scheduled prebid conference. The bids or proposals shall be received and opened publicly at the location, date, and time established in the bid or proposal advertisement. In cases of emergency, the Secretary of Management Services may alter the procedures required in this section in any manner that is reasonable under the emergency circumstances. (2) The solicitation of competitive bids or proposals for any county, municipality, or other political subdivision construction project that is projected to cost more than $200,000 shall be publicly advertised at least once in a newspaper of general circulation in the county where the project is located at least 21 days prior to the established bid opening and at least 5 days prior to any scheduled prebid conference. The solicitation of competitive bids or proposals for any county, municipality, or other political subdivision construction project that is projected to cost more than $500,000 shall be publicly advertised at least once in a newspaper of general circulation in the county where the project is located at least 30 days prior to the established bid opening and at least 5 days prior to any scheduled prebid conference. Bids or proposals shall be received and opened at the location, date, and time established in the bid or proposal advertisement. In cases of emergency, the procedures required in this section may be altered by the local governmental entity in any manner that is reasonable under the emergency circumstances. (3) If the location, date, or time of the bid opening changes, written notice of the change must be given, as soon as practicable after the change is made, to all persons who are registered to receive any addenda to the plans and specifications. (4) A construction project may not be divided into more than one project for the purpose of evading the requirements in this section. (5) As used in this section, the term "emergency" means an unexpected turn of events that causes: (a) An immediate danger to the public health or safety; (b) An immediate danger of loss of public or private property; or (c) An interruption in the delivery of an essential governmental service. History.—s. 26, ch. 95-196; s. 40, ch. 95-269; s. 21, ch. 2013-14. 255.065 Public-private partnerships; public records and public meetings exemptions.— (1) DEFINITIONS.—As used in this section, the term: (a) "Affected local jurisdiction" means a county, municipality, or special district in which all or a portion of a qualifying project is located. (b) "Develop" means to plan, design, finance, lease, acquire, install, construct, or expand. http://www.leg. state. fl.us/statutes/index. cfm?App_mode=Di splay_Statute&... 2/16/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 17 of 70 (c) "Fees" means charges imposed by the private entity of a qualifying project for use of all or a portion of such qualifying project pursuant to a comprehensive agreement. (d) "Lease payment" means any form of payment, including a land lease, by a public entity to the private entity of a qualifying project for the use of the project. (e) "Material default" means a nonperformance of its duties by the private entity of a qualifying project which jeopardizes adequate service to the public from the project. (f) "Operate" means to finance, maintain, improve, equip, modify, or repair. (g) "Private entity" means any natural person, corporation, general partnership, limited liability company, limited partnership, joint venture, business trust, public benefit corporation, nonprofit entity, or other private business entity. (h) "Proposal" means a plan for a qualifying project with detail beyond a conceptual level for which terms such as fixing costs, payment schedules, financing, deliverables, and project schedule are defined. (i) "Qualifying project" means: 1. A facility or project that serves a public purpose, including, but not limited to, any ferry or mass transit facility, vehicle parking facility, airport or seaport facility, rail facility or project, fuel supply facility, oil or gas pipeline, medical or nursing care facility, recreational facility, sporting or cultural facility, or educational facility or other building or facility that is used or will be used by a public educational institution, or any other public facility or infrastructure that is used or will be used by the public at large or in support of an accepted public purpose or activity; 2. An improvement, including equipment, of a building that will be principally used by a public entity or the public at large or that supports a service delivery system in the public sector; 3. A water, wastewater, or surface water management facility or other related infrastructure; or 4. Notwithstanding any provision of this section, for projects that involve a facility owned or operated by the governing board of a county, district, or municipal hospital or health care system, or projects that involve a facility owned or operated by a municipal electric utility, only those projects that the governing board designates as qualifying projects pursuant to this section. (j) "Responsible public entity" means a county, municipality, school district, special district, or any other political subdivision of the state; a public body corporate and politic; or a regional entity that serves a public purpose and is authorized to develop or operate a qualifying project. (k) "Revenues" means the income, earnings, user fees, lease payments, or other service payments relating to the development or operation of a qualifying project, including, but not limited to, money received as grants or otherwise from the Federal Government, a public entity, or an agency or instrumentality thereof in aid of the qualifying project. (l) "Service contract" means a contract between a responsible public entity and the private entity which defines the terms of the services to be provided with respect to a qualifying project. (2) LEGISLATIVE FINDINGS AND INTENT.—The Legislature finds that there is a public need for the construction or upgrade of facilities that are used predominantly for public purposes and that it is in the public's interest to provide for the construction or upgrade of such facilities. (a) The Legislature also finds that: 1. There is a public need for timely and cost-effective acquisition, design, construction, improvement, renovation, expansion, equipping, maintenance, operation, implementation, or installation of projects serving a public purpose, including educational facilities, transportation facilities, water or wastewater management facilities and infrastructure, technology infrastructure, roads, highways, bridges, and other public infrastructure and government facilities within the state http://www. leg.state.fl.us/statutes/index.cfm?App_mode=Display_ Statute&... 2/16/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 18 of 70 which serve a public need and purpose, and that such public need may not be wholly satisfied by existing procurement methods. 2. There are inadequate resources to develop new educational facilities, transportation facilities, water or wastewater management facilities and infrastructure, technology infrastructure, roads, highways, bridges, and other public infrastructure and government facilities for the benefit of residents of this state, and that a public-private partnership has demonstrated that it can meet the needs by improving the schedule for delivery, lowering the cost, and providing other benefits to the public. 3. There may be state and federal tax incentives that promote partnerships between public and private entities to develop and operate qualifying projects. 4. A procurement under this section serves the public purpose of this section if such procurement facilitates the timely development or operation of a qualifying project. (b) It is the intent of the Legislature to encourage investment in the state by private entities; to facilitate various bond financing mechanisms, private capital, and other funding sources for the development and operation of qualifying projects, including expansion and acceleration of such financing to meet the public need; and to provide the greatest possible flexibility to public and private entities contracting for the provision of public services. (3) PROCUREMENT PROCEDURES.—A responsible public entity may receive unsolicited proposals or may solicit proposals for a qualifying project and may thereafter enter into a comprehensive agreement with a private entity, or a consortium of private entities, for the building, upgrading, operating, ownership, or financing of facilities. (a)1. The responsible public entity may establish a reasonable application fee for the submission of an unsolicited proposal under this section. 2. A private entity that submits an unsolicited proposal to a responsible public entity must concurrently pay an initial application fee, as determined by the responsible public entity. Payment must be made by cash, cashier's check, or other noncancelable instrument. Personal checks may not be accepted. 3. If the initial application fee does not cover the responsible public entity's costs to evaluate the unsolicited proposal, the responsible public entity must request in writing the additional amounts required. The private entity must pay the requested additional amounts within 30 days after receipt of the notice. The responsible public entity may stop its review of the unsolicited proposal if the private entity fails to pay the additional amounts. 4. If the responsible public entity does not evaluate the unsolicited proposal, the responsible public entity must return the application fee. 5. If the responsible public entity chooses to evaluate an unsolicited proposal involving architecture, engineering, or landscape architecture, it must ensure a professional review and evaluation of the design and construction proposed by the initial or subsequent proposers to assure material quality standards, interior space utilization, budget estimates, design and construction schedules, and sustainable design and construction standards consistent with public projects. Such review shall be performed by an architect, a landscape architect, or an engineer licensed in this state qualified to perform the review, and such professional shall advise the responsible public entity through completion of the design and construction of the project. (b) The responsible public entity may request a proposal from private entities for a qualifying project or, if the responsible public entity receives an unsolicited proposal for a qualifying project and the responsible public entity intends to enter into a comprehensive agreement for the project described in the unsolicited proposal, the responsible public entity shall publish notice in the Florida http ://www.leg. state. fl.us/statutes/index. cfm?App_mode=Display_Statute&... 2/16/2017 ' ' Page7� Statutes & :View Statutes : Online Sunshine 19 of '_ Administrative Register and a newspaper of general circulation at Least once a week for 2 weeks stating that the responsible public entity has received a proposal and will accept other proposals for the same project. The timeframe within which the responsible public entity may accept other proposals shall be determined by the responsible pubLic entity on a project -by -project basis based upon the comptexity of the quaufying projectproject and the public benefit to be gained by allowing a longer or shorter period of time within which other proposals may be received; however, the timeframe for aUowing other proposats must be at least 21 days, but no more than 120 days, after the initiat date of pubtication. If approved by a majority vote of the responsible public entity's governing body, the responsible pubLic entity may atter the timeframe for accepting proposals to more adequately suit the needs of the qualifying project. A copy of the notice must be maited to each local government in the affected area. (c) If the solicited qualifying project provided in paragraph (b) inc(udes design work, the solicitation must include a design criteria package prepared by an architect, a\andscape architect, or an engineer licensed in this state which is sufficient to allow private entities to prepare a bid or a response. The design criteria package must specify reasonably specific criteria for the qualifying project such as the legal description of the site, with survey information; interior space requirements; material quality standards; schematic layouts and conceptual design criteria for the quatifying project; cost or budget estimates; design and construction schedules; and site deveLopment and utility requirements. The licensed design professional who prepares the design criteria package shall be retained to serve the responsible public entity through completion of the design and construction of the project. (d) Before approving a comprehensive agreement, the responsibLe pubLic entity must determine that the proposed project: 1. Is in the public's best interest. 2. Is for a faciLity that is owned by the responsible public entity or for a facility for which ownership wiU be conveyed to the responsibLe pubtic entity. 3. Has adequate safeguards in place to ensure that additional costs or service disruptions are not imposed on the public in the event of material default or cancellation of the comprehensive agreement by the responsibte pubtic entity. 4. Has adequate safeguards in place to ensure that the responsible pubLic entity or private entity has the opportunity to add capacity to the proposed pr'ectorotherfncihtiessenvingsinniiarpredominantiy public purposes. 5. Will be owned by the responsible public entity upon completion, expiration, or termination of the comprehensive agreement and upon payment of the amounts financed. (e) Before signing a comprehensive agreement, the responsible public entity must consider a reasonable finance plan that is consistent with subsection (9); the qualifying project cost; revenues by source; available financing; major assumptions; internat rate of return on private investments, if governmentaL funds are assumed in order todeliver n cost'feasibieproject; and a total cash-flow anatysis beginning with the implementation of the project and extending for the term of the comprehensive agreement. (f) In considering an unsolicited proposal, the responsibLe pubLic entity may require from the private entity a technical study prepared by a nationally recognized expert with experience in preparing anaLysis for bond rating agencies. In evaLuating the technicaL study, the responsibte pubLic entity may rely upon internal staff reports prepared by personnel familiar with the operation ofsimilar facilities or the advice of external advisors or consultants who have relevant experience. �++� �z S1�t8.fl�0 ' ,,^ 2/16/2017 ^^^�^'``````^^~�^ -^ ----'----'--- ---' -r�—--- —�~--- Statutes & Constitution :View Statutes : Online Sunshine Page 20 of 70 (4) PROJECT APPROVAL REQUIREMENTS.—An unsolicited proposal from a private entity for approval of a qualifying project must be accompanied by the following material and information, unless waived by the responsible public entity: (a) A description of the qualifying project, including the conceptual design of the facilities or a conceptual plan for the provision of services, and a schedule for the initiation and completion of the qualifying project. (b) A description of the method by which the private entity proposes to secure the necessary property interests that are required for the qualifying project. (c) A description of the private entity's general plans for financing the qualifying project, including the sources of the private entity's funds and the identity of any dedicated revenue source or proposed debt or equity investment on behalf of the private entity. (d) The name and address of a person who may be contacted for additional information concerning the proposal. (e) The proposed user fees, lease payments, or other service payments over the term of a comprehensive agreement, and the methodology for and circumstances that would allow changes to the user fees, lease payments, and other service payments over time. (f) Additional material or information that the responsible public entity reasonably requests. Any pricing or financial terms included in an unsolicited proposal must be specific as to when the pricing or terms expire. (5) PROJECT QUALIFICATION AND PROCESS.— (a) The private entity, or the applicable party or parties of the private entity's team, must meet the minimum standards contained in the responsible public entity's guidelines for qualifying professional services and contracts for traditional procurement projects. (b) The responsible public entity must: 1. Ensure that provision is made for the private entity's performance and payment of subcontractors, including, but not limited to, surety bonds, letters of credit, parent company guarantees, and lender and equity partner guarantees. For the components of the qualifying project which involve construction performance and payment, bonds are required and are subject to the recordation, notice, suit limitation, and other requirements of s. 255.05. 2. Ensure the most efficient pricing of the security package that provides for the performance and payment of subcontractors. 