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2023-11-16 V A Exhibit 1CITY OF OKEECHOBEE Application for Site Plan Review MINUTE FILE TRC �ca3/1111V Pag 1 of 3 Date Received �r.OF • �KFE.0 City of Okeechobee Application No. _ DO4_TXC� Fee Paid: it j b —�T General Services Department �6 55 S.E. 3" Avenue, Room 101 Okeechobee, Florida 34974 Receipt No. 5q r79 • * T91 * Phone: (863) 763-3372, ext. 9820 Fax: (863)763-1686 E-mail: oburnetteCa.cityofokeechobee.com Hearing Date: j�e�(,�`�`�� V" APPLICANT INFORMATION I Name of property owner(s): William R. Grigsby, Jr. Owner mailing address: 10282 Payne Road, Sebring, Florida 33875 Name of applicant(s) if other than owner: Park Street Okeechobee, LLC 2 3 4 Applicant mailing address: 603 East Fort King Street, Ocala, Florida 34471 5 Name of contact person (state relationship): Josh Cockriel, P.E. (Civil Engineer) 6 Contact person daytime phone(s) and email address: (904) 828-3900 / josh.cockriel@kimley-horn.com Engineer: Name, address and phone number: 7 Kimley-Horn c/o Josh Cockriel, P.E. - 12740 Gran Bay Parkway West, Suite 2350 - (904) 828-3909 Surveyor: Name, address and phone number: 8 BSM & Associates, Inc. c/o Richard Barnes, 80 SE 31st Lane, Okeechobee, Florida 34974, (863) 484-8324 PROPERTY and PROJECT INFORMATION Property address/directions to property:}„ 9 Those certain 2 parcels of land totaling approximately 2.16+/- acres located directly across from 1000 State Road 70 East, Okeechobee, Florida 10 Parcel Identification Number 3-15-37-35-0210-00010-0010 and 2-15-37-35-OA00-00010-0000 11 Current Future Land Use designation: Commercial 12 Current zoning district: Heavy Commercial Describe the project including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. 13 Proposed 4,827 sqft. Culver's quick service restaurant and associated parking areas and green space. Culver's typically operates less than 16 hours per day and does not include outdoor sales. Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. 14 The property is currently a vacant lot. 15 Total land area in square feet (if less than two acres): or acres: 2.16+/- Is proposed use different from existingorprioruse es) o) 16 Rev. 08/23 CITY OF OKEECHOBEE Application for Site Plan Review Pag 2 of 3 Number and description of phases: One Phase. 17 18 Source of potable water: Okeechobee Utility Authority 19 Method of sewage disposal: Gravity sewer to master development system. ATTACHMENTS REQUIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property 21 One (1) copy of last recorded warranty deed 22 Notarized letter of consent from property owner (if applicant is different from property owner) Three (3) CERTIFIED BOUNDARY and TOPOGRAPHIC surveys, (one to be no larger than I 1 x 17; scale not less 23 than one inch to 20 feet; North point) containing: a. Date of survey, surveyor's name, address and phone number b. Legal description of property pertaining to the application c. Computation of total acreage to nearest tenth of an acre d. Location sketch of subject property, and surrounding area within one-half mile radius 24 Two (2) sets of aerials of the site. 25 Two (2) copies of sealed site plan drawings (see attached checklist for details of items to be included) 26 Two (2) copies of drawing indicating facades for all buildings, including architectural elevations. Two (2) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and 27 showing both the official and common name of each type of tree and shrub. 28 Two (2) copies of photometric lighting plan (see Code of Ordinances & LDR's Section 78-71 (A) (5)). 29 Two (2) copies of sealed drainage calculations. Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use 30 as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adjacent roadway links with and without the project. 31 USB flash drive of application Nonrefundable application fee: $1,000.00 plus $30.00 per acre. 32 NOTE: Resolution No. 98-11 Schedule of Land Development Regulation Fees and Charges - When the cost for advertising, publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is required to proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to and imprisonment of up to 30 days and may result in the summary denial of this application. Adam Ramsay 8/15/23 Signature Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863) 763-3372, Ext. 9820 Rev. 08/23 CITY OF OKEECHOBEE Application for Site Plan Review Pag 3 of 3 City of Okeechobee Checklist for Site Plan Review REQUIRED INFORMATION 1 Completed application (1) 2 Map showing location of site (may be on the cover sheet of site plan) 3 Two (2) copies of sealed site plan drawings prepared at a scale no smaller than one inch equals 60 feet, or in the case of small projects, the largest scale that can accommodate the entire site and all areas within 50 feet of the project boundary, and the scale, legend, and author block all on one 24" by 36" sheet. The site plan drawings shall include the location of all existing and proposed improvements, including, but not limited to: 3.1 Water courses, water bodies, floodplains, wetlands, important natural features and wildlife areas, soil types, protected trees and vegetation or environmentally sensitive areas 3.2 Streets, sidewalks, property lines and rights -of -way 3.3 Utility lines/facilities, fire hydrants, septic tanks and drainfields 3.4 Bridges, culverts and stormwater management facilities 3.5 Buildings and structures and their distances from boundaries of the property, streets, and other structures 3.6 Setback lines and required yards 3.7 Ingress and egress to the site and buildings 3.8 Vehicular use areas including off-street parking and loading areas 3.9 On -site recreation and open space 3.10 Landscaping, screens, buffers, walls, and fences, 3.11 Method of solid waste collection and locations of and access to dumpsters 3.12 Lighting and signs 4 Drawing notes and tabulations showing the following information shall be included along with the plan: 4.1 Name, address and phone number of the owner 4.2 Name, address and phone number of any agent, architect, engineer and planner 4.3 Compete legal description of the property 4.4 Future land use designation, current zoning and existing land use of the property and all abutting properties 4.5 Total acreage of the property (square footage if less than two acres) 4.6 Total # of dwelling units, by bedroom size; square footage of nonresidential uses by type of use (and/or seating, etc. as necessary to indicate the intensity) 4.7 Number of off-street parking spaces provided (including handicapped spaces) and loading spaces and the calculation of, and basis for, the number of such spaces required by the Land Development Regulations 4.8 Impervious surface calculations showing: the square footage and as a% of the total site for existing impervious surfaces, additional proposed impervious surfaces and the resulting proposed total impervious surfaces Rev. 08/23 8116/23, 9:06 AM Detail by Entity Name Divisiot4 OF ',OR?ORAT100S rg Department of State / Division of Corporations / Search Records / Search by Entity Name / Detail by Entity Name Florida Limited Liability Company PARK STREET OKEECHOBEE, LLC Filing Information Document Number L22000487870 FEI/EIN Number 92-3774303 Date Filed 11/14/2022 State FL Status ACTIVE Principal Address 603 EAST FORT KING STREET OCALA, FL 34471 M iling Address 603 EAST FORT KING STREET OCALA, FL 34471 Registered Agent Name & Address RAMSAY,ADAM 603 EAST FORT KING STREET OCALA, FL 34471 Authorized Persons) Detail Name & Address Title MGR RAMSAY, ADAM P 603 EAST FORT KING STREET OCALA, FL 34471 Annual Reports Report Year Filed Date 2023 04/28/2023 Document Images 04/28/2023 — ANNUAL REPORT 11/14/2022 -- Florida Limited Liability View image in PDF format View image in PDF format https://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName&directionType=Initial&searchNameOrder=PARKSTR... 1 /2 PARK STREET OKEECHOBEE, LLC 603 East Fort King Street Ocala, Florida 34471 VIA EMAIL August 11, 2023 City of Okeechobee / General Services Department Attention: Patty Burnette 55 S.E. 3rd Avenue, Room 101 Okeechobee, Florida 34974 Re: Park Street Commerce Center — Statement of Interest in Property Dear Ms. Burnette: On behalf of Park Street Okeechobee, LLC ("Applicant"), this letter constitutes Applicant's Statement of Interest in the following property (collectively, the "Property"): • Parcel #1: 2-15-37-35-OA00-00011-0000 • Parcel #2: 2-15-37-35-OA00-00009-0000 • Parcel #3: 2-15-37-35-OA00-00009-A000 sj • Parcel #4: 2-15-37-35-OA00-00010-0000 Q'x t Parcel #5: 3-15-37-35-0210-00010-0010 v Applicant is purchasing the Property via that certain vacant land contract between Applicant (as successor -by -assignment to WGT, Inc.) and William R. Grigsby, Jr. ("Seller") dated September 2, 2022 (the "Contract"). Applicant intends to develop the Property into a commercial real estate project to be commonly known as the Park Street Commerce Center ("Project") consisting of five separate parcels (as more particularly described in Applicant's site plan and other related documents) with portions of shared common area infrastructure, including without limitation, roadways, drainage, lift station, utility lines, project signs, entrance features, outfall pipe, sewer connection, and all other real and personal property (or interest therein) intended by Applicant for the common use and enjoyment of all lot owners within the Project (collectively, "Common Area Infrastructure"). The Common Area Infrastructure will be governed by that certain Declaration of Covenants, Conditions, Easements, and Restrictions for Park Street Commerce Center ("Declaration") of which Applicant (or its assignee) shall be the "Declarant" under the Declaration. The Declaration shall include, without limitation, provisions addressing the design, permitting, construction, maintenance, and repair of the Common Area Infrastructure, and provisions for sharing of the costs thereof by the lot owners of parcels within the Project. All easements, water management system, and other rights related to the Common Area Infrastructure will be incorporated into the Declaration. Notwithstanding the foregoing, Applicant intends to dedicate certain items constituting the Common Area Infrastructure such as the roadways, lift station, sewer connection, and outfall pipe to the City of Okeechobee ("City"), the County of Okeechobee ("County"), and/or other governmental authorities, respectively. Applicant is hereby submitting Applicant's master site plan and preliminary plat for the Project in order for Applicant to obtain approval of said site plan, including multiple individual lot site plans and related special exception applications pertinent to Applicant or as jointly submitted by Applicant and a third -party future owner / user of a specific lot within the Project ("Co -Applicant," and as further described below, if applicable), and plat from all governing authorities, including approval of the vacation of any existing recorded plat ("Site Plan Approval"). Subject to Applicant obtaining Site Plan Approval, Applicant will enter into a