3. Ensure that the comprehensive agreement addresses termination upon a material default of the comprehensive agreement. (c) After the public notification period has expired in the case of an unsolicited proposal, the responsible public entity shall rank the proposals received in order of preference. In ranking the proposals, the responsible public entity may consider factors that include, but are not limited to, professional qualifications, general business terms, innovative design techniques or cost -reduction terms, and finance plans. The responsible public entity may then begin negotiations for a comprehensive agreement with the highest -ranked firm. If the responsible public entity is not satisfied with the results of the negotiations, the responsible public entity may terminate negotiations with the proposer and negotiate with the second -ranked or subsequent -ranked firms, in the order consistent with this procedure. If only one proposal is received, the responsible public entity may negotiate in good faith, and if the responsible public entity is not satisfied with the results of the negotiations, the responsible public entity may terminate negotiations with the proposer. Notwithstanding this paragraph, the http://www.leg. state.fl.us/statutes/index.cfm?App_mode=Display_Statute&... 2/16/2017 ^ Statutes & Constitution :View : Online Sunshine Page 21 of 70 responsible pubLic entity may reject reject aU proposats at any point point in the process untit a contract with the proposer is executed. (d) The responsible public entity shall perform an independent analysis of the proposed public- private partnership which demonstrates the cost-effectiveness and overatL pubtic benefit before the procurement process is initiated or before the contract is awarded. (e) The responsible public entity may approve the development or operation of an educational facility, a transportation facility, a water or wastewater management faciUty or related infrastructure, a techno(ogy infrastructure or other public infrastructure, or a government facitity needed by the responsible public entity asaqualifying project, orthedesignoreguippingofaquaUfyingprojectthot is deve(oped or operated, f: 1. There is a public need for or benefit derived from a project of the type that the private entity proposes asthe qualifying project. 2. The estimated cost of the quatifyinging pr'ectis reasonable in relation tosimilar facilities. 3. The private entity's plans will result in the timely acquisition, design, construction, improvement, renovation, expansion, equipping, maintenance, or operation of the quatifying project. (f) The responsible public entity may charge a reasonable fee to cover the costs of processing, reviewing, and evaluating the request, including, but not limited to, reasonabte attorney fees and fees for financial and technical advisors or consultants and for other necessary advisors or consultants. (g) Upon approval of a qualifying project, the responsible public entity shall establish a date for the commencement of activities related to the quaufying project. The responsibLe pubLic entity may extend the commencement date. (h) Approval of a qualifying project by the responsible public entity is subject to entering into a comprehensive agreement with the private entity. (6) INTERIM AGREEMENT.—Before or in connection with the negotiation of a comprehensive agreement, the responsible public entity may enter into an interim agreement with the private entity proposing the development oroperation ofthe qualifying project. Anintehmnagreementdoesno1 obligate the responsible public entity to enter into a comprehensive agreement. The interim agreement is discretionary with the parties and is not required on a qualifying project for which the parties may proceed directly 1oa comprehensive agreement without the need for an interim agreement. An interim agreement must be Umited to provisions that: (a) Authorize the private entity to commence activities for which it may be compensated related to the proposed qualifying project, including, but not Limited to, project planning and development, design, environmental analysis and mitigation, survey, other activities concerning any part of the proposed qualifying project, and ascertaining the avaiLabitity of financing for the proposed facility or facilities. (b) Establish the process and timing of the negotiation of the compreherisive agreement. (c) Contain such other provisions related to an aspect of the deveLopment or operation of a qualifying project that the responsible pubtic entity and the private entity deem appropriate. (7) COMPREHENSIVE AGREEMENT.— (a) Before devetoping or operating the quaLifying project, the private entity must enter into a comprehensive agreement with the responsible public entity. The comprehensive agreement must provide for: 1. Delivery of performance and payment bonds, letters of credit, or other security acceptable to the responsible public entity in connection with the development or operation of the qualifying project in ��t� �"� 3t��Q,fl , ' _, 2/16/2017 -.,�'' - - ...-_�' --'_----'_____- -__ ,^-- ^ ~-- Statutes & Constitution :View Statutes : Online Sunshine Page 22 of 70 the form and amount satisfactory to the responsible public entity. For the components of the qualifying project which involve construction, the form and amount of the bonds must comply with s. 255.05. 2. Review of the design for the qualifying project by the responsible public entity and, if the design conforms to standards acceptable to the responsible public entity, the approval of the responsible public entity. This subparagraph does not require the private entity to complete the design of the qualifying project before the execution of the comprehensive agreement. 3. Inspection of the qualifying project by the responsible public entity to ensure that the private entity's activities are acceptable to the responsible public entity in accordance with the comprehensive agreement. 4. Maintenance of a policy of public liability insurance, a copy of which must be filed with the responsible public entity and accompanied by proofs of coverage, or self-insurance, each in the form and amount satisfactory to the responsible public entity and reasonably sufficient to ensure coverage of tort liability to the public and employees and to enable the continued operation of the qualifying project. 5. Monitoring by the responsible public entity of the maintenance practices to be performed by the private entity to ensure that the qualifying project is properly maintained. 6. Periodic filing by the private entity of the appropriate financial statements that pertain to the qualifying project. 7. Procedures that govern the rights and responsibilities of the responsible public entity and the private entity in the course of the construction and operation of the qualifying project and in the event of the termination of the comprehensive agreement or a material default by the private entity. The procedures must include conditions that govern the assumption of the duties and responsibilities of the private entity by an entity that funded, in whole or part, the qualifying project or by the responsible public entity, and must provide for the transfer or purchase of property or other interests of the private entity by the responsible public entity. 8. Fees, lease payments, or service payments. In negotiating user fees, the fees must be the same for persons using the facility under like conditions and must not materially discourage use of the qualifying project. The execution of the comprehensive agreement or a subsequent amendment is conclusive evidence that the fees, lease payments, or service payments provided for in the comprehensive agreement comply with this section. Fees or lease payments established in the comprehensive agreement as a source of revenue may be in addition to, or in lieu of, service payments. 9. Duties of the private entity, including the terms and conditions that the responsible public entity determines serve the public purpose of this section. (b) The comprehensive agreement may include: 1. An agreement by the responsible public entity to make grants or loans to the private entity from amounts received from the federal, state, or local government or an agency or instrumentality thereof. 2. A provision under which each entity agrees to provide notice of default and cure rights for the benefit of the other entity, including, but not limited to, a provision regarding unavoidable delays. 3. A provision that terminates the authority and duties of the private entity under this section and dedicates the qualifying project to the responsible public entity or, if the qualifying project was initially dedicated by an affected local jurisdiction, to the affected local jurisdiction for public use. (8) FEES.—A comprehensive agreement entered into pursuant to this section may authorize the private entity to impose fees to members of the public for the use of the facility. The following provisions apply to the comprehensive agreement: http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&... 2/16/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 23 of 70 (a) The responsible public entity may develop new facilities or increase capacity in existing facilities through a comprehensive agreement with a private entity. (b) The comprehensive agreement must ensure that the facility is properly operated, maintained, or improved in accordance with standards set forth in the comprehensive agreement. (c) The responsible public entity may lease existing fee -for -use facilities through a comprehensive agreement. (d) Any revenues must be authorized by and applied in the manner set forth in the comprehensive agreement. (e) A negotiated portion of revenues from fee -generating uses may be returned to the responsible public entity over the life of the comprehensive agreement. (9) FINANCING.— (a) A private entity may enter into a private -source financing agreement between financing sources and the private entity. A financing agreement and any liens on the property or facility must be paid in full at the applicable closing that transfers ownership or operation of the facility to the responsible public entity at the conclusion of the term of the comprehensive agreement. (b) The responsible public entity may lend funds to private entities that construct projects containing facilities that are approved under this section. (c) The responsible public entity may use innovative finance techniques associated with a public- private partnership under this section, including, but not limited to, federal loans as provided in Titles 23 and 49 C.F.R., commercial bank loans, and hedges against inflation from commercial banks or other private sources. In addition, the responsible public entity may provide its own capital or operating budget to support a qualifying project. The budget may be from any legally permissible funding sources of the responsible public entity, including the proceeds of debt issuances. A responsible public entity may use the model financing agreement provided in s. 489.145(6) for its financing of a facility owned by a responsible public entity. A financing agreement may not require the responsible public entity to indemnify the financing source, subject the responsible public entity's facility to liens in violation of s. 11.066(5), or secure financing of the responsible public entity by a mortgage on, or security interest in, the real or tangible personal property of the responsible public entity in a manner that could result in the loss of the fee ownership of the property by the responsible public entity, and any such provision is void. (10) POWERS AND DUTIES OF THE PRIVATE ENTITY.— (a) The private entity shall: 1. Develop or operate the qualifying project in a manner that is acceptable to the responsible public entity in accordance with the provisions of the comprehensive agreement. 2. Maintain, or provide by contract for the maintenance or improvement of, the qualifying project if required by the comprehensive agreement. 3. Cooperate with the responsible public entity in making best efforts to establish interconnection between the qualifying project and any other facility or infrastructure as requested by the responsible public entity in accordance with the provisions of the comprehensive agreement. 4. Comply with the comprehensive agreement and any lease or service contract. (b) Each private facility that is constructed pursuant to this section must comply with the requirements of federal, state, and local laws; state, regional, and local comprehensive plans; the responsible public entity's rules, procedures, and standards for facilities; and such other conditions that the responsible public entity determines to be in the public's best interest and that are included in the comprehensive agreement. http://www.leg. state.fl.us/statutes/index.cfm?App_mode=Display_ Statute&... 2/16/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 25 of 70 (c) This section does not affect any agreement or existing relationship with a supporting organization involving such governing body or system in effect as of January 1, 2013. (d) This section provides an alternative method and does not limit a county, municipality, special district, or other political subdivision of the state in the procurement or operation of a qualifying project pursuant to other statutory or constitutional authority. (e) Except as otherwise provided in this section, this section does not amend existing laws by granting additional powers to, or further restricting, a local governmental entity from regulating and entering into cooperative arrangements with the private sector for the planning, construction, or operation of a facility. (f) This section does not waive any requirement of s. 287.055. (15) PUBLIC RECORDS AND PUBLIC MEETINGS EXEMPTIONS.— (a) As used in this subsection, the term "competitive solicitation" has the same meaning as provided in s. 119.071(1). (b)1. An unsolicited proposal received by a responsible public entity is exempt from s. 119.07(1) and s. 24(a), Art. I of the State Constitution until such time as the responsible public entity provides notice of an intended decision for a qualifying project. 2. If the responsible public entity rejects all proposals submitted pursuant to a competitive solicitation for a qualifying project and such entity concurrently provides notice of its intent to seek additional proposals for such project, the unsolicited proposal remains exempt until the responsible public entity provides notice of an intended decision concerning the reissued competitive solicitation for the qualifying project or until the responsible public entity withdraws the reissued competitive solicitation for such project. 3. An unsolicited proposal is exempt for no longer than 90 days after the initial notice by the responsible public entity rejecting all proposals. (c) If the responsible public entity does not issue a competitive solicitation for a qualifying project, the unsolicited proposal ceases to be exempt 180 days after receipt of the unsolicited proposal by such entity. (d)1. Any portion of a meeting of a responsible public entity during which an unsolicited proposal that is exempt is discussed is exempt from s. 286.011 and s. 24(b), Art. I of the State Constitution. 2.a. A complete recording must be made of any portion of an exempt meeting. No portion of the exempt meeting may be held off the record. b. The recording of, and any records generated during, the exempt meeting are exempt from s. 119.07(1) and s.'24(a), Art. I of the State Constitution until such time as the responsible public entity provides notice of an intended decision for a qualifying project or 180 days after receipt of the unsolicited proposal by the responsible public entity if such entity does not issue a competitive solicitation for the project. c. If the responsible public entity rejects all proposals and concurrently provides notice of its intent to reissue a competitive solicitation, the recording and any records generated at the exempt meeting remain exempt from s. 119.07(1) and s. 24(a), Art. I of the State Constitution until such time as the responsible public entity provides notice of an intended decision concerning the reissued competitive solicitation or until the responsible public entity withdraws the reissued competitive solicitation for such project. d. A recording and any records generated during an exempt meeting are exempt for no longer than 90 days after the initial notice by the responsible public entity rejecting all proposals. http://www.leg.state.fl.us/statutes/index.cfm?App mode=Display_Statute&... 2/16/2017 Statutes & Constitution :View Statutes : Online Sunshine . • Page 24of70 (c) The responsible public entity may provide services to the private entity. An agreement for maintenance and other services entered into pursuant to this section must provide for full reimbursement for services rendered for qualifying projects. (d) A private entity of a qualifying project may provide additional services for the qualifying project to the public or to other private entities if the provision of additional services does not impair the private entity's ability to meet its commitments to the responsible public entity pursuant to the comprehensive agreement. (11) EXPIRATION OR TERMINATION OF AGREEMENTS.—Upon the expiration or termination of a comprehensive agreement, the responsible public entity may use revenues from the qualifying project to pay current operation and maintenance costs of the qualifying project. If the private entity materially defaults under the comprehensive agreement, the compensation that is otherwise due to the private entity is payable to satisfy all financial obligations to investors and lenders on the qualifying project in the same way that is provided in the comprehensive agreement or any other agreement involving the qualifying project, if the costs of operating and maintaining the qualifying project are paid in the normal course. Revenues in excess of the costs for operation and maintenance costs may be paid to the investors and lenders to satisfy payment obligations under their respective agreements. A responsible public entity may terminate with cause and without prejudice a comprehensive agreement and may exercise any other rights or remedies that may be available to it in accordance with the provisions of the comprehensive agreement. The full faith and credit of the responsible public entity may not be pledged to secure the financing of the private entity. The assumption of the development or operation of the qualifying project does not obligate the responsible public entity to pay any obligation of the private entity from sources other than revenues from the qualifying project unless stated otherwise in the comprehensive agreement. (12) SOVEREIGN IMMUNITY.