development agreement with the City which shall grant Applicant all rights necessary to develop the Project. More specifically, Applicant desires to enter into separate development agreements with the City for the following lots within the Project in order to develop said lot for the uses described below: 0 Lot 1: Express Car Wash Facility Page 2 Park Street Commerce Center— Statement of Interest in Property • Lot 2: Culver's Restaurant with Drive-Thru Applicant sincerely looks forward to working with the City to develop this exciting project and making a large investment in the City's future and that of its residents, local businesses, and others in the surrounding community. Please direct all questions regarding the Project to Scott Winch at swinch@kinghux.com and/or (386) 527-6729. Very truly yours, PARK STJET OKEECHOBEE, LLC M Cc: Gary Ritter, City Administrator (via email) I TAIN M Prepared By and Return to John D. Cassels, Jr. Esq. Cassels &. McCall P.O. Box 968 Okeechobee, Florida 34973 Parcel ID Numbers: 2-15-37-35-OA00-00009-A000 I' 2-15-37-35-OA00-00009-000 2-15-3 7-35-OAOO-000 I 1 -0000 1/ 2-15-37-35-OA00-00010-0000 V 3"--^` �• ° ' 3 -15 -3 7-3 5-0210-00010-0 1 10 3-15-37-35-0210-00010-0080 _ 3-15-37-35-0210-00010-00,trn� iI 3-16-37-35-0210-00010-0010 ✓,j log 111111 Hill 99loll ME 111111111111111111111111111191 FILE HUIt'1 2rr46tJ 1 1 4eS__1 C11R L.K 0104SOa F'G 1345 SHARON ROBERTSON. CLERK. OF CIRCUIT COURT OKEECHOBEE COUNTY. FL RECORDED 06/20/2006 04:34138 PM RECORDING FEES 18.50 DEED DOC 18.433.80 RECORDED BY R Parrish P9s 1345 - 1346; (2P9s) WARRANTY DEED THIS WARRANTY DEED made this �GJ1"_day of June, 2006, between GREAT LAKES HOLDINGS, LLC, a Florida limited liability company, whose mailing address is 410 SE 2nd Avenue, Okeechobee, I-L 34974, hereinafter called the GRANTOR, to WILLIAM R. GRIGSBY, JR., whose mailing address 518 Bear Road, Lake Placid, FL 33852, hereinafter called the GRANTEE: (Wherever used herein, the terms "Grantors" and "Grantees" include all the parties to this instrument, and the heirs, legal representatives and assigns of individuals and the successors and assigns ofcorporations). WITNESSETH: That the GRANTOR, for and in consideration of the sum of $ ] 0.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and conlinms unto the GRANTEE, all that certain land situate in OKEECHOBEE County, Florida, to -wit: v' PARCE'.L I (PER O.R.B. 527, PGS. 869-870): THE W E ST HA LF (W '/) OF THE EAST HALF (E YZ) OF THE SOUTHWEST QUAR'1•ER (S W 1 /4) OF TFIE SOUTHEAST QUARTER (SE 1/4) LYING NORTH OF STATE ROAD NO. 70 (FORT PIERCE ROAD), IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, LESS THE FOLLOWING: BEGINNING; ATTHE SOUTHWEST CORNER OF THE EAST HALF (E '/2) OF THE SOUTHWEST QUARTER (SW 1/4) OF THE SOUTHEAST QUARTER (SE 1/4) OF SAID SECTION 1 5, RUN NORTH 594 FEET, EAST 186.3 FEET, SOUTH 594 FELT; WEST 186.3 FEET TO THE POINT OF BEGINNING. ALSO LE:SS'T'HE NORTH 50 FEET W141CH 1S RESERVED FOR ROAD PURPOSES. ALSO LESS: A STRIP OF LAND 7 FEET WIDE SITUATE ADJACENT TO AND NORTHERLY OF THE EXISTING 66 FOOT RIGHT OF WAY OF STATE ROAD 70, LYING, WITHIN THE WEST V: OF THE EAST Vz OF SW 1/4 OF SE 1/4, SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, LESS THE WEST 186.3 FEE:"r 'T"t-iERI;01 ; CONTAINING .02 OF AN ACRE, MORE OR LESS. PARCEL 2 (PER O.R.B. 528, PGS. 1342-1343): Q, ALL OF LOTS 1 THROUGH 12, INCLUSIVE, LYING NORTH OF NORTH PARK STREET (A/K/A S.R. 0 70 F/K/A FORT PIERCE ROAD) AS NOW CONSTRUCTED, IN BLOCK 4, PRICE ADDITION TO OKFE;CHOBEE CITY, ACCORDING TO THE PLATTHEREOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. FPAIM�lCEL 3 (PER O-R.B. 528, PGS. 1342-1343): ,_;r , j �,OMENCE AT THE NORTHEAST CORNER OF THE SOUTHWEST ONE-QUAR"f1:R 01= "I HE OUTHEAST ONE -QUARTER OF SECTION 15, TOWNSHIP 37 SOUTH, RANG1; 35 BAST, THENCE RUN SOUTH 00' 1 8'26" EAST ALONG THE EASTERLY LINE THEREOF, 668.71 FEET TO THE POINT -'( I OF BEGINNING_ THENCE CONTINUE SOUTH 00'18'26" EAST, 276.28 FEET TO THE, NORTHEAST I C(_)RNFR OF PRICE. ADDITION TO OKEECHOBEE CITY ACCORDING TO THF'. PLAT THEREOF l F' RECORDED INPLAT BOOK 2, PAGE 17; THENCE RUN SOUTH 89°50'34" WEST, ALONG THE 4 ` NORTHERLY LINE THEREOF, 336.76 FEET TO THE NORTHWEST CORNER OF SAID PRICE v ADDITION; THENCE RUN NORTH 00' 17'46" WEST, ALONG THE WEST LINE OF THE EAST ONE- HALF OF THE. EAST ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF THE SOU-THEAST ONE - QUARTER OF SAID SECTION 15, A DISTANCE OF 273.38 FEET; THENCE RUN NORTH 89'20'47" EAST AND PARALLEL WITH THE NORTHERLY LINE OF PREVIOUSLY MENTIONED SOUTHWEST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER, A DISTANCE OF 336.71 FEETT•-1•oTHE POINT I OF BEGINNING. 13>93-68289. W 11Dj Blook603/Pagel345 CFN#2006011065 Page 1 of 2 -PARCEL 4 (PER U.R.B. 528, PGS. 1342-1343): TI IE ALLEY IN BLOCK 4, PRICE ADDITION TO OKEECHOBEE CITY, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, LYING BETWEEN LOTS I-6 AND 7-12. PARCEL 5 (PER O.R.B 528, PGS 1342-1343: THE STREET KNOWN AS NORTHEAST 2NO STREET (F/K/A CENTER STREET) AS IT RUNS EAST FROM NORTHEAST 12"" AVENUE TO NORTHEAST 13TH AVENUE, PARTICULARLY LOCATED NORTH OF BLOCK 4, PRICE ADDITION TO OKEECHOBEE CITY, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 6 (PER O.R.B 554, PG 338): AI,I.. 'I'HA"I' PAR"1' OF "I'HE NORTH 668.71 FEET OF THE E % OF THE E '/, OF SW 1/4 OF SE 1/4 OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, LESS AND EXCEPT THE NORTH 50 FEET THEREOF. Subject to those easements in favor of Florida Power and Light recorded in O_R. Book 109, Page 983 and 0. R. Book 23, Page 524 and matters contained on the Plat of Price Addition to Okeechobee City recorded in Plat Book 2, Page 17, all being in the Public Records of Okeechobee County, Florida. and said grantor does hereby fu I ly warrant the title to said land, and wi I I defend the same against the lawful claims of all persons whomsoever. * Singular and plural are interchangeable as context requires. IN WITNESS WHEREOF, the said GRANTOR have executed this Deed the day and year first above written. Signed, Scaled and Delivered in our presence STATE OF FLORIDA COUNTY OF OKEECHOBEE GREAT LAKES HOLDINGS, I,t.C, a Florida limitcompany BY: D. Robelff Willson, Managing member Signed and sworn to (or affirmed) before me thi&' day of June, 0116, by D. ROBERT WI LLSON, as Managing Member of GREAT LAKES HOLDINGS, LLC, a Florida limited liability company, who is personally kknnown to me. Kann Ammons NO' AR PUB I 41h tiPrint Na e: _ N Commiaaion D02'I 1806 w .. Expires Juy 11. 2007 1 3593-68289. Will)) l Book603/Pagel346 CFN#2006011065 Page 2 of 2 CITY OF OKEECHOBEE 55 SE 3RD AVENUE OKEECHOBEE, FL 34974 TELE: 863-763-3372 FAX: 863-763-1686 LAND USE POWER OF ATTORNEY Name of Property Owners: WILLIAM R. GRIGSBY, JR. Mailing Address: 10282 Payne Road, Sebring, Florida 33875 Home Telephone: Work: Cell: N/A Property Address: Those certaln 5 parcels of land referenced below totaling approximately 16.2 acres and located In close proximity to 975 NE Park Street, Okeechobee, Florida 34972 Parcel ID Number: - Parcel #1:2-15-37-35-OA00.00011-0000, Parcel #2;2-15-37-35-OA00-00009-0000, Parcel 43: 2.15.37-35-OAOO-00009-A000, Parcel#4: 2-15-37-35-OA00-00010-0000, end Parcel #5: 3-15-37-35-0210-00010-0010. Name of Applicant: Park Street Okeechobee, LLC and its successors and assigns Home Telephone: Work: Cell: (321) 704 - 2840 The undersigned, being the record title owner(s) of the real property described above, do hereby grant unto the applicant stated above the full right and power of attorney to make application to the City of Okeechobee to change the land use of said property. This land use change may include rezoning of the property, the granting of special exception or variances, and appeals of decisions of the Planning Department. It is understood that conditions, limitations and restrictions may be place upon the use or operation of the property. Misstatements upon application or in any hearing may result in the termination of any special exception or variance and a proceeding to rezone the property to the original classification. This power of attorney may be terminated only by a written and notarized statement of such termination effective upon receipt by the Planning Department. IN WITNESS WHEREOF THE UNDERSIGNED HAVE SET THEIR HAND AND SEALS THIS 13 DA OF f t �r'vG 2023 n -- w W'C'0'� E WI ESS OWNER WITNESS STATE OF FLOR A COUNTY OF The foregoing instrument was acknowledged before me by means of physical presence or _online notarization, this 1.3 day of /VG , 2023 , by William R. Grigsby, Jr, n (Name of Person) who is personally known tome or produced °: %7, as identification. r Notary Pi uState of Florida George D Skkle ' ° My Commission HH 041464 NOTARY PUBLIC SIGNATURE ,� Expires 09/20/2024 (Rev 4/2020) Page 5 of I 1 5 g fi FINAL SITE PLAN/CONSTRUCTION PLANS CULVER'S OKEECHOBEE FOR LOT 2 OF PARK STREET COMMERCE CENTER, AS APPROVED IN PLAT APPLICATION 23-003-TRC S&L PROPERTIES OKEECHOBEE, LLC LOCATED IN OKEECHOBEE. FLORIDA NOV. 2023 LOCATION MAP WT Mr Project 1 Location �• I $ . 1 A } � K �ORT11 y Civil Sheet List Table SHEET NUMBER SHEET TITLE C-01 COVER SHEET C-02 SIGNATURE SHEET C-03 GENERAL NOTES C-04 UTILITY NOTES C-05 EXISTING CONDITIONS AND DEMOLITION PLAN C-05 OVERALL SITE PLAN C-07 PAVING AND GEOMETRY PLAN C-05 GRADING AND DRAINAGE PLAN C-09 UTILTY PLAN C-10 SITE DETAILS C-11 SITE DETAILS C-12 DRAINAGE DETAILS C-13 BEST MANAGEMENT PRACTICES C-14 STORM WATER POLLUTION PREVENTION PLAN CIVIL ENGINEER: ARCHITECT: SURVEYOR: CONTRACTOR: GEOTECH: OWNER: JOSHUA COCKRIEL P.E. WENDY MARTIN, ALA. NCARB BSM 8 ASSOCIATES, INC McCON BUILDING CORPORATION KSM ENGINEERING AND TESTING JEFF UEGEL KIMLEY-HORN AND ASSOCIATES, INC. OLLMANN ERNEST MARTIN ARCHITECTS 80 BE 31 ST LANE 12D9 JOSEPH ST. 11345 US HIGHWAY 1 S&L PROPERTIES OKEECHOBEE LLC 12740 GRAN BAY PARKWAY WEST, SUITE 2350 200 S STATE ST. OKEECHOBEE, FL 34974 DODGEVILLE. WI 53533 SEBASTIAN, FL 32771 2651 ORKING CT. JACKSONVILLE. FLORIDA 32258 BELVIDERE IL61OD8 (86314BI 8324 PHONE 929.7737 PHONE (77215890712 PORTAGE. WI 589D1 PHONE (904)8?A-39W PHONE (815) 5"7790 PHONE (60B) 742-2898 FOFR ENGINEER O F R SIGNATURE ANC tto;mammszO Banns an REFER T C-02-SIGNAT URB _ __ __ ___._.. ___.