—This section does not waive the sovereign immunity of a responsible public entity, an affected local jurisdiction, or an officer or employee thereof with respect to participation in, or approval of, any part of a qualifying project or its operation, including, but not limited to, interconnection of the qualifying project with any other infrastructure or project. A county or municipality in which a qualifying project is located possesses sovereign immunity with respect to the project, including, but not limited to, its design, construction, and operation. (13) DEPARTMENT OF MANAGEMENT SERVICES.— (a) A responsible public entity may provide a copy of its comprehensive agreement to the Department of Management Services. A responsible public entity must redact any confidential or exempt information from the copy of the comprehensive agreement before providing it to the Department of Management Services. (b) The Department of Management Services may accept and maintain copies of comprehensive agreements received from responsible public entities for the purpose of sharing comprehensive agreements with other responsible public entities. (c) This subsection does not require a responsible public entity to provide a copy of its comprehensive agreement to the Department of Management Services. (14) CONSTRUCTION.— (a) This section shall be liberally construed to effectuate the purposes of this section. (b) This section shall be construed as cumulative and supplemental to any other authority or power vested in or exercised by the governing body of a county, municipality, special district, or municipal hospital or health care system including those contained in acts of the Legislature. http://www.leg.state.fl.us/statutes/index.cfm?App mode=Display_Statute&... 2/16/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 26 of 70 (e) This subsection is subject to the Open Government Sunset Review Act in accordance with s. 119.15 and shall stand repealed on October 2, 2021, unless reviewed and saved from repeal through reenactment by the Legislature. History.—s. 2, ch. 2013-223; s. 1, ch. 2016-153; s. 1, ch. 2016-154. Note.—Former s. 287.05712. 255.0705 Popular name.—Sections 255.0705-255.078 may be cited as the "Florida Prompt Payment Act." History.—s. 4, ch. 2005-230. 255.071 Payment of subcontractors, sub -subcontractors, materialmen, and suppliers on construction contracts for public projects.— (1) Any person, firm, or corporation who receives a payment from the state or any county, city, or political subdivision of the state, or other public authority, for the construction of a public building, for the prosecution and completion of a public work, or for repairs upon a public building or public work shall pay, in accordance with the contract terms, the undisputed contract obligations for labor, services, or materials provided on account of such improvements. (2) The failure to pay any undisputed obligations for such labor, services, or materials within 30 days after the date the labor, services, or materials were furnished and payment for such labor, services, or materials became due, or within the time limitations set forth in s. 255.073(3), whichever last occurs, shall entitle any person providing such labor, services, or materials to the procedures specified in subsection (3) and the remedies provided in subsection (4). (3) Any person providing labor, services, or materials for the construction of a public building, for the prosecution and completion of a public work, or for repairs upon a public building or public work improvements to real property may file a verified complaint alleging: (a) The existence of a contract for providing such labor, services, or materials to improve real property. (b) A description of the labor, services, or materials provided and alleging that the labor, services, or materials were provided in accordance with the contract. (c) The amount of the contract price. (d) The amount, if any, paid pursuant to the contract. (e) The amount that remains unpaid pursuant to the contract and the amount thereof that is undisputed. (f) That the undisputed amount has remained due and payable pursuant to the contract for more than 30 days after the date the labor or services were accepted or the materials were received. (g) That the person against whom the complaint was filed has received payment on account of the labor, services, or materials described in the complaint and, as of the date the complaint was filed, has failed to make payment within the time limitations set forth in s. 255.073(3). (4) After service of the complaint, the court shall conduct an evidentiary hearing on the complaint, upon not less than 15 days' written notice. The person providing labor, services, or materials is entitled to the following remedies to the extent of the undisputed amount due for labor or services performed or materials supplied, and upon proof of each allegation in the complaint: (a) An accounting of the use of any such payment from the person who received such payment. (b) A temporary injunction against the person who received the payment, subject to the bond requirements specified in the Florida Rules of Civil Procedure. http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&... 2/16/2017 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Florida Senate - 2017 SB 534 By Senator Perry 8-00450B-17 2017534 A bill to be entitled An act relating to public works projects; creating s. 255.0992, F.S.; providing definitions; prohibiting the state and political subdivisions that contract for public works projects from imposing restrictive conditions on certain contractors, subcontractors, or material suppliers or carriers; prohibiting the state and political subdivisions from restricting qualified bidders from submitting bids or being awarded contracts; providing applicability; providing an effective date. Be It Enacted by the Legislature of the State of Florida: Section 1. Section 255.0992, Florida Statutes, is created to read: 255.0992 Public works projects; prohibited governmental actions.— (1) As used in this section, the term: (a) "Political subdivision" means a separate agency or unit of local government created or established by law or ordinance and the officers thereof. The term includes, but is not limited to, a county; a city, town, or other municipality; or a department, commission, authority, school district, taxing district, water management district, board, public corporation, institution of higher education, or other public agency or body thereof authorized to expend public funds for construction, maintenance, repair, or improvement of public works. (b) "Public works project" means an activity that is paid for in whole or in part with state funds and that consists of the construction, maintenance, repair, renovation, remodeling, or improvement of a building, road, street, sewer, storm drain, Page 1 of 2 CODING: Words strickcn are deletions; words underlined are additions. : r ez_1 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 Florida Senate - 2017 SB 534 8-00450B-17 2017534_ water system, site development, irrigation system, reclamation project, gas or electrical distribution system, gas or electrical substation, or other facility, project, or portion thereof that is owned in whole or in part by any political subdivision. (2)(a) Except as required by federal or state law, the state or any political subdivision that contracts for a public works project may not require that a contractor, subcontractor, or material supplier or carrier engaged in such project: 1. Pay employees a predetermined amount of wages or prescribe any wage rate; 2. Provide employees a specified type, amount, or rate of employee benefits; 3. Control, limit, or expand staffing; or 4. Recruit, train, or hire employees from a designated, restricted, or single source. (b) The state or any political subdivision that contracts for a public works project may not prohibit any contractor, subcontractor, or material supplier or carrier able to perform such work who is qualified, licensed, or certified as required by state law to perform such work from submitting a bid on the public works project or being awarded any contract, subcontract, material order, or carrying order. (3) This section does not apply to contracts executed under chapter 337. Section 2. This act shall take effect July 1, 2017. Page 2 of 2 CODING: Words strickcn are deletions; words underlined are additions. 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine 255.0525 Advertising for competitive bids or proposals.— (1) The solicitation of competitive bids or proposals for any state construction project that is projected to cost more than $200,000 shall be publicly advertised once in the Florida Administrative Register at least 21 days prior to the established bid opening. For state construction projects that are projected to cost more than $500,000, the advertisement shall be published in the Florida Administrative Register at least 30 days prior to the established bid opening and at least once in a newspaper of general circulation in the county where the project is located at least 30 days prior to the established bid opening and at least 5 days prior to any scheduled prebid conference. The bids or proposals shall be received and opened publicly at the location, date, and time established in the bid or proposal advertisement. In cases of emergency, the Secretary of Management Services may alter the procedures required in this section in any manner that is reasonable under the emergency circumstances. (2) The solicitation of competitive bids or proposals for any county, municipality, or other political subdivision construction project that is projected to cost more than $200,000 shall be publicly advertised at least once in a newspaper of general circulation in the county where the project is located at least 21 days prior to the established bid opening and at least 5 days prior to any scheduled prebid conference. The solicitation of competitive bids or proposals for any county, municipality, or other political subdivision construction project that is projected to cost more than $500,000 shall be publicly advertised at least once in a newspaper of general circulation in the county where the project is located at least 30 days prior to the established bid opening and at least 5 days prior to any scheduled prebid conference. Bids or proposals shall be received and opened at the location, date, and time established in the bid or proposal advertisement. In cases of emergency, the procedures required in this section may be altered by the local governmental entity in any manner that is reasonable under the emergency circumstances. (3) If the location, date, or time of the bid opening changes, written notice of the change must be given, as soon as practicable after the change is made, to all persons who are registered to receive any addenda to the plans and specifications. (4) A construction project may not be divided into more than one project for the purpose of evading the requirements in this section. (5) As used in this section, the term "emergency" means an unexpected turn of events that causes: (a) An immediate danger to the public health or safety; (b) An immediate danger of loss of public or private property; or (c) An interruption in the delivery of an essential governmental service. History.—s. 26, ch. 95-196; s. 40, ch. 95-269; s. 21, ch. 2013-14. httpj/www.leg.state.fl.us/statutes/index.cfm?App mode=Display Statute&URL=0200-0299/0255/0255.html 1/1 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 7 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.05 Bond of contractor constructing public buildings; form; action by claimants.— (1) A person entering into a formal contract with the state or any county, city, or political subdivision thereof, or other public authority or private entity, for the construction of a public building, for the prosecution and completion of a public work, or for repairs upon a public building or public work shall be required, before commencing the work or before recommencing the work after a default or abandonment, to execute and record in the public records of the county where the improvement is located, a payment and performance bond with a surety insurer authorized to do business in this state as surety. A public entity may not require a contractor to secure a surety bond under this section from a specific agent or bonding company. (a) The bond must state on its front page: 1. The name, principal business address, and phone number of the contractor, the surety, the owner of the property being improved, and, if different from the owner, the contracting public entity. 2. The contract number assigned by the contracting public entity. 3. The bond number assigned by the surety. 4. A description of the project sufficient to identify it, such as a legal description or the street address of the property being improved, and a general description of the improvement. (b) Before commencing the work or before recommencing the work after a default or abandonment, the contractor shall provide to the public entity a certified copy of the recorded bond. Notwithstanding the terms of the contract or any other law governing prompt payment for construction services, the public entity may not make a payment to the contractor until the contractor has complied with this paragraph. This paragraph applies to contracts entered into on or after October 1, 2012. (c) The bond shall be conditioned upon the contractor's performance of the construction work in the time and manner prescribed in the contract and promptly making payments to all persons defined in s. 713.01 who furnish labor, services, or materials for the prosecution of the work provided for in the contract. A claimant may apply to the governmental entity having charge of the work for copies of the contract and bond and shall thereupon be furnished with a copy of the contract and the recorded bond. The claimant shall have a cause of action against the contractor and surety for the amount due him or her, including unpaid finance charges due under the claimant's contract. Such action may not involve the public authority in any expense. (d) When the work is done for the state and the contract is for $100,000 or less, no payment and performance bond shall be required. At the discretion of the official or board awarding such contract when such work is done for any county, city, political subdivision, or public authority, a person entering into such a contract that is for $200,000 or less may be exempted from executing the payment and performance bond. When such work is done for the state, the Secretary of Management Services may http://www.leg.state.fl.us/statutes/index.cfm?App mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 7 delegate to state agencies the authority to exempt any person entering into such a contract amounting to more than $100,000 but less than $200,000 from executing the payment and performance bond. If an exemption is granted, the officer or official is not personally liable to persons suffering loss because of granting such exemption. The Department of Management Services shall maintain information on the number of requests by state agencies for delegation of authority to waive the bond requirements by agency and project number and whether any request for delegation was denied and the justification for the denial. (e) Any provision in a payment bond issued on or after October 1, 2012, furnished for public work contracts as provided by this subsection which further restricts the classes of persons protected by the bond, which restricts the venue of any proceeding relating to such bond, which limits or expands the effective duration of the bond, or which adds conditions precedent to the enforcement of a claim against the bond beyond those provided in this section is unenforceable. (f) The Department of Management Services shall adopt rules with respect to all contracts for $200,000 or less, to provide: 1. Procedures for retaining up to 10 percent of each request for payment submitted by a contractor and procedures for determining disbursements from the amount retained on a pro rata basis to laborers, materialmen, and subcontractors, as defined in s. 713.01. 2. Procedures for requiring certification from laborers, materialmen, and subcontractors, as defined in s. 713.01, before final payment to the contractor that such laborers, materialmen, and subcontractors have no claims against the contractor resulting from the completion of the work provided for in the contract. The state is not liable to any laborer, materialman, or subcontractor for any amounts greater than the pro rata share as determined under this section. (g)1. The amount of the bond shall equal the contract price, except that for a contract in excess of $250 million, if the state, county, municipality, political subdivision, or other public entity finds that a bond in the amount of the contract price is not reasonably available, the public owner shall set the amount of the bond at the largest amount reasonably available, but not less than $250 million. 2. For construction -management or design -build contracts, if the public owner does not include in the bond amount the cost of design or other nonconstruction services, the bond may not be conditioned on performance of such services or payment to persons furnishing such services. Notwithstanding paragraphs (c) and (e), such a bond may exclude persons furnishing such services from the classes of persons protected by the bond. (2)(a)1. If a claimant is no longer furnishing labor, services, or materials on a project, a contractor or the contractor's agent or attorney may elect to shorten the time within which an action to enforce any claim against a payment bond must be commenced by recording in the clerk's office a notice in substantially the following form: NOTICE OF CONTEST OF CLAIM AGAINST PAYMENT BOND To: (Name and address of claimant) You are notified that the undersigned contests your notice of nonpayment, dated , , and served on the undersigned on , , and that the time within which you may file suit to enforce your claim is limited to 60 days after the date of service of this notice. http://www.leg.state. fl.us/statutes/index.cfm?App_mode=Display_ Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 3 of 7 DATED on , Signed: (Contractor or Attorney) The claim of a claimant upon whom such notice is served and who fails to institute a suit to enforce his or her claim against the payment bond within 60 days after service of such notice shall be extinguished automatically. The contractor or the contractor's attorney shall serve a copy of the notice of contest to the claimant at the address shown in the notice of nonpayment or most recent amendment thereto and shall certify to such service on the face of the notice and record the notice. 2. A claimant, except a laborer, who is not in privity with the contractor shall, before commencing or not later than 45 days after commencing to furnish labor, services, or materials for the prosecution of the work, furnish the contractor with a written notice that he or she intends to look to the bond for protection. A claimant who is not in privity with the contractor and who has not received payment for his or her labor, services, or materials shall deliver to the contractor and to the surety written notice of the performance of the labor or delivery of the materials or supplies and of the nonpayment. The notice of nonpayment shall be served during the progress of the work or thereafter but may not be served earlier than 45 days after the first furnishing of labor, services, or materials or later than 90 days after the final furnishing of the labor, services, or materials by the claimant or, with respect to rental equipment, not later than 90 days after the date that the rental equipment was last on the job site available for use. Any notice of nonpayment served by a claimant who is not in privity with the contractor which includes sums for retainage must specify the portion of the amount claimed for retainage. An action for the labor, materials, or supplies may not be instituted against the contractor or the surety unless the notice to the contractor and notice of nonpayment have been served, if required by this section. Notices required or permitted under this section shall be served in accordance with s. 713.18. A claimant may not waive in advance his or her right to bring an action under the bond against the surety. In any action brought to enforce a claim against a payment bond under this section, the prevailing party is entitled to recover a reasonable fee for the services of his or her attorney for trial and appeal or for arbitration, in an amount to be determined by the court, which fee must be taxed as part of the prevailing party's costs, as allowed in equitable actions. The time periods for service of a notice of nonpayment or for bringing an action against a contractor or a surety shall be measured from the last day of furnishing labor, services, or materials by the claimant and may not be measured by other standards, such as the issuance of a certificate of occupancy or the issuance of a certificate of substantial completion. (b) When a person is required to execute a waiver of his or her right to make a claim against the payment bond in exchange for, or to induce payment of, a progress payment, the waiver may be in substantially the following form: WAIVER OF RIGHT TO CLAIM AGAINST THE PAYMENT BOND (PROGRESS PAYMENT) The undersigned, in consideration of the sum of $ , hereby waives its right to claim against the payment bond for labor, services, or materials furnished through (insert date) to (insert the name of your customer) on the job of (insert the name of the owner) , for improvements to the following described project: (description of project) http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute& S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 4 of 7 This waiver does not cover any retention or any labor, services, or materials furnished after the date specified. DATED ON , . (Claimant) By: (c) When a person is required to execute a waiver of his or her right to make a claim against the payment bond, in exchange for, or to induce payment of, the final payment, the waiver may be in substantially the following form: WAIVER OF RIGHT TO CLAIM AGAINST THE PAYMENT BOND (FINAL PAYMENT) The undersigned, in consideration of the final payment in the amount of $ , hereby waives its right to claim against the payment bond for labor, services, or materials furnished to (insert the name of your customer) on the job of (insert the name of the owner) , for improvements to the following described project: (description of project) DATED ON , . (Claimant) By: (d) A person may not require a claimant to furnish a waiver that is different from the forms in paragraphs (b) and (c). (e) A claimant who executes a waiver in exchange for a check may condition the waiver on payment of the check. (f) A waiver that is not substantially similar to the forms in this subsection is enforceable in accordance with its terms. (3) The bond required in subsection (1) may be in substantially the following form: PUBLIC CONSTRUCTION BOND Bond No. (enter bond number) BY THIS BOND, We , as Principal and , a corporation, as Surety, are bound to , herein called Owner, in the sum of $ , for payment of which we bind ourselves, our heirs, personal representatives, successors, and assigns, jointly and severally. THE CONDITION OF THIS BOND is that if Principal: 1. Performs the contract dated , , between Principal and Owner for construction of , the contract being made a part of this bond by reference, at the times and in the manner prescribed in the contract; and 2. Promptly makes payments to all claimants, as defined in Section 255.05(1), Florida Statutes, supplying Principal with labor, materials, or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in the contract; and 3. Pays Owner all losses, damages, expenses, costs, and attorney's fees, including appellate proceedings, that Owner sustains because of a default by Principal under the contract; and http://www.leg. state. fl.us/statutes/index.cfm?App_mode=Display_Statute& S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 5 of 7 4. Performs the guarantee of all work and materials furnished under the contract for the time specified in the contract, then this bond is void; otherwise it remains in full force. Any action instituted by a claimant under this bond for payment must be in accordance with the notice and time limitation provisions in Section 255.05(2), Florida Statutes. Any changes in or under the contract documents and compliance or noncompliance with any formalities connected with the contract or the changes does not affect Surety's obligation under this bond. DATED ON , . (Name of Principal) By (As Attorney in Fact) (Name of Surety) (4) The payment bond provisions of all bonds required by subsection (1) shall be construed and deemed statutory payment bonds furnished pursuant to this section and such bonds shall not under any circumstances be converted into common law bonds. (5) In addition to the provisions of chapter 47, any action authorized under this section may be brought in the county in which the public building or public work is being constructed or repaired. This subsection shall not apply to an action instituted prior to May 17, 1977. (6) All payment bond forms used by a public owner and all payment bonds executed pursuant to this section by a surety shall make reference to this section by number, shall contain reference to the notice and time limitation provisions in subsections (2) and (10), and shalt comply with the requirements of paragraph (1)(a). (7) In lieu of the bond required by this section, a contractor may file with the state, county, city, or other political authority an alternative form of security in the form of cash, a money order, a certified check, a cashier's check, an irrevocable letter of credit, or a security of a type listed in part II of chapter 625. Any such alternative form of security shall be for the same purpose and be subject to the same conditions as those applicable to the bond required by this section. The determination of the value of an alternative form of security shall be made by the appropriate state, county, city, or other political subdivision. (8) When a contractor has furnished a payment bond pursuant to this section, he or she may, when the state, county, municipality, political subdivision, or other public authority makes any payment to the contractor or directly to a claimant, serve a written demand on any claimant who is not in privity with the contractor for a written statement under oath of his or her account showing the nature of the labor or services performed and to be performed, if any; the materials furnished; the materials to be furnished, if known; the amount paid on account to date; the amount due; and the amount to become due, if known, as of the date of the statement by the claimant. Any such demand to a claimant who is not in privity with the contractor must be served on the claimant at the address and to the attention of any person who is designated to receive the demand in the notice to contractor served by the claimant. The failure or refusal to furnish the statement does not deprive the claimant of his or her rights under the bond if the demand is not served at the address of the claimant or directed to the attention of the person designated to receive the demand in the notice to contractor. The failure to furnish the statement within 30 days after the demand, or the furnishing of a false or fraudulent statement, deprives the claimant who fails to furnish the statement, or who furnishes the false or fraudulent statement, of his or her rights under the bond. If the contractor serves more than one demand for http://www.leg. state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 6 of 7 statement of account on a claimant and none of the information regarding the account has changed since the claimant's last response to a demand, the failure or refusal to furnish such statement does not deprive the claimant of his or her rights under the bond. The negligent inclusion or omission of any information deprives the claimant of his or her rights under the bond to the extent that the contractor can demonstrate prejudice from such act or omission by the claimant. The failure to furnish a response to a demand for statement of account does not affect the validity of any claim on the bond being enforced in a lawsuit filed before the date the demand for statement of account is received by the claimant. (9) On any public works project for which the public authority requires a performance and payment bond, suits at law and in equity may be brought and maintained by and against the public authority on any contract claim arising from breach of an express provision or an implied covenant of a written agreement or a written directive issued by the public authority pursuant to the written agreement. In any such suit, the public authority and the contractor shalt have all of the same rights and obligations as a private person under a like contract except that no liability may be based on an oral modification of either the written contract or written directive. Nothing herein shall be construed to waive the sovereign immunity of the state and its political subdivisions from equitable claims and equitable remedies. The provisions of this subsection shall apply only to contracts entered into on or after July 1, 1999. (10) An action, except an action for recovery of retainage, must be instituted against the contractor or the surety on the payment bond or the payment provisions of a combined payment and performance bond within 1 year after the performance of the labor or completion of delivery of the materials or supplies. An action for recovery of retainage must be instituted against the contractor or the surety within 1 year after the performance of the labor or completion of delivery of the materials or supplies; however, such an action may not be instituted until one of the following conditions is satisfied: (a) The public entity has paid out the claimant's retainage to the contractor, and the time provided under s. 218.735 or s. 255.073(3) for payment of that retainage to the claimant has expired; (b) The claimant has completed all work required under its contract and 70 days have passed since the contractor sent its final payment request to the public entity; or (c) At least 160 days have passed since reaching substantial completion of the construction services purchased, as defined in the contract, or if not defined in the contract, since reaching beneficial occupancy or use of the project. (d) The claimant has asked the contractor, in writing, for any of the following information and the contractor has failed to respond to the claimant's request, in writing, within 10 days after receipt of the request: 1. Whether the project has reached substantial completion, as that term is defined in the contract, or if not defined in the contract, if beneficial occupancy or use of the project has occurred. 2. Whether the contractor has received payment of the claimant's retainage, and if so, the date the retainage was received by the contractor. 3. Whether the contractor has sent its final payment request to the public entity, and if so, the date on which the final payment request was sent. If none of the conditions described in paragraph (a), paragraph (b), paragraph (c), or paragraph (d) is satisfied and an action for recovery of retainage cannot be instituted within the 1 -year limitation period set forth in this subsection, this limitation period shall be extended until 120 days after one of these conditions is satisfied. http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_ Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 7 of 7 (11) When a contractor furnishes and records a payment and performance bond for a public works project in accordance with this section and provides the public authority with a written consent from the surety regarding the project or payment in question, the public authority may not condition its payment to the contractor on the production of a release, waiver, or like documentation from a claimant demonstrating that the claimant does not have an outstanding claim against the contractor, the surety, the payment bond, or the public authority for payments due on labor, services, or materials furnished on the public works project. The surety may, in a writing served on the public authority, revoke its consent or direct that the public authority withhold a specified amount from a payment, which shall be effective upon receipt. This subsection applies to contracts entered into on or after October 1, 2012. History. -s. 1, ch. 6867, 1915; RGS 3533; s. 1, ch. 10035, 1925; CGL 5397; s. 1, ch. 59-491; s. 1, ch. 63-437; s. 1, ch. 71-47; ss. 1, 2, ch. 77-40; s. 1, ch. 77-78; s. 1, ch. 77-81; s. 1, ch. 80-32; s. 1, ch. 80-54; s. 1, ch. 82-196; s. 2, ch. 84-288; s. 2, ch. 85-130; s. 2, ch. 88-397; s. 21, ch. 90-109; s. 4, ch. 91-162; s. 176, ch. 92-279; s. 2, ch. 92-286; s. 55, ch. 92-326; s. 1, ch. 93- 96; s. 5, ch. 94-322; s. 849, ch. 95-148; s. 25, ch. 95-196; s. 1, ch. 97-219; s. 1, ch. 98-135; s. 20, ch. 99-6; s. 33, ch. 99-13; s. 4, ch. 99-345; s. 2, ch. 99-386; s. 2, ch. 2001-118; s. 3, ch. 2001-211; s. 1, ch. 2005-218; s. 1, ch. 2005-227; s. 13, ch. 2005- 230; s. 1, ch. 2007-159; s. 1, ch. 2007-221; s. 2, ch. 2012-211. Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state. fl.us/statutes/index.cfm?App_mode=Display_Statute& S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 1 Title XVIII Chapter 255 PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED PROPERTY BUILDINGS 255.051 Public bids; check or draft as good faith deposit.—Whenever any form of bid of the state or any county or municipality thereof or any department or agency of the state, county or municipality or any other public body or institution shalt specify that a good faith deposit shall be made by way of a certified check accompanying such bid, such requirement shall be satisfied by the bidder depositing in lieu of such certified check a cashier's check, treasurer's check or bank draft of any national or state bank. History.—s. 1, ch. 27999, 1953. View Entire Chapter Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfm?App mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 1 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.0515 Bids for state contracts; substitution of subcontractors.—With respect to state contracts let pursuant to competitive bidding, whether under chapter 1013, relating to educational facilities, or this chapter, relating to public buildings, the contractor shall not remove or replace subcontractors listed in the bid subsequent to the lists being made public at the bid opening, except upon good cause shown. History.—s. 1, ch. 78-389; s. 928, ch. 2002-387. Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg. state. fl.us/statutes/index. cfm?App_mode=Di splay_Statute& S ... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 1 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.0516 Bid protests by educational boards.