__-. wn n o Z 0a 140 .0 �> Z a Landscape Architect Sheet List Table SHEET NUMBER SHEET TITLE LP-100 PLANITNG PLAN LP-150 PLANTING NOTES LP-151 PLANTING DETAILS IR-100 IRRIGATION PLAN IR-ISO IRRIGATION NOTES IR-151 IRRIGATION DETAILS PROJECT DATUM: NAVD88 THE SITE CONSTRUCTION STAKEOUT SHALI. BE PERFORMED UNDER THE DIRECTION OF A FLORIDA REGISTERED SURVEYOR AU70CAC FILES WILL BE FURNISHED TO ND IN THE SITE CONSTRUCTION STAKEOUT. ANY DISCREPANCIES FOUND BETWEEN AUTOCA: FILES AND SITE CONSTRUCTION PLANS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR CLARIFICATION PRIOR TO THAT STAKEOUT. a ways cAl"I F- fW1 Wslness Bryn Eef nyou E1410 underpcunE W il8ies IorneE aM maheE L -i Lu !Z v J W O CD W LU W I� m Co O = U LLLJLu Wow Wow Y W cn9 Dew of: LLJ \W J J v> SHEET NIJm C-O 1 • fr r FINAL SITE PLAN/CONSTRUCTION PLANS CULVER I IS OKEECHOBEE FOR LOT 2 OF PARK STREET COMMERCE CENTER, AS APPROVED IN PLAT APPLICATION 23-003-TRC S&L PROPERTIES OKEECHOBEE, LLC CIVIL ENGINEER: ARCHITECT: JOSHUA COCKRIEL P.E. WENDY MARTIN. ALA, NCARB KIMLEY-HORN AND ASSOCIATES, INC. OLLMANN ERNEST MARTIN ARCHITECTS 12740 GRAN BAY PARKWAY WEST, SUITE 2350 200 S STATE ST. JACKSONVILLE, FLORIDA 32258 BELVIDERE, IL 6100E PHONE (904) 825-39M PHONE (815) 5447790 LOCATED IN OKEECHOBEE, FLORIDA NOV. 2023 Civil Sheet List Table SHEET NUMBER SHEET TITLE C-01 COVER SHEET C-02 SIGNATURE SHEET C-03 GENERAL NOTES C-04 UTILITY NOTES C-05 EXISTING CONDITIONS AND DEMOLITION PLAN C-06 OVERALL SITE PUN C-07 PAVING AND GEOMETRY PLAN C-OB GRADING AND DRAINAGE PLAN C-09 UTILITY PLAN C-10 SITE DETAILS C-11 SITE DETAILS C-12 DRAINAGE DETAILS C-13 BEST MANAGEMENT PRACTICES C-14 STORM WATER POLLUTION PREVENTION PLAN SURVEYOR: CONTRACTOR: GEOTECH: OWNER: BSM 8 ASSOCIATES, INC WcCON BUILDING CORPORATION KSM ENGINEERING AND TESTING JEFF UEGEL 80 SE 31 ST LANE 1209 JOSEPH ST. 11345 US HIGHWAY 1 S&L PROPERTIES OKEECHOBEE. LLC OKEECHOBEE. FL 34974 DODGEVILLE, NA 53533 SEBASTIAN, FL 32T71 2651 KIRMNG CT. (863) 494 8324 PHONE (608) 9237737 PHONE (772) 589 0712 PORTAGE. WA 58901 PHONE (WS) 742-2898 FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02-SIGNATURE SHEET 0 ,0 110 n 0 o I© �N N =O Z w o x Landscape Architect Sheet List Table SHEET NUMBER SHEET TITLE LP-100 PLANTING PLAN LP-150 PLANTING NOTES UP-1 PLANTING DETAILS IR-100 IRRIGATIDN PLAN IR-150 IRRIGATIDN NOTES IR-151 IRRIGATION DETAILS PROJECT DATUM: NAVD 88 THE SITE CONSTRUCTION STAKEOUT SHALL BE PERFORMED UNDER THE DIRECTION OF A FLORIDA REGISTERED SURVEYOR. AUTOCAD FILES WALL BE FURNISHED TO AID IN THE SITE CONSTRUCTION STAKEOUT, ANY DISCREPANCIES FOUND BETWEEN AUTOCAD FILES AND SITE CONSTRUCTION PLANS SHALL BE BROUGHT TO THE ENGINEERS ATTENNON FOR CLARIFICATION PRIOR TO THAT STAKEOUT. F ways call fin wo iull t,ulm,ss a,n pelorc you arc m..1,e,oe —AM LL1 LLJ 0 L,LJ m 0 Co 0 0 = = U U LU LLJ o Y W o0 w V O a W J W LL Lau � O W J 0 11 = J w rn 0 SHEET NUMBER C-01 • • • i VE\11111111/// >< ��'�: GENBF ��A4\ L . O tN g `q y.r w Ua I� Matth JLI6666999 & . N n s �xsx.asoo N n N oEOF'. oF ` o Kimley-Horn and Associates, Inc. Kimley-Horn and Associates, Inc. 12740 GRAN BAY PARKWAY WEST, SUITE 2350 JACKSONVILLE. FLORIDA 12740 GRAN BAY PARKWAY WEST, SURE 2350 s I - 32258 CERTIFICATE OF AUTHORIZATION: 696 JACKSONVLLE. TION: 3STR8 AUTHORIZATION: REGISTRY < ' JOSHUA COCKRIEL, P.E. 86636 CERTIFICATE OF 93 35106 MATTHEW A. JURNEY No, LA6666993 n 0 ifi • - p� Y 6 Y THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOSHUA THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY COCKRIEL, P.E. ON THE DATE ADJACENT TO THE SEAL MATTHEW A. JURNEY ON THIS DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED F8 SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON AND SEALED AND MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ANY ELECTRONIC COPIES THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE ABOVE NAMED PROFESSIONAL LANDSCAPE ARCHITECT SHALL BE THE FOLLOWING SHEETS N ACCORDANCE WITH RULE 61G15-23.004, F.A.C. RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.D04, F.A.C. �� M NO o rc s W O If < tV a ,� Civil Sheet List Table Landscape Architect Sheet List Table x 0 Z _ 5 SHEET NUMBER SHEET TITLE SHEET NUMBER SHEET TITLE 3 C-DI COVER SHEET LP-100 PLANITNG PLAN C-02 SIGNATURE SHEET LP-150 PLANTING NOTES C-03 GENERAL NOTES LP-151 PLANTING DETAILS L1J C-04 UTILITY NOTES IR-100 IRRIGATION PLAN W = C-05 EXISTING CONDITIONS AND DEMOLITION PLAN IR-150 IRRIGATION NOTES P C-D6 OVERALL SITE PLAN IR-151 IRRIGATION DETAILS '^ C-07 PAVING AND GEOMETRY PUN V / Y C-08 GRADING AND DRAINAGE PLAN C-09 UTILITY PLAN C-10 SITE DETAILS LL e C-11 SITE DETAILS ' S C-12 DRAINAGE DETAILS E C-13 BEST MANAGEMENT PRACTICES i( i C-14 STORM WATER POLLUTION PREVENTION PLAN /Z F1 'n w LLJ w LLJ m _ CO Q O = U U w LLJ a LLJoIM U O Y J Ou'J W� a LLI LL O w IY O7 J a 0 J U U co Y C/) 0 SHEET NUMBER C-02 • • C� GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE CITY OF OKEECHOBEE, FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) AND THE CITY OF OKEECHOBEE UTILITY DEPARTMENT STANDARDS, SPECIFICATIONS, AND REQUIREMENTS. 2. ELEVATIONS ARE BASED ON NAVD 1988 DATUM. SURVEYS PROVIDED BY BSM k ASSOCIATES, INC, DATED NOVEMBER 11 2022. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND BECOMING FAMILIAR WITH THE SITE PRIOR TO CONSTRUCTION AND BIDDING. 4. THE CONTRACTOR SHALL ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION DRAWINGS S. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PERMITTED CONSTRUCTION DOCUMENTS. ANY DEVIATION FROM THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE ORGANIZATIDN AND/OR ENTITY RESPONSIBLE FOR THE INSTALLATION TO UPDATE/REPLACE ANY DEFICIENT MATERIAL/EQUIPMENT NECESSARY TO BRING THE FINAL PRODUCT TO THE STANDARDS OF THE PERMITTED CONSTRUCTION DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL/DISPOSAL OF ANY UNSUITABLE MATERIAL FROM HIS OPERATION, FURNISHING AND COMPACTING SUITABLE REPLACEMENT BACKFILL MATERIAL IN ACCORDANCE WITH FEDERAL, STATE. AND LOCAL REGULATIONS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INCLUDING RIGHT-OF-WAY PERMITS, AND INSURANCE REQUIRED FOR THE PROJECT. B. THE LOCATION OF ALL UTILITIES SHOWN ON THE DRAWINGS ARE FROM INFORMATION PROVIDED BY THE SURVEYOR. THE CITY OF OKEECHOBEE PUBLIC WORKS DEPARTMENT AND LIMITED FIELD OBSERVATIONS. 9. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO CONFIRM, IN THE FIELD, THE LOCATIONS AND ELEVATIONS SHOWN PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 10. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION AND BUILDING PLACEMENT WITH ALL OTHER UTILITIES CONSTRUCTION. 11. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE EROSION AND TURBIDITY CONTROLS DURING AND FOLLOWING CONSTRUCTION UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED TO AVOID ADVERSE ENVIRONMENTAL IMPACTS TO OFF -SITE PROPERTY AND DRAINAGE SYSTEMS 12. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH STORMWATER POLLUTION PREVENTION PLAN INCLUDED HEREIN. 13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR SODDED IN ACCORDANCE WITH THESE CONSTRUCTION PLANS AND PROJECT SPECIFICATIONS. 14. ALL AREAS OF DISTURBED CITY, OR STATE RIGHT-OF-WAY SHALL BE SODDED. 15. THE CONTRACTOR SHALL PROVIDE A TEMPORARY WATER SERVICE OR WATER TRUCK FOR WASH -DOWN OF VEHICLES LEAVING THE PROJECT SITE IF NECESSARY. 16. THE CONTRACTOR(S) SHALL NOTIFY ALL APPLICABLE UTILITIES COMPANIES, THE ENGINEER OF RECORD, AND THE PROPERTY OWNER 48 HOURS PRIOR TO INITIATING ANY EXCAVATION ACTIVITIES, OR AS SPECIFIED BY THE UTILITIES COMPANIES AND THE PERMITS OBTAINED FOR THE WORK. 17. THE ENGINEER OF RECORD SHALL BE GIVEN FORTY EIGHT HOURS (48-HR) NOTICE OF ALL MEETINGS AND OR TESTING MEASURES RELATED TO SAID PROJECT. 18. THERE ARE TO BE NO OPEN TRENCHES AT THE END OF EACH WORK DAY. 19. THE TRENCH SAFETY SYSTEM SHALL BE COMPUANT WITH OSHA STANDARD 29 CFR SECTION 1926.650 SUBPART P. THE CONTRACTOR SHALL PREPARE AND MAINTAIN DOCUMENTATION THAT THE TRENCH SAFETY SYSTEM IS IN COMPLIANCE WITH THE STATED OSHA STANDARD. 20. CONSTRUCTION WARNING SIGNS ARE TO BE MOUNTED AND ERECTED BEFORE CONSTRUCTION CAN COMMENCE. THESE AND ALL TRAFFIC CONTROL DEVICES SHALL FOLLOW THE STANDARDS SET FORTH BY THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS WELL AS FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD INDEX. 21_ THE CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING THE AREA OF CONSTRUCTION AND SAFELY ROUTING ALL VEHICULAR AND PEDESTRIAN TRAFFIC AROUND THE CONSTRUCTION AREA. THE CONSTRUCTION AREA SHALL BE CLEARLY MARKED AT ALL TIMES. 22. THE CONTRACTOR(S) SHALL LOCATE, VERIFY, AND IDENTIFY ALL EXISTING UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THE PLANS PRIOR TO ANY EXCAVATING ACTIVITIES. 23. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION AND TAKE ALL MEASURES NECESSARY TO PROTECT UTILITIES DURING CONSTRUCTION. SHOULD ANY UTUTY LINE OR COMPONENT BECOME DAMAGED OR REQUIRE RELOCATION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE RESPONSIBLE UTILITY COMPANY, THE ENGINEER OF RECORD, AND THE CITY OF OKEECHOBEE 24, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, SURVEY MONUMENTS, MARKERS, CORNERS, AND EXISTING FEATURES IN THE AREA. ANY DAMAGE SHALL BE REPLACED/REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATIONS. 26. A COPY OF THE CONTRACTORS GENERAL LICENSE AND/OR UNDERGROUND UTILITY UCENSE SHALL BE PROVIDED TO THE OWNER AT THE TIME OF THE PRE -CONSTRUCTION CONFERENCE. 27. CEOTECHNICAL REPORT AND BORINGS ARE PROVIDED BY KSM ENGINEEREING AND TESTING, DATED DECEMBER 30. 2022. REFER TO DRIVEWAY k PARKING LOTS FOR SITE PREPARATION RECOMMENDATIONS. 28. CONTRACTOR SHALL REFER TO THE GEOTECHNCAL REPORT FOR PROCEDURES IN PROPERLY PREPARING THE SITE FOR CONSTRUCTION OF FOUNDATIONS, PAVEMENT AND ALL ELEMENTS RELATED TO THIS PROJECT. 29, ANY MATERIALS CLASSIFIED BY THE GEOTECHNICAL REPORT AS UNSUITABLE SHALL NOT BE USED AS FILL SOIL UNLESS A METHOD OF MAKING THE MATERIAL SUITABLE IS APPROVED BY THE GEOTECHNICAL REPORT ENCINEER AND THE CLIENT. 30. ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS. COSTS FOR EXCAVATION AND OFFSITE HAULING AND DISPOSAL SHALL BE BORNE BY THE CONTRACTOR. 31. TEMPORARY CONTROL OF GROUNDWATER SHOULD FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. 32 A CITY OF OKEECHOBEE INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO THE FINAL INSPECTION. DEMOLITION NOTES: 1. CODES ALL CODES REGULATING DEMOLITION WORK SHALL BE COMPLIED WITH. THE CONTRACTOR SHALL PUT UP AND MAINTAIN SUCH BARRIERS AND WARNING LIGHTS, AS MAY BE NECESSARY OR REWIRED BY CODE, TO PROTECT AND PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING THE DEMOLITION WORK AREA. ALL DEMOLITION OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)INSOFAR AS THEY APPLY TO DEMOLITION WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. PROTECTION OF BUILDINGS Q EQUIPMENT TEMPORARY PROTECTIVE DEVICES, AS REQUIRED SHALL BE INSTALLED ADJACENT TO THE DEMOLITION WORK FOR PROTECTION OR PERSONNEL, EXISTING ADJACENT BUILDINGS, STRUCTURES AND EQUIPMENT AGAINST DUST, FALLING DR FLYING DEBRIS. ANY DAMAGE TO EXISTING STRUCTURES, FACILITIES AND/OR EQUIPMENT RESULTING FROM DEMOLITION WORK SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. 3. DISPOSAL OF EXISTING EQUIPMENT a DEBRIS ALL DEBRIS AND EXISTING MATERIALS AND EQUIPMENT SHALL BE HAULED AWAY AND DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR OBTAINING DISPOSAL AREAS. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PREVENT SPILLAGE OF MATERIALS BEING HAULED N PUBLIC STREETS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY CLEAN UP ANY SPILLAGE WHICH MAY ACCIDENTALLY OCCUR. 4, CLEANUP THE CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING. TOOLS, SCAFFOLDING AND OTHER DEMOLITION EQUIPMENT MUST AT ALL TIMES BE KEPT IN A NEAT AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOLITION OPERATIONS, THE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS REQUIRED FOR SUBSEQUENT NEW WORK. PAVING AND DRAINAGE NOTES: 1. ALL GRADING, PLACEMENT OF FILL, AND COMPACTION SHALL BE IN ACCORDANCE WITH THE CITY OF OKEECHOBEE STANDARD SPECIFICATIONS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. N THE EVENT OF A STANDARD CONFLICT, THE CITY OF OKEECHOBEE SPECIFICATIONS AND STANDARDS SHALL HAVE PRIORITY. 2. THE CONTRACTOR SHALL CONSTRUCT ALL DRAINAGE STRUCTURES TO THE DESIGN ELEVATIONS SHOWN AND IN COMPUANCE WITH TYPICAL CONSTRUCTION DETAILS. 3. ALL PIPE LENGTHS SHOW HEREIN ARE APPROXIMATE LENGTHS FROM CENTER TO CENTER OF THE RELATED STRUCTURES. 4. ALL PIPE LENGTHS ARE SCALED AND MAY REWIRE SLIGHT FIELD ADJUSTMENTS TO FIT CONDITIONS. ALL PIPE CROSSINGS SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR MAX. DRY DENSITY (ASTM D1557) AT V UFTS, S. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THE PAVING AND DRAINAGE FACILITIES WITH ALL OTHER CONSTRUCTION. WATER AND SANITARY SEWER ARE PROVIDED AS PART OF THESE CONSTRUCTION DOCUMENTS. 6. ALL PIPE JOINTS SHALL BE PROPERLY FITTED AND SEALED PER PRODUCT MANUFACTURERS SPECIFICATIONS 7. THE CONTRACTOR SHALL COORDINATE ALL NOTIFICATIONS AND UTILITY LOCATION EFFORTS WITH THE UIUTY OWNERS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES WRING CONSTRUCTION. REFER TO THE STORMWATER POLLUTION PREVENTION PUN. 9. COMPACTION DENSITIES FOR ALL ROADWAY CROSSINGS ARE TO BE TAKEN N ONE -FOOT (1') UFTS. 10. UMEROCK BEARING RATIOS FOR SUBGRADE AT FORTY (40) AND LIMEROCK OR ALTERNATIVE BASE COURSE AT ONE HUNDRED (1D0). THERE WILL BE NO UNDER TOLERANCE CRUSHED CONCRETE IS AN ACCEPTABLE ALTERNATIVE TO UMEROCK, ONLY IF IT MEETS THE SPECIFICATIONS DEFINED IN THE GEOTECHNICAL REPORT AS BASE COURSE' AND AS APPROVED BY THE ENGINEER OF RECORD. 11, ALL MATERIAL USED FOR BACKFILL SHALL BE CLASS A3 FREE DRAINING SAND. 12. ALL CONSTRUCTION LINES & GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE CONTRACTOR. 13. CONTRACTOR DULL CLEAR, GRUB AND DISPOSE OF ALL DEBRIS AND SURFACE ORGANICS TO FIRM MATERIAL IN ALL EASEMENTS, ROAD RIGHT-OF-WAYS AND DETENTION AREAS. DISPOSAL SHALL BE INCLUDED IN THE CONTRACT. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION OF DOWNSTREAM TURBIDITY/ SILTATION THROUGH THE USE OF HAY BALES, SCREENS, SILTATION BASINS, CHEMICAL FLOCCULATION AND/OR ANY OTHER SUITABLE MEANS REWIRED TO MEET FLORIDA STREAM STANDARDS. SEED AND MULCH ALL DISTURBED AREAS, SOD AS REQUIRED TO CONTROL EROSION THROUGH FINAL INSPECTION AND TO PRODUCE A UNIFORM STAND OF GRASS THROUGHOUT. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR BRICKING UP CURB INLETS TO FINISHED GRADE AND FURNISHING AND MAINTAINING ALL HARDWARE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING CURB TRANSITIONS TO FINISH GRADE. 17. UNDERDRAINS SHALL BE INSTALLED IN ALL CASES WHERE THE SEASONAL HIGH WATER TABLE IS CLOSER THAN 12 INCHES BELOW THE PROPOSED SUBGRADE OF ANY ROAD, REGARDLESS OF PLANS. UNDERDRAINS SHALL BE STUBBED OUT 20' FROM ALL CURB INLETS FOR FUTURE POSSIBLE USE. 18. FILTER WRAP ALL DRAINAGE JOINTS TO CITY OF OKEECHOBEE SPECIFICATIONS, 19. A 2' STRIP OF SOD IS REWIRED AROUND ALL DITCH BOTTOM INLETS. 20. ALL POND SIDESLOPES SHALL BE STABILIZED WITH ESTABLISHED GRASS AT TIME OF FINAL INSPECTION. 21. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING ALL ADA PARKING SPACES AND ACCESSIBLE ROUTES, PURSUANT TO THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, LATEST EDITION IN EFFECT AT THE TIME THE PROJECT WAS APPROVED BY THE CITY OF OKEECHOBEE. IF THERE ARE DISCREPANCIES IN THE CONSTRUCTION DRAWINGS REGARDING GRADES ON SLOPES COMPARED TO ADA REQUIREMENTS, CONTRACTOR SHALL NOTIFY ENGINEER FOR CLARIFICATION, PRIOR TO IMPLEMENTATION. CONTRACTOR WILL BE RESPONSIBLE FOR ANY PAVEMENT, PARKING STALLS, SIDEWALKS, OR OTHER ADA ELEMENTS ASSOCIATED WITH THIS PROJECT THAT DOES NOT CONFORM TO ADA CUIDELINES AND THE INTENT OF THESE PLANS. 22. ALL ROADWAYS, DRIVEWAYS, AND BUILDING PAD LOCATIONS SHOULD BE PROOF ROLLED PRIOR TO IMPORTATION OF ADDITIONAL FILL OR SUBBASE MATERIAL (UMEROCK). IN THE EVENT THAT PROPOSED COMPACTION AND DENSITIES CANNOT BE ACHIEVED. CONTRACTOR SHALL NOTIFY ENGINEER TO AID N DETERMINING UMITS OF UNSUITABLE MATERIALS, SIGNAGE NOTES: 1. ALL SIGNS WITHIN CITY OF OKEECHOBEE RIGHT OF WAYS MUST MEET THE CITY OF OKEECHOBEE STANDARDS SIGNAGE AND PAVEMENT MARKING NOTES: 1. PAVEMENT MARKINGS SHOULD BE PLACED AS SHOWN ON THE PLANS AND DETAIL SHEETS. 2- ANY REQUIRED TEMPORARY MARKINGS MUST BE IN PLACE BEFORE OPENING LANES OF TRAFFIC. PAY ITEMS FOR TEMPORARY PAVEMENT MARKINGS ARE TO BE INCLUDED IN THE CONTRACT. 3. THE REMOVAL OF EXISTING PAVEMENT MARKINGS WILL BE CONSIDERED AN INCIDENTAL ITEM WITH NO ADDITIONAL COMPENSATION PROVIDED. 4. ALL PERMANENT PAVEMENT MARKINGS SHALL MEET CURRENT CITY OF OKEECHOBEE SPECIFICATIONS AND/OR FOOT STANDARD SPECIFICATIONS, LATEST EDITION. 5. THERMOPLASTIC PAVEMENT MARKINGS ARE TO BE PLACED NO SOONER THAN 30 CALENDAR DAYS AFTER THE COMPLETION OF THE FINAL PAVEMENT LAYER. 6, A BITUMINOUS REFLECTIVE PAVEMENT MARKER (RPM) ADHESIVE MEETING CURRENT CITY OF OKEECHOBEE AND/OR FOOT SPECIFICATIONS SHALL BE USED ON ASPHALT ROADWAYS 7. THE CONTRACTOR SHALL USE CLASS - B REFLECTIVE PAVEMENT MARKERS (RPMS) INSTALLED TO MEET CURRENT CITY OF OKEECHOBEE SPECIFICATIONS AND/OR FOOT STANDARD SPECIFICATIONS & REFLECTIVE PAVEMENT MARKERS THAT DO NOT CONFLICT WITH PERMANENT (THERMOPLASTIC) MARKINGS SHALL BE PLACED ON ALL FINAL ASPHALTIC CONCRETE SURFACES IMMEDIATELY AFTER THE TEMPORARY PERMANENT STRIPING IS IN PLACE 9. PAVEMENT MARKINGS REMOVAL: n PAINT BLACKOUT METHOD OF PAVEMENT MARKINGS REMOVAL IS NOT ACCEPTABLE. b. GRINDING OR HYDRO BUST METHODS SHALL BE USED ON WEATHERED ASPHALT SURFACES. [.REMOVAL ON NEW ASPHALT SURFACES SHALL BE BY HYDRO BUST METHOD ONLY 10. IN THE EVENT OF A CONFLICT BETWEEN THE SPECIFICATIONS OF THE CITY OF OKEECHOBEE AND THE SPECIFICATIONS OF THE FDOT, THE CITY OF OKEECHOBEE WILL PREVAIL FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02-SIGNATURE SHEET V n N O K 0 o f N <C4 w a YO Z iY g O V! LLJ O Z J NQ L.L W Z /L1J V w LLo w m O O O = = U U w LLIK Y W °O Y °w to J 0 W '^ W f- �/' IL W IL J a o J U U W o SHEET NUMBER C-03 • • i g �H UTILITY NOTES: 1. ALL WATER, SEWER, AND REUSE WORK MUST BE PERFORMED IN ACCORDANCE WITH CITY OF OKEECHOBEE UTILITY DEPARTMENT WATER AND SEWER STANDARDS. DETAILS. AND SPECIFICATIONS AS WELL AS ALL APPLICABLE STATE AND LOCAL REGULATIONS 2. ALL EQUIPMENT AND MATERIALS SHALL COMPLY WITH THE CITY OF OKEECHOBEE UTILITY DEPARTMENT STANDARDS AND SPECIFICATIONS. 3. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL -UNCUT LENGTH OF WATER QUALITY PIPE (I.e. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER # DR 25 AWWA C-900 WATER) WHICH IS USUALLY 20 FEET LONG WLL BE CENTERED ON THE POINT OF CROSSING. THE CONTRACTOR WILL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. 4. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL 8E CENTERED AT THE POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF CROSSINGS REGARDLESS OF THE VERTICAL SEPARATIONS. 5. IN THE CASE WERE SOLVENT CONTAMINATION IS FOUND N TRENCH, WORK WILL BE STOPPED AND THE PROPER AUTHORITIES NOTIFIED. WTH THE APPROVAL OF THE CITY OF OKEED40OU HEALTH DEPARTMENT, DUCTILE IRON PIPE. FITTINGS AND APPROVED SOLVENT RESISTANT CASKET MATERIAL SHALL BE USED IN THE CONTAMINATE AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. 6. IN REGARD TO THE REOIEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS SHALL BE INDICATED IN RED OR PINK ON THE RECORD OR AS BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE BACTERIOLOGICAL SAMPLE LAB SHEETS. 7. THE RECORD OR 'AS BUILT' DRAWINGS TO BE PREPARED BY THE CONTRACTOR AND SUBMITTED AT THE TIME OF THE REQUEST FOR A LETTER OF RELEASE TO PUCE THE CONSTRUCTION INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) UNES AT ALL CROSSING AND PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET. IN ADDITION, THE CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED INCASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. S. EXISTING UTIUTIES SHOWN ON THESE PLANS HAVE BEEN LOCATED PER THE BEST MEANS AVAILABLE WTHOUT EXCAVATION. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9, VERTICAL LOCATIONS OF ALL UTILITIES (EXCLUDING EXISTING STORM SEWERS) SHOWN ON PLAN AND PROFILE SHEETS HAVE BEEN ASSUMED. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION NEAR EXISTING UTILITIES SHOWN ON THE PLANS AND NOTIFY THE ENGINEER IF LOCATION DIFFERS FROM THAT SHOWN ON THE PUNS BEFORE CONTINUING WITH CONSTRUCTION. 10. SHOULD CONDITIONS VARY FROM THOSE SHOWN ON THESE PLANS THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO CONTINUING CONSTRUCTION. 11. ALL WATER AND SEWER CONSTRUCTION SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY CONTRACTOR UCENSED UNDER THE PROVISIONS DR CHAPTER 489. FLORIDA STATUTES. 12. ALL UNDERGROUND UTIUTIES TO BE INSTALLED SHALL BE IN ACCORDANCE NTH THE CITY OF OKEECHOBEE UTILITY DEPARTMENT SPECIFICATIONS AND THE APPROVED SITE PUNS. 13. ALL WATERMAINS AND FORCEMAINS SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE. ALL UTIUTY PIPELINES ARE DESIGNED TO FINISHED GRADE AND SHALL BE PROTECTED FROM DAMAGE UNTIL WORK IS COMPLETED. 14. UNSUITABLE MATERIALS UNDER WATER AND SEWER MAINS SHALL BE REMOVED AND REPLACED NTH SELECTED BACKFILL PROPERLY COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557). 15. ALL CURB STOPS ARE TO BE FORD BALL -TYPE WITH LOCKING CAPACITY. 1' MINIMUM. 16. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER UNES HAVE BEEN PRESSURE TESTED, DISINFECTED, CLEARED FOR SERVICE AND ACCEPTED FOR MAINTENANCE BY CITY OF OKEECHOBEE UTILITY DEPARTMENT AND FDEP. 17. CONTRACTOR IS RESPONSIBLE FOR PROPER NOTIFICATION OF INSPECTING AUTHORITIES BEFORE AND DURING CONSTRUCTION. 18, MECHANICAL RESTRAINTS ARE REQUIRED WHERE WATER MANS AND FORCE MAINS ARE TERMINATED AND AT ALL BENDS ANY VERTICAL CONFLICT CROSSING USING FITTING SHALL BE RODDED THROUGHOUT THE CROSSING. WHERE FORCE MAINS OR WATER MAINS ARE LAID WITHOUT FlTTNCS, THE MAXIMUM DEFLECTION SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE USED. 19. FITTINGS SHALL BE USED AT LOCATIONS INDICATED ON THE PLANS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 20. ALL UNDERGROUND VALVES SHALL BE INSTALLED NTH AN ADJUSTABLE CAST IRON VALVE BOX WITH TOP SET TO FINAL GRADE IN ACCORDANCE WITH THE CITY OF OKEECHOBEE UTILITY DEPARTMENT DETAILS AND SPECIFICATIONS. NQRNQTI E 21, ALL COMMERCIAL BUILDING PERMITS AND METERS TO BE PROCESSED THROUGH THE CITY OF OKEECHOBEE UTIUTY DEPARTMENT WATER AND SEWER CUSTOMER SERVICE SHALL BE ACCOMPANIED BY A SET OF APPROVED CIVIL DESIGN PLANS. 2.2. ALL WATER AND SEWER TAPS TO BE PERFORMED BY UTIUTY CONTRACTOR DR LICENSED MASTER PLUMBER MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE THROUGH YOUR CITY OF OKEECHOBEE UTILITY DEPARTMENT INSPECTOR. IN ADDITION, IT IS THE ENGINEER OF RECORD'S RESPONSIBILITY TO SECURE APPLICABLE D.E.P./CITY OF OKEECHOBEE UTIUTY DEPARTMENT PERMITS IN ACCORDANCE WITH THE CITY OF OKEECHOBEE UTIUTY DEPARTMENT PERMITTING PROCEDURES. 23. METERS TO BE INSTALLED BY THE CITY OF OKEECHOBEE UTILITY DEPARTMENT FORCES UPON APPLICATION AND PAYMENT BY LICENSED MASTER PLUMBER. 