—With respect to state contracts and bids pursuant to competitive bidding, whether under chapter 1013, relating to educational facilities, or under this chapter, relating to public buildings, if a school board, a community college board of trustees, or a state university board of trustees uses procedures pursuant to chapter 120 for bid protests, the board may require the protestor to post a bond amounting to: (1) Twenty-five thousand dollars or 2 percent of the lowest accepted bid, whichever is greater, for projects valued over $500,000; and (2) Five percent of the lowest accepted bid for all other projects, conditioned upon payment of all costs and fees which may be adjudged against the protestor in the administrative hearing. If at the hearing the agency prevails, it shall recover all costs and attorney's fees from the protestor; if the protestor prevails, the protestor shall recover from the agency all costs and attorney's fees. History.—s. 27, ch. 95-269; s. 929, ch. 2002-387. Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfm?App mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 2 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.0517 Owner -controlled insurance programs for public construction projects.— (1) DEFINITIONS.—As used in this section, the term: (a) "Owner -controlled insurance program" means a consolidated insurance program or series of insurance policies issued to a public agency that may provide one or more of the following types of insurance coverage for any contractor or subcontractor working at specified or multiple contracted work sites of a public construction project: general liability, property damage excluding coverage for damage to real property, workers' compensation, employer's liability, or pollution liability coverage. (b) "Specified contracted work site" means construction being performed during one or more fiscal years at one site or a series of contiguous sites separated only by a street, roadway, waterway, or railroad right-of-way or along a single continuous system. (c) "Multiple contracted work site" means construction being performed at multiple sites during one or more fiscal years that is part of an ongoing capital infrastructure improvement program or involves the construction of one or more public schools. (d) "Capital infrastructure improvement program" means a public agency program involving the construction of a public service, system, facility, or other public work, including, but not limited to, potable water, wastewater, reclaimed water, stormwater, drainage, streets or roads, intermodal transportation, electric service, gas service, airport services, or seaport services, and services, systems, facilities, or other public works incidental thereto. (2) PURCHASE REQUIREMENTS.—A state agency, political subdivision, state university, community college, airport authority, or other public agency in this state, or any instrumentality thereof, may only purchase an owner -controlled insurance program in connection with a public construction project if it is determined necessary and in the best interest of the public agency and if all of the following conditions are met: (a) The estimated total cost of the project is: 1. Seventy-five million dollars or more; 2. Thirty million dollars or more, if the project is for the construction or renovation of two or more public schools during a fiscal year; or 3. Ten million dollars or more, if the project is for the construction or renovation of one public school, regardless of whether the project's duration extends beyond a fiscal year. (b) The program maintains completed operations insurance coverage for a term during which the coverage is reasonably commercially available, as determined by the public agency, but for no less than 10 years. http://www.leg. state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1 /5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 2 (c) The bid or proposal specifications for the project clearly specify, for all bidders or proposers, the insurance coverage provided under the program and the minimum safety requirements that must be met. (d) The program does not prohibit a contractor or subcontractor from purchasing any additional insurance coverage that the contractor or subcontractor believes is necessary for protection against any liability arising out of the contract. The cost of the additional insurance must be disclosed to the public agency. (e) The program does not include surety insurance. (f) The public agency may only purchase an owner -controlled insurance policy that has a deductible or self-insured retention if the deductible or self-insured retention does not exceed $1 million per occurrence. Contractors, including any owner or principal acting as a general contractor, and subcontractors performing work under a construction project insured by an owner -controlled insurance program are not required to individually satisfy eligibility requirements for large deductible workers' compensation rating plans. Such contractors and subcontractors may combine their payrolls under the owner -controlled insurance program for workers' compensation coverage as long as the minimum deductible for the construction project is $100,000 or more and the standard estimated premium for the construction project is $500,000 or more. (g) The public agency is responsible for payment of the applicable deductibles of all claims. (3) CAPITAL INFRASTRUCTURE IMPROVEMENT PROGRAM.—The construction of a single public agency service, system, facility, or other public work may not be combined with the construction of another public agency service, system, facility, or other public work to satisfy the amount specified in subparagraph (2)(a)1. unless the multiple services, systems, facilities, or other public works are part of: (a) A capital infrastructure improvement program that will be performed under a single prime contract; or (b) An interrelated capital infrastructure improvement program that interconnects the housing or transportation of persons or cargo arriving via an airport or seaport, and the combined estimated costs of the construction projects exceed $125 million. (4) EXEMPTIONS.—This section does not apply to the following projects: (a) Any project of the Department of Transportation which is authorized under s. 337.11; (b) Any existing project or projects of a public agency which are the subject of an ongoing, owner - controlled insurance program issued before October 1, 2004; (c) Any project of a public agency which is advertised by the public agency before October 1, 2004, for the purpose of receiving bids or proposals for the project; or (d) Any project or projects of a public agency which are committed to an ongoing, owner -controlled insurance program issued before October 1, 2007. History.—s. 1, ch. 2004-377; s. 1, ch. 2007-218. Copyright o 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www. leg. state. fl.us/statutes/index.cfm?App_mode=Display_ Statute&S... 1 /5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 1 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.0518 Public bids; bid opening.—Notwithstanding s. 119.071(1)(b), the state or any county or municipality thereof or any department or agency of the state, county, or municipality or any other public body or institution shall: (1) When opening sealed bids or the portion of any sealed bids that include the prices submitted that are received pursuant to a competitive solicitation for construction or repairs on a public building or public work, open the sealed bids at a public meeting conducted in compliance with s. 286.011. (2) Announce at that meeting the name of each bidder and the price submitted in the bid. (3) Make available upon request the name of each bidder and the price submitted in the bid. History.—s. 2, ch. 2012-13; s. 3, ch. 2012-211. Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 1 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.052 Substitution of securities for amounts retained on public contracts.— (1) Under any contract made or awarded by the state or any county, city, or political subdivision thereof, or other public authority, the contractor may, from time to time, withdraw the whole or any portion of the amount retained for payments to the contractor pursuant to the terms of the contract, upon depositing with the Chief Financial Officer: (a) United States Treasury bonds, United States Treasury notes, United States Treasury certificates of indebtedness, or United States Treasury bills; (b) Bonds or notes of the State of Florida; or (c) Bonds of any political subdivision in the state; or (d) Cash delivered to the State Treasury for the Treasury Cash Deposit Trust Fund; or (e) Certificates of deposit from state or national banks or state or federal savings and loan associations in the state. Certificates of deposit shall possess the eligibility characteristics defined in s. 625.52. No amount shall be withdrawn in excess of the market value of the securities listed in paragraphs (a), (b), and (c) at the time of withdrawal or of the par value of such securities, whichever is lower. (2) The Chief Financial Officer shall regularly collect all interest or income on the obligations so deposited, and shall pay the same, when and as collected, to the contractor who deposited the obligations. If the deposit is in the form of coupon bonds, the Chief Financial Officer shall deliver each coupon as it matures to the contractor. (3) Any amount deducted by the state or by any county, city, or political subdivision thereof, or by other public authority, pursuant to the terms of the contract, from the amounts retained for payments due the contractor shall be deducted, first from that portion of the amounts retained for which no security has been substituted, then from the proceeds of any deposited security. In the latter case, the contractor shall be entitled to receive interest, coupons, or income only from those securities which remain after such amount has been deducted. Nothing in this section shall be construed to require the state or any county, city, or political subdivision thereof, or other public authority, to allow the contractor to withdraw the whole or any portion of the amount retained for payments to the contractor except pursuant to the terms of the contract. History.—s. 1, ch. 70-70; s. 1, ch. 74-253; s. 5, ch. 92-87; s. 274, ch. 2003-261. Copyright O 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg. state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 2 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.0525 Advertising for competitive bids or proposals.— (1) The solicitation of competitive bids or proposals for any state construction project that is projected to cost more than $200,000 shall be publicly advertised once in the Florida Administrative Register at least 21 days prior to the established bid opening. For state construction projects that are projected to cost more than $500,000, the advertisement shall be published in the Florida Administrative Register at least 30 days prior to the established bid opening and at least once in a newspaper of general circulation in the county where the project is located at least 30 days prior to the established bid opening and at least 5 days prior to any scheduled prebid conference. The bids or proposals shall be received and opened publicly at the location, date, and time established in the bid or proposal advertisement. In cases of emergency, the Secretary of Management Services may alter the procedures required in this section in any manner that is reasonable under the emergency circumstances. (2) The solicitation of competitive bids or proposals for any county, municipality, or other political subdivision construction project that is projected to cost more than $200,000 shall be publicly advertised at least once in a newspaper of general circulation in the county where the project is located at least 21 days prior to the established bid opening and at least 5 days prior to any scheduled prebid conference. The solicitation of competitive bids or proposals for any county, municipality, or other political subdivision construction project that is projected to cost more than $500,000 shall be publicly advertised at least once in a newspaper of general circulation in the county where the project is located at least 30 days prior to the established bid opening and at least 5 days prior to any scheduled prebid conference. Bids or proposals shall be received and opened at the location, date, and time established in the bid or proposal advertisement. In cases of emergency, the procedures required in this section may be altered by the local governmental entity in any manner that is reasonable under the emergency circumstances. (3) If the location, date, or time of the bid opening changes, written notice of the change must be given, as soon as practicable after the change is made, to all persons who are registered to receive any addenda to the plans and specifications. (4) A construction project may not be divided into more than one project for the purpose of evading the requirements in this section. (5) As used in this section, the term "emergency" means an unexpected turn of events that causes: (a) An immediate danger to the public health or safety; (b) An immediate danger of loss of public or private property; or (c) An interruption in the delivery of an essential governmental service. History.—s. 26, ch. 95-196; s. 40, ch. 95-269; s. 21, ch. 2013-14. http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 2 Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_ Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 10 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.065 Public-private partnerships; public records and public meetings exemptions.— (1) DEFINITIONS.—As used in this section, the term: (a) "Affected local jurisdiction" means a county, municipality, or special district in which all or a portion of a qualifying project is located. (b) "Develop" means to plan, design, finance, lease, acquire, install, construct, or expand. (c) "Fees" means charges imposed by the private entity of a qualifying project for use of all or a portion of such qualifying project pursuant to a comprehensive agreement. (d) "Lease payment" means any form of payment, including a land tease, by a public entity to the private entity of a qualifying project for the use of the project. (e) "Material default" means a nonperformance of its duties by the private entity of a qualifying project which jeopardizes adequate service to the public from the project. (f) "Operate" means to finance, maintain, improve, equip, modify, or repair. (g) "Private entity" means any natural person, corporation, general partnership, limited liability company, limited partnership, joint venture, business trust, public benefit corporation, nonprofit entity, or other private business entity. (h) "Proposal" means a plan for a qualifying project with detail beyond a conceptual level for which terms such as fixing costs, payment schedules, financing, deliverables, and project schedule are defined. (i) "Qualifying project" means: 1. A facility or project that serves a public purpose, including, but not limited to, any ferry or mass transit facility, vehicle parking facility, airport or seaport facility, rail facility or project, fuel supply facility, oil or gas pipeline, medical or nursing care facility, recreational facility, sporting or cultural facility, or educational facility or other building or facility that is used or will be used by a public educational institution, or any other public facility or infrastructure that is used or will be used by the public at large or in support of an accepted public purpose or activity; 2. An improvement, including equipment, of a building that will be principally used by a public entity or the public at large or that supports a service delivery system in the public sector; 3. A water, wastewater, or surface water management facility or other related infrastructure; or 4. Notwithstanding any provision of this section, for projects that involve a facility owned or operated by the governing board of a county, district, or municipal hospital or health care system, or projects that involve a facility owned or operated by a municipal electric utility, only those projects that the governing board designates as qualifying projects pursuant to this section. http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 10 (j) "Responsible public entity" means a county, municipality, school district, special district, or any other political subdivision of the state; a public body corporate and politic; or a regional entity that serves a public purpose and is authorized to develop or operate a qualifying project. (k) "Revenues" means the income, earnings, user fees, lease payments, or other service payments relating to the development or operation of a qualifying project, including, but not limited to, money received as grants or otherwise from the Federal Government, a public entity, or an agency or instrumentality thereof in aid of the qualifying project. (l) "Service contract" means a contract between a responsible public entity and the private entity which defines the terms of the services to be provided with respect to a qualifying project. (2) LEGISLATIVE FINDINGS AND INTENT.—The Legislature finds that there is a public need for the construction or upgrade of facilities that are used predominantly for public purposes and that it is in the public's interest to provide for the construction or upgrade of such facilities. (a) The Legislature also finds that: 1. There is a public need for timely and cost-effective acquisition, design, construction, improvement, renovation, expansion, equipping, maintenance, operation, implementation, or installation of projects serving a public purpose, including educational facilities, transportation facilities, water or wastewater management facilities and infrastructure, technology infrastructure, roads, highways, bridges, and other public infrastructure and government facilities within the state which serve a public need and purpose, and that such public need may not be wholly satisfied by existing procurement methods. 