24. WATER AND SEWER CAPACITY FEES SHALL BE REQUIRED AT TIME OF BUILDING PERMIT APPLICATION. FEES VALE BE BASED ON TOTAL NUMBER OF PLUMBING FIXTURE UNITS SHOWN OR LISTED ON BUILDING PLANS. 25. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED 48 HOURS IN ADVANCE WTH THE CITY OF OKEECHOBEE UTILITY DEPARTMENT. 26. ALL ON -SITE PRIVATE WATER AND SEWER CONSTRUCTION REQUIRES A PLUMBING PERMIT WITH SCHEDULED INSPECTION PRIOR TO INSTALLATION - CONTACT CITY CHIEF PLUMBING INSPECTOR. POTABLE WATER SYSTEM NOTES: 1. NOTIFY THE CITY OF OKEECHOBEE UTILITY DEPARTMENT 48 HRS. IN ADVANCE OF MAKING THE CONNECTION TO THE EXISTING WATER MAN STUB. A CITY OF OKEECHOBEE UTIUTY DEPARTMENT INSPECTOR SHALL BE PRESENT AT TIME CONNECTION IS MADE. 2. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES AND CONNECTION POINTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER OF RECORD IMMEDIATELY. 3. ALL WATER MAINS 4' THRU 12' DIAMETER SHALL BE PVC 112D-CUSS 150-DR-18 NTH PUSH -ON CASKETED JOINTS IN ACCORDANCE NTH THE CITY OF OKEECHOBEE UTILITY DEPARTMENT SPECIFICATIONS. 4. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE USTED AS NSF-PW AND SHALL BE SO MARKED. 5. ALL WATER LINES 2" DIAMETER ONLY SHALL BE PVC 1120-PR200-SDR21, PVC 1120-SCHEDULE 40 AND SCHEDULE SO IN ACCORDANCE WITH LAKE CITY UTILITY DEPARTMENT SPECIFICATIONS. ALL 2' AND SMALLER WATER SERVICE UNES SHALL BE POLYETHYLENE PIPE. 6. ALL NEW AND RELOCATED WATER MAIN PIPE, FITTINGS, VALVES, AND FIRE HYDRANTS SHALL BE IN CONFORMANCE WITH APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) AND THE CITY OF OKEECHOBEE UTILJTY DEPARTMENT STANDARDS. 7. ALL NEW AND RELOCATED WATER MAIN PIPE AND FITTINGS WILL COMPLY WTH THE LATEST FDEP AND AWWA STANDARDS FOR LEAD CONTENT. 8. ALL PACKING AND JOINTING MATERIALS USED IN THE JOINTS OF NEW AND RELOCATED WATER MAIN PIPE SHALL BE IN CONFORMANCE NTH APPLICABLE AWWA AND THE CITY OF OKEECHOBEE UTILITY DEPARTMENT STANDARDS. 9. ALL NEW AND RELOCATED WATER MAINS AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH AWWA AND THE CITY OF OKEECHOBEE UTILITY DEPARTMENT STANDARDS. 10. ALL ROCK AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA AND THE CITY OF OKEECHOBEE UTIUTY DEPARTMENT STANDARDS AND/OR PIPE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES FOR NEW AND RELOCATED WATER MAIN PIPE SHALL BE REMOVED TO A DEPTH OF AT LEAST SIX (6) INCHES BELOW THE BOTTOM OF THE PIPE. CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED FOR NEW AND RELOCATED WATER MAIN PIPE THE BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE NEW AND RELOCATED WATER MAIN PIPE AND TO A SUFFICIENT HEIGHT ABOVE SUCH PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 11. ALL TEES. BENDS, PLUGS, AND HYDRANTS IN NEW AND RELOCATED WATER MAINS SHALL USE RESTRAINED JOINTS PER THE CITY OF OKEECHOBEE UTILITY DEPARTMENT DETAILS TO PREVENT MOVEMENT. 12. ALL NEW AND RELOCATED WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651 AND RULE 62-555.345, F.A.C. 11 ALL NEW AND RELOCATED WATER SERVICES SHALL BE IN CONFORMANCE NTH THE STATE PLUMBING CODE. 14. ALL PIPE AND PIPE FITTINGS FOR NEW AND RELOCATED WATER SERVICES SHALL COMPLY WTH THE LATEST FDEP AND AWWA STANDARDS FOR LEAD CONTENT. ALL SOLDERS AND FLUX FOR NEW AND RELOCATED WATER SERVICES SHALL COMPLY WITH THE LATEST FDEP AND AWWA STANDARDS FOR LEAD CONTENT. 15. THE POTABLE WATER SYSTEM SHALL MAINTAIN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM THE SANITARY SEWER SYSTEM, THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES ARE DESCRIBED IN DETAIL UNDER THE STANDARD WATER/SEWER SEPARATION STATEMENT. SANITARY SEWER SYSTEM NOTES: 1. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES AND CONNECTION POINTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER OF RECORD IMMEDIATELY. 2. SANITARY SEWER LINE SHALL BE SDR-26 PVC PIPE, CONFORMING TO ASTM D-3034. SANITARY SEWER LINE SHALL BE COLOR CODED AND CLEARLY MARKED. 3, SANITARY SEWER FORCE MAN SHALL BE C900 DR78 PVC PIPE CONFORMING TO ASTM D-17B4, D-2241, D-3139. AND F-477. SANITARY FORCE MAIN SHALL BE COLOR CODED GREEN AND CLEARLY MARKED. 4. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD AND THE CITY OF OKEECHOBEE UTILITY DEPARTMENT ALL MDEO LOGS AND DEFLECTION TEST RESULTS FOR RENEW AND APPROVAL. 5. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD AND THE CITY OF OKEECHOBEE UTIUTY DEPARTMENT ALL EXFlLTRATDN/INFILTRATON TEST RESULTS FOR REVIEW AND APPROVAL S. THE SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS ANY DEVIATION FROM THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE ENTITY AUTHORIZING THE DEVIATIONS TO BRING THE SANITARY SEWER SYSTEM INTO COMPLIANCE WITH THESE CONSTRUCTION DOCUMENTS. 7. THE SANITARY SEWER SYSTEM SHALL MAINTAIN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM THE POTABLE WATER SYSTEM, THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES ARE DESCRIBED IN DETAIL UNDER THE STANDARD WATER/SEWER SEPARATION STATEMENT. B. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONSTRUCTION OF THE SANITARY SEWER SYSTEM WITH THE OTHER UTILITIES BEING INSTALLED N THE VICINITY. 9. LEAKAGE TEST SHALL BE CONDUCTED SO THAT THE LEAKAGE EXFILTRATION OR NFLITRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. D(FLTRATION OR INFILTRATION TESTS SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE. ASTM C 924 FOR CONCRETE PRE, ASTM F-1417 FOR PLASTIC PIPE. AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. STANDARD WATER/SEWER SEPARATION STATEMENT 1. SANITARY SEWERS (INCLUDING LATERALS), FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MANS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE NON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WTHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 12 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EOUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS NTH AN EXSTING PIPE NTH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS AND SANITARY SEWER) AND THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE. 2. ALL UNDERGROUND WATERMA NS IN THE PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL SEPARATION OF AT LEAST 3 FEET BETWEEN THE OU754DE OF THE WATERMAIN AND OUTSIDE OF ANY VACUUM SANITARY SEWER, STORM SEWER, STORMWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER UNDER PART III OF CHAPTER 62-610 F.A.C. WATERMAIN SHALL BE LAID AT A MINIMUM DISTANCE OF 6 FEET BETWEEN THE OUTSIDE OF THE WATERMAIN AND THE OUTSIDE OF A GRAVITY SANITARY SEVER (3 FEET IF THE WATERMAIN BOTTOM IS LAID ATLEAST 6- ABOVE THE TOP OF THE SEWER) WATERMAIN SHALL BE LAID ATLEAST 6 FEET HORIZONTALLY (OUTSIDE TO OUTSIDE) FROM PRESSURE SANITARY SEWER, SANITARY FDRCEMAINS. OR RECLAIMED WATER LINES NOT REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS. THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3. ALL DUCTILE IRON, HOPE, AND PVC PIPE SHALL MEET THE CITY OF OKEECHOBEE UTILITY DEPARTMENT STANDARDS AND SPECIFICATIONS - HYDROSTATIC TESTING NOTES 1. AFTER ALL PRESSURE PIPES (WATER MAINS, SERVICES, AND FORCE MAINS) ARE INSTALLED, THE JOINTS COMPLETED, AND THE TRENCH BACKFILLED, THE NEWLY LAID PIPE AND APPURTENANCES SHALL BE SUBJECTED TO A HYDROSTATIC TEST OF 150 PSI FOR WATER, 150 PSI FOR SANITARY FORCEMAIN, AND 200 PSI FOR FIRE LINE FOR A PERIOD OF AT LEAST TWO HOURS. CONTRACTOR SHALL PERFORM A 24-HOUR (MINIMUM) PRE -TEST OF ALL PRESSURE PIPING PRIOR TO SCHEDULING PRESSURE TESTS NTH THE CITY OF OKEECHOBEE UTILITY DEPARTMENT AND THE ENGINEER. THE ENGINEER, AND THE CITY OF OKEECHOBEE UTILITY DEPARTMENT MUST BE NOTIFIED AT LEAST 48 HOURS BEFORE A TEST IS TO BE PERFORMED. TEST SHALL BE AS SET FORTH IN AWWA STANDARD 0600. ANY LEAKS DETECTED SHALL BE CORRECTED AND THE SECTION OF PIPELINE RETESTED. THE TWO HOUR TEST PERIOD SHALL BEGIN WHEN ALL JOINTS HAVE BEEN DETERMINED TO BE WATER TIGHT. LEAKAGE SHALL BE LIMITED TO THAT ALLOWANCE SET FORTH IN SECTION 4 OF AWWA STANDARD 0600 LATEST EDITION. HYDROSTATIC AND LEAKAGE TEST AND BLOW -DOWN (ZEROING OF GAGE) MUST OCCUR BEFORE SAMPLING FOR BACTERIOLOGICAL TEST. THE MAXIMUM ALLOWABLE PRESSURE LOSS IS 5 PSI REGARDLESS OF THE LENGTH OF PIPE. AS -BUILT AND TESTING NOTES: 1. SGNED AND SEALED AS-BUILTS SHALL BE PREPARED BY THE CONTRACTOR ACCORDING TO AGENCY CLEARANCE AND OWNER REOURREMENTS. 2. TESTING SHALL BE PERFORMED BY THE CONTRACTOR ACCORDING TO ALL APPLICABLE REGULATIONS. 3. IN ADDITION TO THE REQUIREMENTS ABOVE, THE CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS AND PROVIDE RESULTS TO THE OWNER: 3.1 FOR GRAVITY SANITARY SEWER: AIR TESTED BETWEEN MANHOLES AT 3.5 PSI FOR 5 MINUTES PER ASTM F1417 FOR PLASTIC PIPES. 3.2 FOR SANITARY FORCEMAINS: HYDROSTATIC PRESSURE TEST OF 150 PSI FOR 2 HOURS 3.3 FOR WATERMAINS AND SERVICE LATERALS: HYDROSTATIC PRESSURE TEST OF 150 PSI FOR 2 HOURS 3.4 FOR FIRE MAINS: PER FFPC AND NFPA 3.5 FOR LIFT STATIONS: START-UP OBSERVATION REPORT BY PUMP MANUFACTURER. 16 FOR CONCRETE PAVEMENT: TEST CYLINDERS (7 DAY AND 28 DAY BREAKS) AT RATE OF 1 PER 100 C.Y. 3.7 FOR ASPHALT PAVEMENT. CORES TAKEN 3 HEAVY DUTY AND 3 LIGHT DUTY PER DAY OF ASPHALT WORK, LOCATIONS AS SPECIFIED BY OWNER. THE CORES SHALL BE TESTED FOR DENSITY AND CONFORMANCE TO THICKNESS REQUIREMENTS CORES SHALL BE HOT PATCHED BY CONTRACTOR. 3.8 FOR SUBGRADE: DENSITY SHALL BE TESTED BY NUCLEAR METHOD. ASTM D6938. ONE TEST IN EACH UFT FOR EACH 10.000 SO. FT. 3.9 FOR BASE., DENSITY SHALL BE TESTED BY NUCLEAR METHOD, ASTM D6938. ONE TEST IN EACH LIFT FOR EACH 2O.DD0 SO. FT. OF IN -PUCE BASE MATERIAL AREA. THICKNESS SHALL BE TESTED ONCE FOR EACH 2O.DD0 SO. FT. OF IN -PUCE MATERIAL AREA. 3.10 FOR UTUTY TRENCHES: DENSITY TEST EVERY 300', MINIMUM ON BETWEEN EACH STRUCTURE. 4. IN CASE OF CONFLICT OR DUPUCATION, CONTRACTOR SHALL ISSUE BID QUESTION ACCORDING TO BID REQUIRREMENTS, IF NO QUESTION IS ASKED, BASE BID SHALL INCLUDE THE CONFLICTING OR DUPLICATE TESTING. 5. OTHER DOCUMENTS TO BE PROVIDED BY CONTRACTOR. CONSTRUCTION COST AS MAY BE REQUIRED BY JURISDICTION TABULATED CAMS DATA AS MAY BE REQUIRED BY JURISDICTION TABULATED NORTHING/EASTING AND CPS DATA AS MAY BE REQUIRED BY JURISDICTION 6. FDEP SANITARY SEWER TESTING REQUIREMENTS LEAKAGE TESTS, 1. THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. 2. EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET 3. AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE, ASTM C-924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. [n f 33.93, 33.94. AND 33.95) DEFLECTION ECTIONI ST FOR All FLEXIBLE PIPE - TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABILIZATION OF THE SOIL -PIPE SYSTEM. 1. NO PIPE SHALL EXCEED A DEFLECTION OF 5% 2. A RIGID BALL OR MANDREL FOR THE DEFLECTION TEST NTH A DIAMETER NOT LESS THAN 95% OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WNIICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX TO WHICH THE PIPE IS MANUFACTURED. 