2. There are inadequate resources to develop new educational facilities, transportation facilities, water or wastewater management facilities and infrastructure, technology infrastructure, roads, highways, bridges, and other public infrastructure and government facilities for the benefit of residents of this state, and that a public-private partnership has demonstrated that it can meet the needs by improving the schedule for delivery, lowering the cost, and providing other benefits to the public. 3. There may be state and federal tax incentives that promote partnerships between public and private entities to develop and operate qualifying projects. 4. A procurement under this section serves the public purpose of this section if such procurement facilitates the timely development or operation of a qualifying project. (b) It is the intent of the Legislature to encourage investment in the state by private entities; to facilitate various bond financing mechanisms, private capital, and other funding sources for the development and operation of qualifying projects, including expansion and acceleration of such financing to meet the public need; and to provide the greatest possible flexibility to public and private entities contracting for the provision of public services. (3) PROCUREMENT PROCEDURES.—A responsible public entity may receive unsolicited proposals or may solicit proposals for a qualifying project and may thereafter enter into a comprehensive agreement with a private entity, or a consortium of private entities, for the building, upgrading, operating, ownership, or financing of facilities. (a)1. The responsible public entity may establish a reasonable application fee for the submission of an unsolicited proposal under this section. 2. A private entity that submits an unsolicited proposal to a responsible public entity must concurrently pay an initial application fee, as determined by the responsible public entity. Payment must be made by cash, cashier's check, or other noncancelable instrument. Personal checks may not be accepted. http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_ Statute&S... 1 /5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 3 of 10 3. If the initial application fee does not cover the responsible public entity's costs to evaluate the unsolicited proposal, the responsible public entity must request in writing the additional amounts required. The private entity must pay the requested additional amounts within 30 days after receipt of the notice. The responsible public entity may stop its review of the unsolicited proposal if the private entity fails to pay the additional amounts. 4. If the responsible public entity does not evaluate the unsolicited proposal, the responsible public entity must return the application fee. 5. If the responsible public entity chooses to evaluate an unsolicited proposal involving architecture, engineering, or landscape architecture, it must ensure a professional review and evaluation of the design and construction proposed by the initial or subsequent proposers to assure material quality standards, interior space utilization, budget estimates, design and construction schedules, and sustainable design and construction standards consistent with public projects. Such review shall be performed by an architect, a landscape architect, or an engineer licensed in this state qualified to perform the review, and such professional shall advise the responsible public entity through completion of the design and construction of the project. (b) The responsible public entity may request a proposal from private entities for a qualifying project or, if the responsible public entity receives an unsolicited proposal for a qualifying project and the responsible public entity intends to enter into a comprehensive agreement for the project described in the unsolicited proposal, the responsible public entity shall publish notice in the Florida Administrative Register and a newspaper of general circulation at least once a week for 2 weeks stating that the responsible public entity has received a proposal and will accept other proposals for the same project. The timeframe within which the responsible public entity may accept other proposals shall be determined by the responsible public entity on a project -by -project basis based upon the complexity of the qualifying project and the public benefit to be gained by allowing a longer or shorter period of time within which other proposals may be received; however, the timeframe for allowing other proposals must be at least 21 days, but no more than 120 days, after the initial date of publication. If approved by a majority vote of the responsible public entity's governing body, the responsible public entity may alter the timeframe for accepting proposals to more adequately suit the needs of the qualifying project. A copy of the notice must be mailed to each local government in the affected area. (c) If the solicited qualifying project provided in paragraph (b) includes design work, the solicitation must include a design criteria package prepared by an architect, a landscape architect, or an engineer licensed in this state which is sufficient to allow private entities to prepare a bid or a response. The design criteria package must specify reasonably specific criteria for the qualifying project such as the legal description of the site, with survey information; interior space requirements; material quality standards; schematic layouts and conceptual design criteria for the qualifying project; cost or budget estimates; design and construction schedules; and site development and utility requirements. The licensed design professional who prepares the design criteria package shall be retained to serve the responsible public entity through completion of the design and construction of the project. (d) Before approving a comprehensive agreement, the responsible public entity must determine that the proposed project: 1. Is in the public's best interest. 2. Is for a facility that is owned by the responsible public entity or for a facility for which ownership will be conveyed to the responsible public entity. http://www.leg. state. fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 4 of 10 3. Has adequate safeguards in place to ensure that additional costs or service disruptions are not imposed on the public in the event of material default or cancellation of the comprehensive agreement by the responsible public entity. 4. Has adequate safeguards in place to ensure that the responsible public entity or private entity has the opportunity to add capacity to the proposed project or other facilities serving similar predominantly public purposes. 5. Will be owned by the responsible public entity upon completion, expiration, or termination of the comprehensive agreement and upon payment of the amounts financed. (e) Before signing a comprehensive agreement, the responsible public entity must consider a reasonable finance plan that is consistent with subsection (9); the qualifying project cost; revenues by source; available financing; major assumptions; internal rate of return on private investments, if governmental funds are assumed in order to deliver a cost -feasible project; and a total cash-flow analysis beginning with the implementation of the project and extending for the term of the comprehensive agreement. (f) In considering an unsolicited proposal, the responsible public entity may require from the private entity a technical study prepared by a nationally recognized expert with experience in preparing analysis for bond rating agencies. In evaluating the technical study, the responsible public entity may rely upon internal staff reports prepared by personnel familiar with the operation of similar facilities or the advice of external advisors or consultants who have relevant experience. (4) PROJECT APPROVAL REQUIREMENTS.—An unsolicited proposal from a private entity for approval of a qualifying project must be accompanied by the following material and information, unless waived by the responsible public entity: (a) A description of the qualifying project, including the conceptual design of the facilities or a conceptual plan for the provision of services, and a schedule for the initiation and completion of the qualifying project. (b) A description of the method by which the private entity proposes to secure the necessary property interests that are required for the qualifying project. (c) A description of the private entity's general plans for financing the qualifying project, including the sources of the private entity's funds and the identity of any dedicated revenue source or proposed debt or equity investment on behalf of the private entity. (d) The name and address of a person who may be contacted for additional information concerning the proposal. (e) The proposed user fees, lease payments, or other service payments over the term of a comprehensive agreement, and the methodology for and circumstances that would allow changes to the user fees, lease payments, and other service payments over time. (f) Additional material or information that the responsible public entity reasonably requests. Any pricing or financial terms included in an unsolicited proposal must be specific as to when the pricing or terms expire. (5) PROJECT QUALIFICATION AND PROCESS.— (a) The private entity, or the applicable party or parties of the private entity's team, must meet the minimum standards contained in the responsible public entity's guidelines for qualifying professional services and contracts for traditional procurement projects. (b) The responsible public entity must: http://www. leg.state. fl.us/statutes/index.cfm?App_mode=Display_ Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 5 of 10 1. Ensure that provision is made for the private entity's performance and payment of subcontractors, including, but not limited to, surety bonds, letters of credit, parent company guarantees, and lender and equity partner guarantees. For the components of the qualifying project which involve construction performance and payment, bonds are required and are subject to the recordation, notice, suit limitation, and other requirements of s. 255.05. 2. Ensure the most efficient pricing of the security package that provides for the performance and payment of subcontractors. 3. Ensure that the comprehensive agreement addresses termination upon a material default of the comprehensive agreement. (c) After the public notification period has expired in the case of an unsolicited proposal, the responsible public entity shall rank the proposals received in order of preference. In ranking the proposals, the responsible public entity may consider factors that include, but are not limited to, professional qualifications, general business terms, innovative design techniques or cost -reduction terms, and finance plans. The responsible public entity may then begin negotiations for a comprehensive agreement with the highest -ranked firm. If the responsible public entity is not satisfied with the results of the negotiations, the responsible public entity may terminate negotiations with the proposer and negotiate with the second -ranked or subsequent -ranked firms, in the order consistent with this procedure. If only one proposal is received, the responsible public entity may negotiate in good faith, and if the responsible public entity is not satisfied with the results of the negotiations, the responsible public entity may terminate negotiations with the proposer. Notwithstanding this paragraph, the responsible public entity may reject all proposals at any point in the process until a contract with the proposer is executed. (d) The responsible public entity shall perform an independent analysis of the proposed public- private partnership which demonstrates the cost-effectiveness and overall public benefit before the procurement process is initiated or before the contract is awarded. (e) The responsible public entity may approve the development or operation of an educational facility, a transportation facility, a water or wastewater management facility or related infrastructure, a technology infrastructure or other public infrastructure, or a government facility needed by the responsible public entity as a qualifying project, or the design or equipping of a qualifying project that is developed or operated, if: 1. There is a public need for or benefit derived from a project of the type that the private entity proposes as the qualifying project. 2. The estimated cost of the qualifying project is reasonable in relation to similar facilities. 3. The private entity's plans will result in the timely acquisition, design, construction, improvement, renovation, expansion, equipping, maintenance, or operation of the qualifying project. (f) The responsible public entity may charge a reasonable fee to cover the costs of processing, reviewing, and evaluating the request, including, but not limited to, reasonable attorney fees and fees for financial and technical advisors or consultants and for other necessary advisors or consultants. (g) Upon approval of a qualifying project, the responsible public entity shall establish a date for the commencement of activities related to the qualifying project. The responsible public entity may extend the commencement date. (h) Approval of a qualifying project by the responsible public entity is subject to entering into a comprehensive agreement with the private entity. (6) INTERIM AGREEMENT.—Before or in connection with the negotiation of a comprehensive agreement, the responsible public entity may enter into an interim agreement with the private entity http://www. leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 6 of 10 proposing the development or operation of the qualifying project. An interim agreement does not obligate the responsible public entity to enter into a comprehensive agreement. The interim agreement is discretionary with the parties and is not required on a qualifying project for which the parties may proceed directly to a comprehensive agreement without the need for an interim agreement. An interim agreement must be limited to provisions that: (a) Authorize the private entity to commence activities for which it may be compensated related to the proposed qualifying project, including, but not limited to, project planning and development, design, environmental analysis and mitigation, survey, other activities concerning any part of the proposed qualifying project, and ascertaining the availability of financing for the proposed facility or facilities. (b) Establish the process and timing of the negotiation of the comprehensive agreement. (c) Contain such other provisions related to an aspect of the development or operation of a qualifying project that the responsible public entity and the private entity deem appropriate. (7) COMPREHENSIVE AGREEMENT.— (a) Before developing or operating the qualifying project, the private entity must enter into a comprehensive agreement with the responsible public entity. The comprehensive agreement must provide for: 1. Delivery of performance and payment bonds, letters of credit, or other security acceptable to the responsible public entity in connection with the development or operation of the qualifying project in the form and amount satisfactory to the responsible public entity. For the components of the qualifying project which involve construction, the form and amount of the bonds must comply with s. 255.05. 2. Review of the design for the qualifying project by the responsible public entity and, if the design conforms to standards acceptable to the responsible public entity, the approval of the responsible public entity. This subparagraph does not require the private entity to complete the design of the qualifying project before the execution of the comprehensive agreement. 3. Inspection of the qualifying project by the responsible public entity to ensure that the private entity's activities are acceptable to the responsible public entity in accordance with the comprehensive agreement. 4. Maintenance of a policy of public liability insurance, a copy of which must be filed with the responsible public entity and accompanied by proofs of coverage, or self-insurance, each in the form and amount satisfactory to the responsible public entity and reasonably sufficient to ensure coverage of tort liability to the public and employees and to enable the continued operation of the qualifying project. 5. Monitoring by the responsible public entity of the maintenance practices to be performed by the private entity to ensure that the qualifying project is properly maintained. 6. Periodic filing by the private entity of the appropriate financial statements that pertain to the qualifying project. 7. Procedures that govern the rights and responsibilities of the responsible public entity and the private entity in the course of the construction and operation of the qualifying project and in the event of the termination of the comprehensive agreement or a material default by the private entity. The procedures must include conditions that govern the assumption of the duties and responsibilities of the private entity by an entity that funded, in whole or part, the qualifying project or by the responsible public entity, and must provide for the transfer or purchase of property or other interests of the private entity by the responsible public entity. http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_ Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 7 of 10 8. Fees, lease payments, or service payments. In negotiating user fees, the fees must be the same for persons using the facility under like conditions and must not materially discourage use of the qualifying project. The execution of the comprehensive agreement or a subsequent amendment is conclusive evidence that the fees, lease payments, or service payments provided for in the comprehensive agreement comply with this section. Fees or lease payments established in the comprehensive agreement as a source of revenue may be in addition to, or in lieu of, service payments. 