3. PERFORM THE TEST WITHOUT PLI DEVICES [RSWF 33.85) L =E g O V1 n S NNVISN A ' Y NI/ '�swz Y FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02 - SIGNATURE SHEET M0 m N N Q Q' oC) Y� Zffa Lu LLJ o LJ m L o m 0 O = = U U Lw11 r LLJ ° 0 YwNU 0 �w W CL �' w LLI O w m _J _ D J U V 0 w W o SHEET NUMBER C-04 • E ol� $I a 1n L Rc �e o n I 4� ------------ 24J CROSS ACCESS EASEMENT t SANITARY EASEMENT Ib I / SILT LENCE (�.) I� I� I� I I I I / 70E PROPOM BOUNDARY 11 --- I s a I ;— — A;- IS, s s Ss SF SF- INLET PROTECTION (TER . i eg i i m `emu REMOVE EXISTING CURB I I i I I / 1 � I IN.ET PROM lEC71ON (TYP.) I �I I I Q II TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. SEE DETAIL SHEET C-13 - — — — — — - - — — — — — — 24' CROSS ACCESS EASEMENT t SANITARY EASEMENT POWER POLE TO BE REMOVED GUY WIRE TO BE RELOCATED L — d i — s I I I' al PROPOSED FIRE HYDRANT TO BE I CONSTRUCTED BY MASTER DEVELOPER/^I' i 11 REMOVE EXI POWER POLE TO REMAIN d4 isA As 05 3B / NE PARK ST / SR-70 GRAPHIC SCALE IN FEET 0 10 20 40 NORTH � DEMOLITION NOTES: I 1. ALL DEMOUTON MATERWS TO BE REMOVED FROM SITE AND PROPERLY DISPOSED O AT AN APPROVED LANDFILL N 2. THE INTENT OF THE DEMOLITOPL AN AN IS TO DEPICT EXISTING FEATURES THAT O ENCUMBER THE PROPOSED CONSTRUCTION AREA AND ARE SCHEDULED FOR REMOVAL SOME NOD0ITAL ITEMS MY HAVE BEEN INADVERTENTLY OMITTED FROM THE PAW W THE CONTRACTOR IS ENCOURAGED M THOROUGHLY INSPECT THE SITE AS WELL AS REVIEW THE PLANS AND SPECIFICATIONS PRIOR TO SUMM INc PRICING. CONTRACTOR WILL NOT RECEIVE ADDITIONAL COMPENSAOON FOR INCIDENTAL ITEMS NOT SHOWN ON TINS DFMOUTKIN RAN. 3. INS DEMOLITION PLAN M BASED ON AVAILABLE UTIUTY INFORMATION AND MY OR MY NOT BE ALL NCLVSNE FOR THIS SITE ANY UTUIIES EM0CUN7ERED DURING DEMOLITION THAT AWE NOT DEPICTED/ADDRESSED ON T16 DRAWING 94MU BE BROUGHT M TIE ATTENTION OF THE OWNM ARCHITECT. AND PROJECT EN01EER IMMEDIATELY. 4. ALL FEATURES X"TEED ON TIES PLAN WHICH ARE LISTED TO WE DEMOLISHED ARE Z TO BE REMOVED FROM THE SITE. AFTER OEYOUIKIN 6 COMPLETE THE SITE SHALL BE / DELIVERED N A COMDITION SUITABLE FOR DEMELOPMDNT, 3. CONTRACTOR IS RESPONSIBLE FOR CCNTRO1111G AIRBORNE DUST AID POLLUTANTS BY USING WATER SPRINKLING OR OTHER SUITABLE MEANS O CONTROL 6. CONTRACTOR TO USE CARE IN HANDLING DEBRIS FROM SITE TO DMAE THE SAFETY MOj OF THE PUBLIC HAUL ROUTE TO BE 0.DSE1Y MONITORED FOR DEBRIS OR MATMALS L. ? n TRACKED ONTO ADJOINING ROADWAYS. SOEWALKSJ ETC, ROADWAYS AND WALKWAYS TO BE CLEARED DAILY OR AS NECESSARY TO MAINTAIN PUBLIC SAFETY. m O 7. DEIIATERNG SNOOD BE ANTEW HIED AND ALL COSTS PERMITS AND EQUIPMENT FOR DEWAMBNG�41A1 BE INCLUDED IN THE CONTRACTOR'S BD PRICE. JAG N 0. ALL ASPHALT TO BE REMOVED SHALL BE SAW CUT ADJACENT TO REMAND < O � 2c2a9 9. SEE SITE AND IMPROVEMENTS PLANS FOR UNITS AND GRADING OF RESURFACED DRIVEWAYS AND ENTRAN43 z - ♦p < P 10. SAIL LANDSCAPE PVIN CUR TREE REDVAL/ RDOCATION AMID TREE PROTECTION 11. SEE EROSION CONTROL RAM FOR REMAINING INLET PROTECTION AND EROSION PREVENTION. Y Z Y p w 12. DEMOLITION CONTRACTOR SWIRL CONSTRUCT EROSION CONTROL MEASURES AS SHOWN < U ON MS PLAN AS NECESSARY WRING DEMOLITION OPERATIONS OR AS DIRECTED BY n THE ENGINEER, CITY OR COUNTY 04FECM R TO PROTECT ADJACENT PROPERTIES AND o v WATER RESOURCES FROM SOW EROSION AND SEDIMENTATION. 13. VARIATIONS TO CONDITIONS OR DISCREPANCIES N ACTUAL FIELD CONDITIONS AS MET APPLY TO THE DEMOITION OR SITE DEVELOPMENT NOB( MUST BE BROUGHT TO THE O'WIERS REPRESENTATIVE AND ENCNNEDI S ATTENTION PRIOR TO THE COMMENCEMENT swdoo O ANY DQNNZ. 14. CONTRACTOR SHALL LOCATE IDENTIFY. PROPERLY TERMINATE AND MARK ALL EXISTING UTILITIES WITHIN THE DEMOLITION AREA THAT ARE TO REMAIN AND PROTECT THEM FROM DANCE 1S THE DEMOU7DN CONTRACTOR MAT PROTECT ALL IANDSCAPNG AND OTHER FEATURE$ DESIOEATED TO REMAIN AND REPLACE SUCH ITEMS IF DISTURBED OLAWD DEMOLITION. FOR 16. CONTRACTOR SHNl CONDUCT ALL DEMOUTDN OPERATIONS WIN WMUM ENGINEER OF RECORD INTERFERENCE TO PUBLIC AND/OR PRIVATE ACCESSES AND FACILITIES. ALL AREAS SIGNATURE AND SEAL OUTSIDE OFTHE PAVEMENT REOR REMOVAL LIKE MUST BE MAINTAINED FPUBLIC REFER TO ACCESS. C-02 - SIGNATURE SHEET 17. THE DEMOLITION CONTRACTOR MAT PROTECT BENCH MARES PROPERTY CORNERS. AND ALL OMER SURVEY MONIUNTS FROM DAMAGE OR DISPLACEMENT F A MARKER MUST BE REMOVED. IT SHALL BE REPLACED BY A LICENSED LAME SURVEYOR AND REFACED IB. THE DEMOLITION CONTRACTOR SMALL PROVIDE TRAFFIC CONTROL MEASURES AS REWIRED N ACCORDANCE WM THE U.S DEPT. O TRANSPORTATION'MANUAL O +D UNIFORM TRAFFIC CONTROL DEVICES' AND COYFIUED MUNCPAUTY REOUREV ENTS w O N 19. DEPRESSOR AHD VOW PEAS CALMED BY DEMOLITION RORK ARE TO BE FILLED TO M N � N I m SUBMADE AND PROPERLY COMPACTED TO ME DOSING ELEVATION TO AVOID WATER 0-'a)<; < > vaDILD <'E o O m x a /�� z 20. THE TION CONTRACTOR SHA1 ACOUIRI: AL PERMITS AND PAY ALL ASSOCIATED Y O Z R < U FEES PERTAINNG TO THE DEMOUIKR AND DISPOSAL REOUNES THE DEMOUTKN ENTYP IF3 b CONTRACTOR IS RESPONSM E FOR ADHERENCE TO ALL LOCAL STATE. AND FEDERAL REOUIEMUNTS REGARDING INS WORK. IF THEME ARE NO LOCAL STATE OR FEDERAL REOUNEYEITS THE DEMOLITION CON ACTOR SHALL ACOUIRE AN ETDRED" CFRTETCAYKN THAT THE WORK RASE BEEN DOE IN ACCORDANCE WM TIE PLANS 21. THE DEMOLITION CONTRACTOR SHALL COORDINATE THE DEMOLITION TO LEAVE ACCESS Q Z AND VIUTY SERVICE M THE NEIGHBORING MAUDNCS AT ALL TIES % �( 22 THE DEMOLITION CONTRACTOR SHALL FIELD LOCATE. NAM. AND PROTECT ALL EXISTING ` \ I` U IDES i 21 WATER SERVICE SEWER SERVICE. POWER SEANCE AND ALL DRY UTWI7ES SHALL BE / 11 LL MAINTAINED JUT -SERVILE" DRING ME HOURS O BUSINESS FOR ALL DOSING /!1 TENANTS Z V J� J LEGEND �!�. O W� W W - PROPERTY BOUNDARY /) O +...».-..+f........� CURB REMOVAL ^ J —SF SILT FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE ASPHALT PAVEMENT/ CONCRETE/ CURB REMOVAL OINLET PROTECTION ALL ELEMENTS THAT ARE PLACES OF PUBLIC ACCOMMODATIONS AND COMMERCIAL FACIUTIES ON THE SITE (INCLUDING ACCESSIBLE ROUTES AND PARKING) SHALL MEET THE REQUIREMENTS OF'FLORIDA AMERICANS VATH DSABIUTIES ACCESSIBILITY IMPLEMENTATION ACT' THE CURRENT ADA STANDARDS FOR ACCESSIBLE DESIGN, FLORIDA ACCESSIBIUTY CODE FOR BUILDING CONSTRUCTION AND THE FAIR HOUSING `ACT, WHEN APPLICABLE. .Ivry. �,n en HNo Nu e°mPm mrP BAHon you ACE eo n,Ve PROJECT DATUM: NAVD 88 THE PRESFME OF CRONDWATER 910LAD BE ANTICIPATED ON INS PROJECT, CONTRACT"'S BD STILL INCLUDE ALL COSH AND METHODS FOR ALL PROJECT RELATED DETEATEAD fQt ME DIRATI(R1 O COMSTNICTION. W LJ_I o W w o m p O = = U W 0:W W oY W LLO ul O a W J W OL LouW a w J m d o � J U U .6 W W 0 SHEET NUMBER C-05 C] • 1 -----1'"------------T— ----- - 1 117 IV DADNG SETBACK ID URITY FASIENT E LANDSCAPE SNIFTER \\\ \\\ \\\ \\\ \\\ \\\ ` ` \ BARwo SSTOPTOP12 12 x I 2LANDSCAPE 1 PRDPrnTv E-1.1 TO• BUILDING 1I HUSH SNOEWIIy PAM IL 9 20 `\\o„go pT \\\\ Nt \\\ • A S I 9aDPA I \ \\\\\ "\\ �� \\�\� �\\ �` \ \� �� \ \ � � YARION6 (TYP.)`�\ � `\\�� \\\ \ ` \ S,I 1 T PADPM IIDIAENT 9O1 / c I 2D BUIDNG— — — — 2D UTILITY - — — ,D LANDSCAPE BUTTERSETBACK EASEMENT > , W\ I IN PRDPOSED SIGN, , RAN LARDS iRl AND iRARER M \ \ INNS-iHRIT \ \ �• IINR STOP zzz WE AND S10P \ I 10' LANDSCAPE L WDSCAPE r— SUEMAUI PROPOSED AMO CONSTRUCTED BY WSTER D O7PEER NE PARK ST I NORTH GRAPHIC SCALE IN FEET 0 10 20 40 ■ ■ PROPERTY BOUIDART — — BLEDBR. SETMCE LIE LAN DSGWE III TS CROSS-AOC S EASBOIT STAIDNID DIRT ASPIIAIT PAVflEHT ` � � ; \ \ luw ouTT ASEEUT PAvooR WIaEIE PAVDENT CONOEIE SOE71U( BOUARO STE DATA SUNNMY 3-t5-37-35-Dno-00010-mtD ztNlNc: caNLRcuL LOT SZE (S) 93.872 LOT SIZE (AC) 2.15 BUEDNO (SF) ♦.BZ7 BUILDING CFA (SF) A.B27 FAR S14I LANDSCAPE AREA (SF) 23 N" PAYM (SF) SOB27 W- 59." BURMIC SET BACKS SR-7D- 20 FEET NORTH- 0 FEET REST- 0 FEET RCM- 10 FEET LANDSCAPEBUTERS: SR-70- 10 FEET NORTH- 2 FEET HEST- 2 FEET ME 131H AVE- 10 FEET PARIOIO CODE SECTION 3.90-512 PER a1T Of aIEEaIOBFE LAND DEVELOPMENT SECTION REGULAT ONS REa1RED PAIIKNc FUR RESTAUNANT/TAST FD00. PIED . t SPACE PEN 75 SF IF CUSIONER AREA PARK 41MN5 - RESTAURANT/FAST FOOD: 1 SPACE PER 75 SF OF CJSTD1ER AREA BULD■O FOOTPRINT: 4.527 SF 4.827 / 75 - 65 PARKING SPACES RED STANDARD PARKNC STALLS 73 SPACES lIAIDICAP PAIIXNG PROAOED - 4 SPACES 1071 - 77 SPADES 1. ALL ELEMENTS THAT ARE PLACES OF PUBLIC ACCOMMODATIONS AND COAEAaAL FACILITIES ON THE SITE (INCLUDNC ACCESSIBLE ROUTES AND PARKING) SHALL MEET THE WGUIR ODITS OF 'ROImA ANEKKJVLS ■TH DISABILITIES ACCESSBUTY MIPLENENTATKIN ACT. THE a1MONT ADA STANDARDS FOR ACCESSIBLE DESIGN. FLORIDA ACCESSIBILITY CODE FOR BEADING CONSTRUCTION AND THE FAN HOUSING ACT. IHDN APP1CABLE. 2. ALL ASPHALT RE DVAL SHALL HAVE SAW -CUT EDGES 3. ALL TRAFFIC CONTROL SIiNACE caNEs AND PROTECTIVE BARRIERS SHALL BE PROVIDED BY AND INSTALLED BY THE CONTRACTOR. w NO DMSTNC HELLS LOCATED ON -SITE PROJECT DATUM: NAVD 88 THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. THE SITE CONSTRUCTION STAKEOUT SHALL BE PERFORMED UNDER THE DIRECTION OF A FLORIDA REGISTERED SURVEYOR. AUTOCAD FILES WILL BE FURNISHED TO AID IN THE SITE CONSTRUCTION STAKEOUT. ANY DISCREPANCIES FOUND BETWEEN AIJTOCAD FILES AND SITE CONSTRUCTION PLANS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR CLARIFICATION PRIOR TO THAT STAKEOUT. Al.ays oII811 two N11 W— WYs pelore you ICI to hate 114M Id ut9MNl looted and PNHN. A - O wow o 2 aNNp2 N V I h S Z n n J m wmEOA�� R 2 OY Y A ry FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C_02 • SIGNATURE SHEET W o W L�y(JY m O 00 O � O = = U W U W LLJ o `1 LLJ o O c ) w J Ow W 0. LL W L1J O W / DO —J o U J W U) 0- SHEET NUMBER C-06 r FINAL SITE PLAN/CONSTRUCTION PLANS CULVER I S OKEECHOBEE 0 5 FOR LOT 2 OF PARK STREET COMMERCE CENTER, AS APPROVED IN PLAT APPLICATION 23-003-TRC S&L PROPERTIES OKEECHOBEE, LLC CIVIL ENGINEER: ARCHITECT: JOSHUA COCKRIEL P.E. WENDY MARTIN. ALA. NCARB KIMLEY-HORN AND ASSOCIATES, INC. OLLMANN ERNEST MARTIN ARCHITECTS 1Z740 GRAN BAY PARKWAY WEST. SURE Z350 200 S STATE ST. JACKSONVILLE, FLORIDA 32258 BELVIDERE. IL 6100E PHONE (901) 820- . PHONE 1815) 5447790 LOCATED IN OKEECHOBEE, FLORIDA NOV. 2023 Civil Sheet List Table SHEET NUMBER SHEET TITLE C-01 COVER SHEET C-02 SIGNATURE SHEET C-03 GENERAL NOTES C-04 UTILITY NOTES C-05 EXISTING CONDITIONS AND DEMOLITION PLAN C-06 OVERALL SITE PLAN C-07 PAVING AND GEOMETRY PLAN C-08 GRADING AND DRAINAGE PLAN C-09 UTIUTY PLAN C-10 SITE DETAILS C-11 SITE DETAILS C-12 DRAINAGE DETAILS C-13 BEST MANAGEMENT PRACTICES C-14 STDRM WATER POLLUTION PREVENTION PLAN SURVEYOR: CONTRACTOR: GEOTECH: OWNER: BSM 8 ASSOCIATES. INC MCCON BUILDING CORPORATION KSM ENGINEERING AND TESTING JEFF UEGEL 80 SE 31 ST LANE 1209 JOSEPH ST. 11345 US HIGHWAY 1 S&L PROPERTIES OKEECHOBEE. LLC OKEECHOBEE, FL 34974 DODGEVILLE. WI 53533 SEBASTIAN. FL 32771 2651 KIRKING CT. (863) 484 8324 PHONE IBM 929J737 PHONE (772) 589 0712 PORTAGE. WI 58901 PHONE (608) 742-28M FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02-SIGNATURE SHEET h o ¢ W 0 o OM o �N Y Z ao�> U1 a In = O Z v o� Landscape Architect Sheet List Table SHEET NUMBER SHEET TITLE LP -too PLANITNC PLAN LP-150 PLANTING NOTES LP-151 PLANTING DETAILS IR-100 IRRIGATION PLAN IR-150 IRRIGATION NOTES IR-151 IRRIGATION DETAILS PROJECT DATUM: NAVD88 THE SITE CONSTRUCTION STAKEOUT SHALL BE PERFORMED UNDER THE DIRECTION OF A FLORIDA REGISTERED SURVEYOR AUTOCA" FILES WILL BE FURNISHED TO AID IN THE SITE CONSTRUCTION STAKEOUT. ANY DISCREPANCIES FOUND BETWEEN AUTOCAL FILES AND SITE CONSTRUCTION PLANS $HALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR CLARIFICATION PRIOR TO THAT STAKEOUT. ••— I'll 811— f.11 drys heron Y dig1m mnw«ro—.