9. Duties of the private entity, including the terms and conditions that the responsible public entity determines serve the public purpose of this section. (b) The comprehensive agreement may include: 1. An agreement by the responsible public entity to make grants or loans to the private entity from amounts received from the federal, state, or local government or an agency or instrumentality thereof. 2. A provision under which each entity agrees to provide notice of default and cure rights for the benefit of the other entity, including, but not limited to, a provision regarding unavoidable delays. 3. A provision that terminates the authority and duties of the private entity under this section and dedicates the qualifying project to the responsible public entity or, if the qualifying project was initially dedicated by an affected local jurisdiction, to the affected local jurisdiction for public use. (8) FEES.—A comprehensive agreement entered into pursuant to this section may authorize the private entity to impose fees to members of the public for the use of the facility. The following provisions apply to the comprehensive agreement: (a) The responsible public entity may develop new facilities or increase capacity in existing facilities through a comprehensive agreement with a private entity. (b) The comprehensive agreement must ensure that the facility is properly operated, maintained, or improved in accordance with standards set forth in the comprehensive agreement. (c) The responsible public entity may lease existing fee -for -use facilities through a comprehensive agreement. (d) Any revenues must be authorized by and applied in the manner set forth in the comprehensive agreement. (e) A negotiated portion of revenues from fee -generating uses may be returned to the responsible public entity over the life of the comprehensive agreement. (9) FINANCING.— (a) A private entity may enter into a private -source financing agreement between financing sources and the private entity. A financing agreement and any liens on the property or facility must be paid in full at the applicable closing that transfers ownership or operation of the facility to the responsible public entity at the conclusion of the term of the comprehensive agreement. (b) The responsible public entity may lend funds to private entities that construct projects containing facilities that are approved under this section. (c) The responsible public entity may use innovative finance techniques associated with a public- private partnership under this section, including, but not limited to, federal loans as provided in Titles 23 and 49 C.F.R., commercial bank loans, and hedges against inflation from commercial banks or other private sources. In addition, the responsible public entity may provide its own capital or operating budget to support a qualifying project. The budget may be from any legally permissible funding sources of the responsible public entity, including the proceeds of debt issuances. A responsible public entity may use the model financing agreement provided in s. 489.145(6) for its financing of a facility owned by a responsible public entity. A financing agreement may not require the responsible public entity to indemnify the financing source, subject the responsible public entity's facility to liens in violation of s. http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 8 of 10 11.066(5), or secure financing of the responsible public entity by a mortgage on, or security interest in, the real or tangible personal property of the responsible public entity in a manner that could result in the loss of the fee ownership of the property by the responsible public entity, and any such provision is void. (10) POWERS AND DUTIES OF THE PRIVATE ENTITY.— (a) The private entity shall: 1. Develop or operate the qualifying project in a manner that is acceptable to the responsible public entity in accordance with the provisions of the comprehensive agreement. 2. Maintain, or provide by contract for the maintenance or improvement of, the qualifying project if required by the comprehensive agreement. 3. Cooperate with the responsible public entity in making best efforts to establish interconnection between the qualifying project and any other facility or infrastructure as requested by the responsible public entity in accordance with the provisions of the comprehensive agreement. 4. Comply with the comprehensive agreement and any lease or service contract. (b) Each private facility that is constructed pursuant to this section must comply with the requirements of federal, state, and local laws; state, regional, and local comprehensive plans; the responsible public entity's rules, procedures, and standards for facilities; and such other conditions that the responsible public entity determines to be in the public's best interest and that are included in the comprehensive agreement. (c) The responsible public entity may provide services to the private entity. An agreement for maintenance and other services entered into pursuant to this section must provide for full reimbursement for services rendered for qualifying projects. (d) A private entity of a qualifying project may provide additional services for the qualifying project to the public or to other private entities if the provision of additional services does not impair the private entity's ability to meet its commitments to the responsible public entity pursuant to the comprehensive agreement. (11) EXPIRATION OR TERMINATION OF AGREEMENTS.—Upon the expiration or termination of a comprehensive agreement, the responsible public entity may use revenues from the qualifying project to pay current operation and maintenance costs of the qualifying project. If the private entity materially defaults under the comprehensive agreement, the compensation that is otherwise due to the private entity is payable to satisfy all financial obligations to investors and lenders on the qualifying project in the same way that is provided in the comprehensive agreement or any other agreement involving the qualifying project, if the costs of operating and maintaining the qualifying project are paid in the normal course. Revenues in excess of the costs for operation and maintenance costs may be paid to the investors and lenders to satisfy payment obligations under their respective agreements. A responsible public entity may terminate with cause and without prejudice a comprehensive agreement and may exercise any other rights or remedies that may be available to it in accordance with the provisions of the comprehensive agreement. The full faith and credit of the responsible public entity may not be pledged to secure the financing of the private entity. The assumption of the development or operation of the qualifying project does not obligate the responsible public entity to pay any obligation of the private entity from sources other than revenues from the qualifying project unless stated otherwise in the comprehensive agreement. (12) SOVEREIGN IMMUNITY.—This section does not waive the sovereign immunity of a responsible public entity, an affected local jurisdiction, or an officer or employee thereof with respect to participation in, or approval of, any part of a qualifying project or its operation, including, but not http://www. leg. state. fl.us/statutes/index.cfm?App_mode=Display_ Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 9 of 10 limited to, interconnection of the qualifying project with any other infrastructure or project. A county or municipality in which a qualifying project is located possesses sovereign immunity with respect to the project, including, but not limited to, its design, construction, and operation. (13) DEPARTMENT OF MANAGEMENT SERVICES.— (a) A responsible public entity may provide a copy of its comprehensive agreement to the Department of Management Services. A responsible public entity must redact any confidential or exempt information from the copy of the comprehensive agreement before providing it to the Department of Management Services. (b) The Department of Management Services may accept and maintain copies of comprehensive agreements received from responsible public entities for the purpose of sharing comprehensive agreements with other responsible public entities. (c) This subsection does not require a responsible public entity to provide a copy of its comprehensive agreement to the Department of Management Services. (14) CONSTRUCTION.— (a) This section shall be liberally construed to effectuate the purposes of this section. (b) This section shall be construed as cumulative and supplemental to any other authority or power vested in or exercised by the governing body of a county, municipality, special district, or municipal hospital or health care system including those contained in acts of the Legislature. (c) This section does not affect any agreement or existing relationship with a supporting organization involving such governing body or system in effect as of January 1, 2013. (d) This section provides an alternative method and does not limit a county, municipality, special district, or other political subdivision of the state in the procurement or operation of a qualifying project pursuant to other statutory or constitutional authority. (e) Except as otherwise provided in this section, this section does not amend existing laws by granting additional powers to, or further restricting, a local governmental entity from regulating and entering into cooperative arrangements with the private sector for the planning, construction, or operation of a facility. (f) This section does not waive any requirement of s. 287.055. (15) PUBLIC RECORDS AND PUBLIC MEETINGS EXEMPTIONS.— (a) As used in this subsection, the term "competitive solicitation" has the same meaning as provided in s. 119.071(1). (b)1. An unsolicited proposal received by a responsible public entity is exempt from s. 119.07(1) and s. 24(a), Art. I of the State Constitution until such time as the responsible public entity provides notice of an intended decision for a qualifying project. 2. If the responsible public entity rejects all proposals submitted pursuant to a competitive solicitation for a qualifying project and such entity concurrently provides notice of its intent to seek additional proposals for such project, the unsolicited proposal remains exempt until the responsible public entity provides notice of an intended decision concerning the reissued competitive solicitation for the qualifying project or until the responsible public entity withdraws the reissued competitive solicitation for such project. 3. An unsolicited proposal is exempt for no longer than 90 days after the initial notice by the responsible public entity rejecting all proposals. (c) If the responsible public entity does not issue a competitive solicitation for a qualifying project, the unsolicited proposal ceases to be exempt 180 days after receipt of the unsolicited proposal by such entity. http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 10 of 10 (d)1. Any portion of a meeting of a responsible public entity during which an unsolicited proposal that is exempt is discussed is exempt from s. 286.011 and s. 24(b), Art. I of the State Constitution. 2.a. A complete recording must be made of any portion of an exempt meeting. No portion of the exempt meeting may be held off the record. b. The recording of, and any records generated during, the exempt meeting are exempt from s. 119.07(1) and s. 24(a), Art. I of the State Constitution until such time as the responsible public entity provides notice of an intended decision for a qualifying project or 180 days after receipt of the unsolicited proposal by the responsible public entity if such entity does not issue a competitive solicitation for the project. c. If the responsible public entity rejects all proposals and concurrently provides notice of its intent to reissue a competitive solicitation, the recording and any records generated at the exempt meeting remain exempt from s. 119.07(1) and s. 24(a), Art. I of the State Constitution until such time as the responsible public entity provides notice of an intended decision concerning the reissued competitive solicitation or until the responsible public entity withdraws the reissued competitive solicitation for such project. d. A recording and any records generated during an exempt meeting are exempt for no longer than 90 days after the initial notice by the responsible public entity rejecting all proposals. (e) This subsection is subject to the Open Government Sunset Review Act in accordance with s. 119.15 and shall stand repealed on October 2, 2021, unless reviewed and saved from repeal through reenactment by the Legislature. History.—s. 2, ch. 2013-223; s. 1, ch. 2016-153; s. 1, ch. 2016-154. Note.—Former s. 287.05712. Copyright O 1995-2017 The Florida Legislature • Privacy Statement • Contact Us • http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_ Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 1 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.0705 Popular name.—Sections 255.0705-255.078 may be cited as the "Florida Prompt Payment Act." History.—s. 4, ch. 2005-230. Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www. leg. state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 2 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.071 Payment of subcontractors, sub -subcontractors, materialmen, and suppliers on construction contracts for public projects.— (1) Any person, firm, or corporation who receives a payment from the state or any county, city, or political subdivision of the state, or other public authority, for the construction of a public building, for the prosecution and completion of a public work, or for repairs upon a public building or public work shall pay, in accordance with the contract terms, the undisputed contract obligations for labor, services, or materials provided on account of such improvements. (2) The failure to pay any undisputed obligations for such labor, services, or materials within 30 days after the date the labor, services, or materials were furnished and payment for such labor, services, or materials became due, or within the time limitations set forth in s. 255.073(3), whichever last occurs, shall entitle any person providing such labor, services, or materials to the procedures specified in subsection (3) and the remedies provided in subsection (4). (3) Any person providing labor, services, or materials for the construction of a public building, for the prosecution and completion of a public work, or for repairs upon a public building or public work improvements to real property may file a verified complaint alleging: (a) The existence of a contract for providing such labor, services, or materials to improve real property. (b) A description of the labor, services, or materials provided and alleging that the labor, services, or materials were provided in accordance with the contract. (c) The amount of the contract price. (d) The amount, if any, paid pursuant to the contract. (e) The amount that remains unpaid pursuant to the contract and the amount thereof that is undisputed. (f) That the undisputed amount has remained due and payable pursuant to the contract for more than 30 days after the date the labor or services were accepted or the materials were received. (g) That the person against whom the complaint was filed has received payment on account of the labor, services, or materials described in the complaint and, as of the date the complaint was filed, has failed to make payment within the time limitations set forth in s. 255.073(3). (4) After service of the complaint, the court shall conduct an evidentiary hearing on the complaint, upon not less than 15 days' written notice. The person providing tabor, services, or materials is entitled to the following remedies to the extent of the undisputed amount due for labor or services performed or materials supplied, and upon proof of each allegation in the complaint: (a) An accounting of the use of any such payment from the person who received such payment. http://www.leg.state. fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 2 (b) A temporary injunction against the person who received the payment, subject to the bond requirements specified in the Florida Rules of Civil Procedure. (c) Prejudgment attachment against the person who received the payment, in accordance with each of the requirements of chapter 76. (d) Such other legal or equitable remedies as may be appropriate in accordance with the requirements of the law. (5) The remedies specified in subsection (4) must be granted without regard to any other remedy at law and without regard to whether or not irreparable damage has occurred or will occur. (6) The remedies specified in subsection (4) do not apply: (a) To the extent of a bona fide dispute regarding any portion of the contract price. (b) In the event the plaintiff has committed a material breach of the contract which would relieve the defendant from the obligations under the contract. (7) The prevailing party in any proceeding under this section is entitled to recover costs, including a reasonable attorney's fee, at trial and on appeal. (8) The provisions of this section shall also apply to any contract between a subcontractor and a sub - subcontractor or supplier and any contract between a sub -subcontractor and supplier on any project for the construction of a public building, for the prosecution and completion of a public work, or for repairs upon a public building or public work. History.—s. 1, ch. 93-141; s. 5, ch. 2005-230. Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_ Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 1 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.072 Definitions.—As used in ss. 255.073-255.078, the term: (1) "Agent" means project architect, project engineer, or any other agency or person acting on behalf of a public entity. (2) "Construction services" means all labor, services, and materials provided in connection with the construction, alteration, repair, demolition, reconstruction, or any other improvements to real property. The term "construction services" does not include contracts or work performed for the Department of Transportation. (3) "Contractor" means any person who contracts directly with a public entity to provide construction services. (4) "Payment request" means a request for payment for construction services which conforms with all statutory requirements and with all requirements specified by the public entity to which the payment request is submitted. (5) "Public entity" means the state, or any office, board, bureau, commission, department, branch, division, or institution thereof, but does not include a local governmental entity as defined in s. 218.72. (6) "Purchase" means the purchase of construction services. History.—s. 6, ch. 2005-230. Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfm?App mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 1 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.073 Timely payment for purchases of construction services.— (1) Except as otherwise provided in ss. 255.072-255.078, s. 215.422 governs the timely payment for construction services by a public entity. (2) If a public entity disputes a portion of a payment request, the undisputed portion must be timely paid. (3) When a contractor receives payment from a public entity for labor, services, or materials furnished by subcontractors and suppliers hired by the contractor, the contractor shall remit payment due to those subcontractors and suppliers within 10 days after the contractor's receipt of payment. When a subcontractor receives payment from a contractor for labor, services, or materials furnished by subcontractors and suppliers hired by the subcontractor, the subcontractor shalt remit payment due to those subcontractors and suppliers within 7 days after the subcontractor's receipt of payment. This subsection does not prohibit a contractor or subcontractor from disputing, pursuant to the terms of the relevant contract, all or any portion of a payment alleged to be due to another party if the contractor or subcontractor notifies the party whose payment is disputed, in writing, of the amount in dispute and the actions required to cure the dispute. The contractor or subcontractor must pay all undisputed amounts due within the time limits imposed by this subsection. (4) All payments due for the purchase of construction services and not made within the applicable time limits shall bear interest at the rate specified in s. 215.422. After July 1, 2006, such payments shall bear interest at the rate of 1 percent per month, to the extent that the Chief Financial Officer's replacement project for the state's accounting and cash management systems is operational for the particular affected public entity. After January 1, 2007, all such payments due from public entity shall bear interest at the rate of 1 percent per month. History.—s. 7, ch. 2005-230. Copyright m 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state. fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 1 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.074 Procedures for calculation of payment due dates.— (1) Each public entity shall establish procedures whereby each payment request received by the public entity is marked as received on the date on which it is delivered to an agent or employee of the public entity or of a facility or office of the public entity. (2) If the terms under which a purchase is made allow for partial deliveries and a payment request is submitted for a partial delivery, the time for payment for the partial delivery must be calculated from the time of the partial delivery and the submission of the payment request. (3) A public entity must submit a payment request to the Chief Financial Officer for payment no more than 20 days after receipt of the payment request. History.—s. 8, ch. 2005-230. Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www. leg. state. fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 u Go Page 1 of 1 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.075 Mandatory interest.—A contract between a public entity and a contractor may not prohibit the collection of late payment interest charges authorized under s. 255.073(4). History.—s. 9, ch. 2005-230. Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 1 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.076 Award of court costs and attorney's fees.—In an action to recover amounts due for construction services purchased by a public entity, the court shall award court costs and reasonable attorney's fees, including fees incurred through any appeal, to the prevailing party, if the court finds that the nonprevailing party withheld any portion of the payment that is the subject of the action without any reasonable basis in law or fact to dispute the prevailing party's claim to those amounts. History.—s. 10, ch. 2005-230. Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg. state. fl.us/statutes/index.cfm?App_mode=Display_Statute& S ... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 u Go Page 1 of 2 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.077 Project closeout and payment of retainage.— (1) Each contract for construction services between a public entity and a contractor must provide for the development of a list of items required to render complete, satisfactory, and acceptable the construction services purchased by the public entity. The contract must specify the process for the development of the list, including responsibilities of the public entity and the contractor in developing and reviewing the list and a reasonable time for developing the list, as follows: (a) For construction projects having an estimated cost of less than $10 million, within 30 calendar days after reaching substantial completion of the construction services purchased as defined in the contract, or, if not defined in the contract, upon reaching beneficial occupancy or use; or (b) For construction projects having an estimated cost of $10 million or more, within 30 calendar days, unless otherwise extended by contract not to exceed 60 calendar days, after reaching substantial completion of the construction services purchased as defined in the contract, or, if not defined in the contract, upon reaching beneficial occupancy or use. (2) If the contract between the public entity and the contractor relates to the purchase of construction services on more than one building or structure, or involves a multiphased project, the contract must provide for the development of a list of items required to render complete, satisfactory, and acceptable all the construction services purchased pursuant to the contract for each building, structure, or phase of the project within the time limitations provided in subsection (1). (3) The failure to include any corrective work or pending items not yet completed on the list developed pursuant to subsection (1) or subsection (2) does not alter the responsibility of the contractor to complete all the construction services purchased pursuant to the contract. (4) Upon completion of all items on the list, the contractor may submit a payment request for all remaining retainage withheld by the public entity pursuant to s. 255.078. If a good faith dispute exists as to whether one or more items identified on the list have been completed pursuant to the contract, the public entity may continue to withhold an amount not to exceed 150 percent of the total costs to complete such items. (5) All items that require correction under the contract and that are identified after the preparation and delivery of the list remain the obligation of the contractor as defined by the contract. (6) Warranty items may not affect the final payment of retainage as provided in this section or as provided in the contract between the contractor and its subcontractors and suppliers. (7) Retainage may not be held by a public entity or a contractor to secure payment of insurance premiums under a consolidated insurance program or series of insurance policies issued to a public entity or a contractor for a project or group of projects, and the final payment of retainage as provided http://www. leg. state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 2 in this section may not be delayed pending a final audit by the public entity's or contractor's insurance provider. (8) If a public entity fails to comply with its responsibilities to develop the list required under subsection (1) or subsection (2), as defined in the contract, within the time limitations provided in subsection (1), the contractor may submit a payment request for all remaining retainage withheld by the public entity pursuant to s. 255.078. The public entity need not pay or process any payment request for retainage if the contractor has, in whole or in part, failed to cooperate with the public entity in the development of the list or failed to perform its contractual responsibilities, if any, with regard to the development of the list or if s. 255.078(6) applies. History.—s. 11, ch. 2005-230. _ Copyright O 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_ Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 .d Go Page 1 of 2 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.078 Public construction retainage.— (1) With regard to any contract for construction services, a public entity may withhold from each progress payment made to the contractor an amount not exceeding 10 percent of the payment as retainage until 50 -percent completion of such services. (2) After 50 -percent completion of the construction services purchased pursuant to the contract, the public entity must reduce to 5 percent the amount of retainage withheld from each subsequent progress payment made to the contractor. For purposes of this section, the term "50 -percent completion" has the meaning set forth in the contract between the public entity and the contractor or, if not defined in the contract, the point at which the public entity has expended 50 percent of the total cost of the construction services purchased as identified in the contract together with all costs associated with existing change orders and other additions or modifications to the construction services provided for in the contract. (3) After 50 -percent completion of the construction services purchased pursuant to the contract, the contractor may elect to withhold retainage from payments to its subcontractors at a rate higher than 5 percent. The specific amount to be withheld must be determined on a case-by-case basis and must be based on the contractor's assessment of the subcontractor's past performance, the likelihood that such performance will continue, and the contractor's ability to rely on other safeguards. The contractor shall notify the subcontractor, in writing, of its determination to withhold more than 5 percent of the progress payment and the reasons for making that determination, and the contractor may not request the release of such retained funds from the public entity. (4) After 50 -percent completion of the construction services purchased pursuant to the contract, the contractor may present to the public entity a payment request for up to one-half of the retainage held by the public entity. The public entity shall promptly make payment to the contractor, unless the public entity has grounds, pursuant to subsection (6), for withholding the payment of retainage. If the public entity makes payment of retainage to the contractor under this subsection which is attributable to the labor, services, or materials supplied by one or more subcontractors or suppliers, the contractor shall timely remit payment of such retainage to those subcontractors and suppliers. (5) Neither this section nor s. 255.077 prohibits a public entity from withholding retainage at a rate less than 10 percent of each progress payment, from incrementally reducing the rate of retainage pursuant to a schedule provided for in the contract, or from releasing at any point all or a portion of any retainage withheld by the public entity which is attributable to the labor, services, or materials supplied by the contractor or by one or more subcontractors or suppliers. If a public entity makes any payment of retainage to the contractor which is attributable to the labor, services, or materials supplied by one or http://www.leg. state. fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 2 more subcontractors or suppliers, the contractor shall timely remit payment of such retainage to those subcontractors and suppliers. (6) Neither this section nor s. 255.077 requires the public entity to pay or release any amounts that are the subject of a good faith dispute, the subject of a claim brought pursuant to s. 255.05, or otherwise the subject of a claim or demand by the public entity or contractor. (7) The same time limits for payment of a payment request apply regardless of whether the payment request is for, or includes, retainage. (8) Subsections (1)-(4) do not apply to construction services purchased by a public entity which are paid for, in whole or in part, with federal funds and are subject to federal grantor laws and regulations or requirements that are contrary to any provision of the Florida Prompt Payment Act. (9) This section does not apply to any construction services purchased by a public entity if the total cost of the construction services purchased as identified in the contract is $200,000 or less. History.—s. 12, ch. 2005-230. Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www. leg.state. fl.us/statutes/index.cfm?App_mode=Display_ Statute&S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 1 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.099 Preference to state residents.— (1) Each contract for construction that is funded by state funds must contain a provision requiring the contractor to give preference to the employment of state residents in the performance of the work on the project if state residents have substantially equal qualifications to those of nonresidents. A contract for construction funded by local funds may contain such a provision. (a) As used in this section, the term "substantially equal qualifications" means the qualifications of two or more persons among whom the employer cannot make a reasonable determination that the qualifications held by one person are better suited for the position than the qualifications held by the other person or persons. (b) A contractor required to employ state residents must contact the Department of Economic Opportunity to post the contractor's employment needs in the state's job bank system. (2) No contract shall be let to any person refusing to execute an agreement containing the provisions required by this section. However, in work involving the expenditure of federal aid funds, this section may not be enforced in such a manner as to conflict with or be contrary to federal law prescribing a labor preference to honorably discharged soldiers, sailors, or marines, or prohibiting as unlawful any other preference or discrimination among the citizens of the United States. History.—s. 50, ch. 2010-147; s. 117, ch. 2011-142. Copyright © 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state. fl.us/statutes/index.cfm?App_mode=Display_Statute& S... 1/5/2017 Statutes & Constitution :View Statutes : Online Sunshine Select Year: The 2016 Florida Statutes 2016 v Go Page 1 of 1 Title XVIII Chapter 255 View Entire PUBLIC LANDS AND PUBLIC PROPERTY AND PUBLICLY OWNED Chapter PROPERTY BUILDINGS 255.0991 Contracts for construction services; prohibited local government preferences.— (1) For purposes of this section, the term: (a) "Competitive solicitation" has the same meaning as in s. 255.248. (b) "State -appropriated funds" means all funds appropriated in the General Appropriations Act, excluding federal funds. (2) For a competitive solicitation for construction services in which 50 percent or more of the cost will be paid from state -appropriated funds which have been appropriated at the time of the competitive solicitation, a state college, county, municipality, school district, or other political subdivision of the state may not use a local ordinance or regulation that provides a preference based upon: (a) The contractor's maintaining an office or place of business within a particular local jurisdiction; (b) The contractor's hiring employees or subcontractors from within a particular local jurisdiction; or (c) The contractor's prior payment of local taxes, assessments, or duties within a particular local jurisdiction. (3) For any competitive solicitation that meets the criteria in subsection (2), a state college, county, municipality, school district, or other political subdivision of the state shall disclose in the solicitation document that any applicable local ordinance or regulation does not include any preference that is prohibited by subsection (2). (4) Except as provided in subsection (2), this section does not prevent a state college, county, municipality, school district, or other political subdivision of the state from awarding a contract to a contractor in accordance with applicable state laws or local ordinances or regulations. History.—s. 1, ch. 2015-63. Copyright o 1995-2017 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfm?App_mode=Display_Statute&S... 1/5/2017