�d—rLed W W r U) L1 \W O U w LLJ o LLI w m o m O 4 O = = U U w w oY woo 0 a Lll J W Nam_ a tY L L LLI w O W li GO J a O J w U C/) o SHEET NUMBER C-01 �y�:• �O Eme .,,pi hua No. OF jrW` Kimley-Horn and Associates, Inc. 12740 GRAN BAY PARKWAY WEST, SUITE 2350 JACKSONVILLE. FLORIDA 32258 CERTIFICATE OF AUTHORIZATION: 696 JOSHUA COCKRIEL, P.E. 86636 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOSHUA CDCKRIEL, P.E. ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 611315-23.004, F.A.C. Civil Sheet List Table SHEET NUMBER SHEET TITLE C-01 COVER SHEET C-02 SIGNATURE SHEET C-03 GENERAL NOTES C-04 UTILITY NOTES C-05 EXISTING CONDITIONS AND DEMOUTION PLAN C-06 OVERALL STE PLAN C-07 PAVING AND GEOMETRY PLAN C-08 GRADING AND DRAINAGE PLAN C-09 UTILITY PLAN C-10 STE DETAILS C-11 SITE DETAILS C-12 DRAINAGE DETAILS C-13 BEST MANAGEMENT PRACTICES C-14 STORM WATER POLLUTION PREVENTION PLAN C� `AN- a�a n g FO,�iaEW A.�� 9 ov rn,m,a. n I.mey Matth —�t^1 Juul < a z _ • • ssosoo om. OF a' c oa�ti� Y 4 � T 5 " Kimley-Horn and Associates, Inc. 12740 GRAN BAY PARKWAY WEST, SUITE 23W JACKSONW-LE. FLORIDA 32258 z, i CERTIFICATE OF AUTHORIZATION: REGISTRY NO. 35106 MATTHEW A. JURNEY No. LA6666993 nY3' 0 0 THIS DOCUMENT HAS BEEN DIGITALLY SIGNED AND SEALED BY MATTHEW A. JURNEY ON THIS DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND MUST BE VERIFIED ON ANY ELECTRONIC COPIES. THE ABOVE NAMED PROFESSIONAL LANDSCAPE ARD41TECT SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61C15-23.D04, F.A.C. Landscape Architect Sheet List Table SHEET NUMBER SHEET TITLE V Q� KN an x C4 �N <o Z O a C m m m 3 LP-100 PLANITNG PLAN LP-150 PLANTING NOTES LP-151 PLANTING DETAILS I� IR-IDO IRRIGATION PLAN W IR-150 IRRIGATION NOTES IR-151 IRRIGATION DETAILS NW L.L D Q �Z rV^ vJ W Lll C3 Of 1-1-1m o m 0 0 v = w U w IJJ o Cn 0 0 Y W t� CL �' W W CL w > z m J a O S D J V U o6 w W U) O SHEET NUMBER C-02 • • 0 GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE CITY OF OKEECHOBEE, FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) AND THE CITY OF OKEECHOBEE UTILITY DEPARTMENT STANDARDS. SPECIFICATIONS. AND REQUIREMENTS. 2. ELEVATIONS ARE BASED ON NAVO 1988 DATUM. SURVEYS PROVIDED BY BSM ! ASSOCIATES, INC. DATED NOVEMBER 11, 20Z2. 3, THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND BECOMING FAMILIAR WITH THE SITE PRIOR TO CONSTRUCTION AND BIDDING. 4. THE CONTRACTOR SHALL ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION DRAWINGS 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PERMITTED CONSTRUCTION DOCUMENTS. ANY DEVIATION FROM THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE THE SOLE RESPONSHUTY OF THE ORGANIZATION AND/OR ENTITY RESPONSIBLE FOR THE INSTALLATION TO UPDATE/REPLACE ANY DEFClENT MATERIAL/EQUIPMENT NECESSARY TO BRING THE FINAL PRODUCT TO THE STANDARDS OF THE PERMITTED CONSTRUCTION DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL/DISPOSAL OF ANY UNSUITABLE MATERIAL FROM HIS OPERATION, FURNISHING AND COMPACTING SUITABLE REPLACEMENT BACKFlLL MATERIAL IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INCLUDING RIGHT-OF-WAY PERMITS, AND INSURANCE REQUIRED FOR THE PROJECT. B. THE LOCATION OF ALL UTIUTIES SHOWN ON THE DRAWINGS ARE FROM INFORMATION PROVIDED BY THE SURVEYOR, THE CITY OF OKEECHOBEE PUBUC WORKS DEPARTMENT AND LIMITED FIELD OBSERVATIONS. 9. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO CONFIRM, IN THE FIELD, THE LOCATIONS AND ELEVATIONS SHOWN PRIOR TO THE COMMENCEMENT OF CONSTRUCTIOL 10. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION AND BUILDING PLACEMENT WITH ALL OTHER UTILITIES CONSTRUCTION. 11. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE EROSION AND TURBIDITY CONTROLS DURING AND FOLLOWING CONSTRUCTION UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED TO AVOID ADVERSE ENVIRONMENTAL IMPACTS TO OFF -SITE PROPERTY AND DRAINAGE SYSTEMS 12. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH STORMIYATER POLLUTION PREVENTION PLAN INCLUDED HEREIN. 13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR SODDED IN ACCORDANCE WITH THESE CONSTRUCTION PLANS AND PROJECT SPECIFICATIONS 14. ALL AREAS OF DISTURBED CITY, OR STATE RIGHT-OF-WAY SHALL BE SODDED. 15. THE CONTRACTOR SHALL PROVIDE A TEMPORARY WATER SERVICE OR WATER TRUCK FOR WASH -DOWN OF VEHICLES LEAVING THE PROJECT SITE IF NECESSARY. 16. THE CONTRACTOR(S) SHALL NOTIFY ALL APPLICABLE UTIUTIES COMPANIES, THE ENGINEER OF RECORD, AND THE PROPERTY OWNER 48 HOURS PRIOR TO INITIATING ANY EXCAVATION ACTIVITIES, OR AS SPECIFIED BY THE UTILITIES COMPANIES AND THE PERMITS OBTAINED FOR THE WORK, 17. THE ENGINEER OF RECORD SHALL BE GIVEN FORTY EIGHT HOURS (48-HR) NOTICE OF ALL MEETINGS AND OR TESTING MEASURES RELATED TO SAID PROJECT. 18. THERE ARE TO BE NO OPEN TRENCHES AT THE END OF EACH WORK DAY. 19. THE TRENCH SAFETY SYSTEM SHALL BE COMPLIANT WITH OSHA STANDARD 29 CFR SECTION 1926.650 SUBPART P. THE CONTRACTOR SHALL PREPARE AND MAINTAIN DOCUMENTATION THAT THE TRENCH SAFETY SYSTEM IS IN COMPLIANCE WITH THE STATED OSHA STANDARD. 20. CONSTRUCTION WARNING SIGNS ARE TO BE MOUNTED AND ERECTED BEFORE CONSTRUCTION CAN COMMENCE. THESE AND ALL TRAFFIC CONTROL DEVICES SHALL FOLLOW THE STANDARDS SET FORTH BY THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS WELL AS FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD INDEX. 21. THE CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING THE AREA OF CONSTRUCTION AND SAFELY ROUTING ALL VEHICULAR AND PEDESTRIAN TRAFFIC AROUND THE CONSTRUCTION AREA. THE CONSTRUCTION AREA SHALL BE CLEARLY MARKED AT ALL TIMES. 22. THE CONTRACTOR(S) SHALL LOCATE, VERIFY, AND IDENTIFY ALL EXISTING UNDERGROUND UTILITIES SHOWN OR NOT SHOWN ON THE PLANS PRIOR TO ANY EXCAVATING ACTIVITIES. 23. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO EXCAVATION AND TAKE ALL MEASURES NECESSARY TO PROTECT UTILITIES DURING CONSTRUCTION. SHOULD ANY UTILITY LINE DR COMPONENT BECOME DAMAGED OR REOLARE RELOCATION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE RESPONSIBLE UTILITY COMPANY, THE ENGINEER O RECORD, AND THE CITY O OKEECHOBEE 24. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTIUTIES. SURVEY MONUMENTS MARKERS, CORNERS, AND EXISTING FEATURES IN THE AREA. ANY DAMAGE SHALL BE REPLACED/REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. 25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATIONS, 26. A COPY O THE CONTRACTORS GENERAL LICENSE AND/OR UNDERGROUND UTILITY UCENSE SHALL BE PROVIDED TO THE OWNER AT THE TIME OF THE PRE -CONSTRUCTION CONFERENCE 27. GEOTECHNICAL REPORT AND BORINGS ARE PROVIDED BY KSM ENGNEEREING AND TESTING, DATED DECEMBER 30, 2D22. REFER TO DRIVEWAY k PARKING LOTS FOR SITE PREPARATION RECOMMENDATIONS. 28. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR PROCEDURES IN PROPERLY PREPARING THE SITE FOR CONSTRUCTION OF FOUNDATIONS, PAVEMENT AND ALL ELEMENTS RELATED TO THIS PROJECT. 29, ANY MATERIALS CLASSIFIED BY THE GEOTECHNICAL REPORT AS UNSUITABLE SHALL NOT BE USED AS FILL SOIL UNLESS A METHOD OF MAKING THE MATERIAL SUITABLE IS APPROVED BY THE GEOTECHNICAL REPORT ENGINEER AND THE CLIENT. 30, ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS COSTS FOR EXCAVATION AND OFFSITE HAULING AND DISPOSAL SHALL BE BORNE BY THE CONTRACTOR_ 31. TEMPORARY CONTROL OF GROUNDWATER SHOULD FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. 32. A CITY O OKEECHOBEE INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO THE FINAL INSPECTION. DEMOLITION NOTES: 1. CODES ALL CODES REGULATING DEMOLITION WORK SHALL BE COMPUED WITH. THE CONTRACTOR SHALL PUT UP AND MAINTAIN SUCH BARRIERS AND WARNING LIGHTS, AS MAY BE NECESSARY OR REQUIRED BY CODE, TO PROTECT AND PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING THE DEMOLITION WORK AREA. ALL DEMOUTION OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)INSOFAR AS THEY APPLY TO DEMOLITION WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. PROTECTION OF BUILDINGS k EQUIPMENT TEMPORARY PROTECTIVE DEVICES, AS REQUIRED SHALL BE INSTALLED ADJACENT TO THE DEMOUTION WORK FOR PROTECTION OR PERSONNEL, EXISTING ADJACENT BUILDINGS, STRUCTURES AND EQUIPMENT AGAINST DUST, FALUNC OR FLYING DEBRIS ANY DAMAGE TO EXISTING STRUCTURES, FACILITIES AND/OR EQUIPMENT RESULTING FROM DEMOUTION WORK SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. 3. DISPOSAL OF EXISTING EQUIPMENT k DEBRIS ALL DEBRIS AND EXISTING MATERIALS AND EQUIPMENT SHALL BE HAULED AWAY AND DISPOSED O BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR OBTAINING DISPOSAL AREAS. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PREVENT SPILLAGE OF MATERIALS BEING HAULED IN PUBLIC STREETS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY CLEAN UP ANY SPILLAGE WHICH MAY ACCIDENTALLY OCCUR. 4. CLEANUP THE CONTRACTOR SHALL MAINTAIN AN ORDER OF NEATNESS AND 0000 HOUSEKEEPING. TOOLS, SCAFFOLDING AND OTHER DEMOLITION EQUIPMENT MUST AT ALL TIMES BE KEPT IN A NEAT AND ORDERLY ARRANGEMENT. AT THE CONCLUSION OF THE DEMOUTION OPERATIONS. THE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS REQUIRED FOR SUBSEQUENT NEW WORK. PAVING AND DRAINAGE NOTES: 1. ALL GRADING, PLACEMENT OF FILL, AND COMPACTION SHALL BE IN ACCORDANCE WITH THE CITY OF OKEECHOBEE STANDARD SPECIFICATIONS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. IN THE EVENT OF A STANDARD CONFLICT, THE CITY OF DKEECHOBEE SPECIFICATIONS AND STANDARDS SHALL HAVE PRIORITY. 2. THE CONTRACTOR SHALL CONSTRUCT ALL DRAINAGE STRUCTURES TO THE DESIGN ELEVATIONS SHOWN AND IN COMPLIANCE WITH TYPICAL CONSTRUCTION DETAILS. 3. ALL PIPE LENGTHS SHOWN HEREIN ARE APPROXIMATE LENGTHS FROM CENTER TO CENTER OF THE RELATED STRUCTURES. 4. ALL PIPE LENGTHS ARE SCALED AND MAY REQUIRE SLIGHT FIELD ADJUSTMENTS TO FIT CONDITIONS. ALL PIPE CROSSINGS SHALL BE COMPACTED TO 95X OF THE MODIFIED PROCTOR MAX DRY DENSITY (ASTM D1557) AT V UFTS. 5. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION O THE PAVING AND DRAINAGE FACILITIES WITH ALL OTHER CONSTRUCTION. WATER AND SANITARY SEWER ARE PROVIDED AS PART OF THESE CONSTRUCTION DOCUMENTS. 6. ALL PIPE JOINTS SHALL BE PROPERLY FITTED AND SEALED PER PRODUCT MANUFACTURERS SPECIFICATIONS. 7. THE CONTRACTOR SHALL COORDINATE ALL NOTIFICATIONS AND UTILTY LOCATION EFFORTS WITH THE UTIUTY OWNERS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 8. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES DURING CONSTRUCTION. REFER TO THE STORMWATER POLLUTION PREVENTION PLAN. 9. COMPACTION DENSITIES FOR ALL ROADWAY CROSSINGS ARE TO BE TAKEN IN ONE -FOOT (1') LIFTS. 10, LIMEROCK BEARING RATIOS FOR SUSCRADE AT FORTY (40) AND LIMEROCK OR ALTERNATIVE BASE COURSE AT ONE HUNDRED (1DO). THERE WILL BE NO UNDER TOLERANCE. CRUSHED CONCRETE IS AN ACCEPTABLE ALTERNATIVE TO UMEROCK, ONLY IF IT MEETS THE SPECIFICATIONS DEFINED IN THE CEOTECHNICAL REPORT AS "BASE COURSE" AND AS APPROVED BY THE ENGINEER OF RECORD. 11, ALL MATERIAL USED FOR BACKFlLL SHALL BE CLASS A3 FREE DRAINING SAND. 12. ALL CONSTRUCTION UNES k GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE CONTRACTOR. 13, CONTRACTOR WILL CLEAR, GRUB AND DISPOSE OF ALL DEBRIS AND SURFACE ORGANICS TO FIRM MATERIAL IN ALL EASEMENTS, ROAD RIGHT-OF-WAYS AND DETENTION AREAS. DISPOSAL SHALL BE INCLUDED IN THE CONTRACT. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION O DOWNSTREAM TURBIDITY/ SILTATION THROUGH THE USE OF HAY BALES, SCREENS, SILTATION BASINS, CHEMICAL FLOCCULATION AND/OR ANY OTHER SUITABLE MEANS REQUIRED TO MEET FLORIDA STREAM STANDARDS. SEED AND MULCH ALL DISTURBED AREAS, SOD AS REQUIRED TO CONTROL EROSION THROUGH FINAL INSPECTION AND TO PRODUCE A UNIFORM STAND OF GRASS THROUGHOUT. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR BRICKING UP CURB INLETS TO FINISHED GRADE AND FURNISHING AND MAINTAINING ALL HARDWARE. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING CURB TRANSITIONS TO FINISH GRADE. 17. UNDERDRAINS SHALL BE INSTALLED IN ALL CASES WHERE THE SEASONAL HIGH WATER TABLE IS CLOSER THAN 12 INCHES BELOW THE PROPOSED SUBGRADE OF ANY ROAD, REGARDLESS OF PLANS. UNDERDRAINS SHALL BE STUBBED OUT 20' FROM ALL CURB INLETS FOR FUTURE POSSIBLE USE. I& FILTER WRAP ALL DRAINAGE JOINTS TO CITY OF OKEECHOBEE SPECIFICATIONS 19. A 2' STRIP OF SOD IS REQUIRED AROUND ALL DITCH BOTTOM INLETS. 20. ALL POND SIDESLOPES SHALL BE STABILIZED WITH ESTABLISHED GRASS AT TIME OF FINAL INSPECTION. 21. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING ALL ADA PARKING SPACES AND ACCESSIBLE ROUTES PURSUANT TO THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, LATEST EDITION IN EFFECT AT THE TIME THE PROJECT WAS APPROVED BY THE CITY OF OKEECHOBEE. IF THERE ARE DISCREPANCIES IN THE CONSTRUCTION DRAWINGS REGARDING GRADES ON SLOPES COMPARED TO ADA REQUIREMENTS, CONTRACTOR SHALL NOTIFY ENGINEER FOR CLARIFICATION, PRIOR TO IMPLEMENTATION. CONTRACTOR WILL BE RESPONSIBLE FOR ANY PAVEMENT, PARKING STALLS, SIDEWALKS. OR OTHER ADA ELEMENTS ASSOCIATED WITH THIS PROJECT THAT DOES NOT CONFORM TO ADA GUIDELINES AND THE INTENT OF THESE PLANS 22. ALL ROADWAYS, DRIVEWAYS, AND BUILDING PAD LOCATIONS SHOULD BE PROOF ROLLED PRIOR TO IMPORTATION OF ADDITIONAL FILL OR SUBBASE MATERIAL (UMEROUIQ. IN THE EVENT THAT PROPOSED COMPACTION AND DENSITIES CANNOT BE ACHIEVED, CONTRACTOR SHALL NOTIFY ENGINEER TO AID IN DETERMINING UMITS OF UNSUITABLE MATERIALS. SIGNAGE NOTES: 1. ALL SIGNS WITHIN CITY OF OKEED40SEE RIGHT OF WAYS MUST MEET THE CITY O OKEECHOBEE STANDARDS. SIGNAGE AND PAVEMENT MARKING NOTES: 1, PAVEMENT MARKINGS SHOULD BE PLACED AS SHOWN ON THE PLANS AND DETAIL SHEETS. 2 ANY REQUIRED TEMPORARY MARKINGS MUST BE IN PLACE BEFORE OPENING LANE$ OF TRAFFIC. PAY ITEMS FOR TEMPORARY PAVEMENT MARKINGS ARE TO BE INCLUDED IN THE CONTRACT, 3. THE REMOVAL O EXISTING PAVEMENT MARKINGS WILL BE CONSIDERED AN INCIDENTAL ITEM WITH NO ADDITIONAL COMPENSATION PROVIDED. 4. ALL PERMANENT PAVEMENT MARKINGS SHALL MEET CURRENT CITY OF OKEECHOBEE SPECIFICATIONS AND/OR FD07 STANDARD SPECIFICATIONS, LATEST EDITION. 5. THERMOPLASTIC PAVEMENT MARKINGS ARE TO BE PLACED NO SOONER THAN 30 CALENDAR DAYS AFTER THE COMPLETION OF THE FINAL PAVEMENT LAYER. 5. A BITUMINOUS REFLECTIVE PAVEMENT MARKER (RPM) ADHESIVE MEETING CURRENT CITY OF OKEECHOBEE AND/OR FOOT SPECIFICATIONS SHALL BE USED ON ASPHALT ROADWAYS 7. THE CONTRACTOR SHALL USE CLASS - B REFLECTIVE PAVEMENT MARKERS (RPMS) INSTALLED TO MEET CURRENT CITY OF OKEECHOBEE SPECIFICATIONS AND/OR FOOT STANDARD SPECIFICATIONS 8. REFLECTIVE PAVEMENT MARKERS THAT DO NOT CONFLICT WITH PERMANENT (THERMOPLASTIC) MARKINGS SHALL BE PLACED ON ALL FINAL ASPHALTIC CONCRETE SURFACES IMMEDIATELY AFTER THE TEMPORARY PERMANENT STRIPING IS IN PLACE 9. PAVEMENT MARKINGS REMOVAL: ..PAINT BLACKOUT METHOD OF PAVEMENT MARKINGS REMOVAL IS NOT ACCEPTABLE. b. GRINDING OR HYDRO BLAST METHODS SHALL BE USED ON WEATHERED ASPHALT SURFACES. c REMOVAL ON NEW ASPHALT SURFACES SHALL BE BY HYDRO BLAST METHOD ONLY. 10. IN THE EVENT OF A CONFLICT BETWEEN THE SPECIFICATIONS O THE CITY OF OKEECHOBEE AND THE SPECIFICATIONS O THE FDOT, THE CITY OF OKEECHOBEE WILL PREVAIL FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02- SIGNATURE SHEET 3 U oO o i HS O C4 MN E� } a `a �C) x< b i Y O Z g a L J LL W w m 0 O = U U w LLJ Y Y WF,nQ p WJ 0. n W w v/ w d Lu 0 J d J U co co SHEET NUMBER C-03 e 1� u • UTILITY NOTES: 1. ALL WATER, SEWER, AND REUSE WORK MUST BE PERFORMED IN ACCORDANCE WTH CITY OF OKEECHOBEE UTILITY DEPARTMENT WATER AND SEWER STANDARDS, DETAILS, AND SPECIFICATIONS AS WELL AS ALL APPLICABLE STATE AND LOCAL REGULATIONS. y^ 2 ALL EOURPMENT AND MATERIALS SHALL COMPLY WTH THE CITY OF OKEECHOBEE UTILITY - DEPARTMENT STANDARDS AND SPECIFICATIONS. d - 3. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL -UNCUT LENGTH OF WATER OUAUTY PIPE a (i.e. DR 18 AWWA C-900 FOR NEWLY INSTALLED SEWER R OR 25 AWWA C-900 WATER) WHICH t5 E USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE CONTRACTOR WILL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE THE SEWER - LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. 4. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE 5 POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF CROSSINGS REGARDLESS OF THE VERTICAL SEPARATIONS. E 5. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND N TRENCH, MORN WILL BE STOPPED AND THE PROPER AUTHORITIES NOTIFIED. WTH THE APPROVAL OF THE CITY OF OKEECHOBEE HEALTH € DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL SHALL BE USED IN THE CONTAMINATE AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. fi 6. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS SHALL BE INDICATED IN RED OR PINK ON THE TS RECORD OR AS BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE BACTERIOLOGICAL SAMPLE LAB SHEETS, I� I I 6 7. THE RECORD OR 'AS BUILT' DRAWINGS TO BE PREPARED BY THE CONTRACTOR AND SUBMITTED AT THE TIME OF THE REQUEST FOR A LETTER OF RELEASE TO PUCE THE CONSTRUCTION INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) LINES AT ALL CROSSING AND PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET. IN ADDITION, THE CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE DOCUMENTED ON THE DRAWNGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED INCASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND SEWER (INCLUDING STORM) ONES IS NOT POSSIBLE. 8. EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN LOCATED PER THE BEST MEANS AVAILABLE WITHOUT EXCAVATION. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9. VERTICAL LOCATIONS OF ALL UNITIES (EXCLUDING EXISTING STORM SEWERS) SHOWN ON PLAN AND PROFILE SHEETS HAVE BEEN ASSUMED. CONTRACTOR SHALL EXERCISE CAUTION DURING EXCAVATION NEAR EXISTING UTILITIES SHOWN ON THE PLANS AND NOTIFY THE ENGINEER IF LOCATION DIFFERS FROM THAT SHOWN ON THE PUNS BEFORE CONTINUING WTH CONSTRUCTION. 70. SHOULD CONDITIONS VARY FROM THOSE SHOWN ON THESE PLANS THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO CONTINUING CONSTRUCTION. 11. ALL WATER AND SEWER CONSTRUCTION SHALL BE ACCOMPLISHED BY AN UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OR CHAPTER 489. FLORIDA STATUTES. 12. ALL UNDERGROUND UTILITIES TO BE INSTALLED SHALL BE IN ACCORDANCE NTH THE CITY OF OKEECHOBEE UTILITY DEPARTMENT SPECIFICATIONS AND THE APPROVED SITE PUNS. 13. ALL WATERMANS AND FORCEMAINS SHALL HAVE A MINIMUM OF 36' COVER FROM FINISHED GRADE. ALL UTILITY PIPELINES ARE DESIGNED TO FINISHED GRADE AND SHALL BE PROTECTED FROM DAMAGE UNTIL WORK IS COMPLETED. 14. UNSUITABLE MATERIALS UNDER WATER AND SEWER MAINS SHALL BE REMOVED AND REPLACED WTH SELECTED BACKFILL PROPERLY COMPACTED TO 95X OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557). 15. ALL CURB STOPS ARE TO BE FORD BALL -TYPE WITH LOOKING CAPACITY. 1' MINIMUM. 16. NO CONNECTION TO EXISTING POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN PRESSURE TESTED, DISINFECTED, CLEARED FOR SERVICE AND ACCEPTED FOR MAINTENANCE BY CITY OF OKEECHOBEE UTILITY DEPARTMENT AND FDEP. 17. CONTRACTOR IS RESPONSIBLE FOR PROPER NOTIFICATION OF INSPECTING AUTHORITIES BEFORE AND DURING CONSTRUCTION. I& MECHANICAL RESTRAINTS ARE REQUIRED WHERE WATER MANS AND FORCE MAINS ARE TERMINATED AND AT ALL BENDS. ANY VERTICAL CONFLICT CROSSING USING FITTING SHALL BE RODDED THROUGHOUT THE CROSSING WHERE FORCE MAINS OR WATER MAINS ARE LAID WITHOUT FITTINGS, THE MAXIMUM DEFLECTION SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF THE PIPE USED. 19. FITTINGS SHALL BE USED AT LOCATIONS INDICATED ON THE PLANS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 20. ALL UNDERGROUND VALVES SHALL BE INSTALLED WTH AN ADJUSTABLE CAST IRON VALVE BOX NTH TOP SET TO FINAL GRADE IN ACCORDANCE NTH THE CITY OF OKEECHOBEE UTILITY DEPARTMENT DETAILS AND SPECIFICATIONS. NOTICE QU PROCEDURE 21. ALL COMMERCIAL BUILDING PERMITS AND METERS TO BE PROCESSED THROUGH THE CITY OF OKEECHOBEE UTIJTY DEPARTMENT WATER AND SEWER CUSTOMER SERVICE SHALL BE ACCOMPANIED BY A SET OF APPROVED CIVIL DESIGN PLANS. 22. ALL WATER AND SEWER TAPS TO BE PERFORMED BY UTILITY CONTRACTOR OR LICENSED MASTER PLUMBER MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE THROUGH YOUR CITY OF OKEECHOBEE UTIUTY DEPARTMENT INSPECTOR. IN ADDITION, IT IS THE ENGINEER OF RECORD'S RESPONSIBILITY TO SECURE APPLICABLE D.E.P./CITY OF OKEECHOBEE UTILITY DEPARTMENT PERMITS IN ACCORDANCE WITH THE CITY OF OKEECHOBEE UTILITY DEPARTMENT PERMITTING PROCEDURES. 23, METERS TO BE INSTALLED BY THE CITY OF OKEECHOBEE UTILITY DEPARTMENT FORCES UPON APPLICATION AND PAYMENT BY UCENSED MASTER PLUMBER. 24. WATER AND SEWER CAPACITY FEES SHALL BE REQUIRED AT TIME OF BUILDING PERMIT APPLICATION. FEES WILL BE BASED ON TOTAL NUMBER OF PLUMBING FIXTURE UNITS SHOWN OR LISTED ON BUILDING PLANS. 25. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED 48 HOURS IN ADVANCE WITH THE CITY OF OKEECHOBEE UTILITY DEPARTMENT. 26. ALL ON -SITE PRIVATE WATER AND SEWER CONSTRUCTION REQUIRES A PLUMBING PERMIT WITH SCHEDULED INSPECTION PRIOR TO INSTALLATION - CONTACT CITY CHIEF PLUMBING INSPECTOR. POTABLE WATER SYSTEM NOTES: 1. NOTIFY THE CITY OF OKEECHOBEE UTIJTY DEPARTMENT 48 HRS. IN ADVANCE OF MAKING THE CONNECTION TO THE EXISTING WATER MAN STUB. A CITY OF OKEECHOBEE UTILITY DEPARTMENT INSPECTOR SHALL BE PRESENT AT TIME CONNECTION IS MADE. 2. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES AND CONNECTION POINTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER OF RECORD IMMEDIATELY. 3. ALL WATER MAINS 4' THRU 12' DIAMETER SHALL BE PVC 112D-CUSS 150-DR-18 WTH PUSH -ON GASKETED JOINTS IN ACCORDANCE WITH THE CITY OF OKEECHOBEE UTILITY DEPARTMENT SPECIFICATIONS. 4. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF-PW AND SHALL BE SO MARKED. 5. ALL WATER LINES 2' DIAMETER ONLY SHALL BE PVC 1120-PR200-SDR21, PVC 1120-SCHEDULE 40 AND SCHEDULE 80 IN ACCORDANCE WITH LAKE CITY UTILITY DEPARTMENT SPECIFICATIONS. ALL 2' AND SMALLER WATER SERVICE LINES SHALL BE POLYETHYLENE PIPE. 6. ALL NEW AND RELOCATED WATER MAIN PIPE, FITTINGS VALVES, AND FIRE HYDRANTS SHALL BE IN CONFORMANCE WITH APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) AND THE CITY OF OKEECHOBEE UTILITY DEPARTMENT STANDARDS. 7. ALL NEW AND RELOCATED WATER MAIN PIPE AND FITTINGS WLL COMPLY WITH THE LATEST FDEP AND AWWA STANDARDS FOR LEAD CONTENT. B. ALL PACKING AND JOINTING MATERIALS USED N THE JOINTS OF NEW AND RELOCATED WATER MAN PIPE SHALL BE N CONFORMANCE NTH APPLICABLE AWWA AND THE CITY OF OKEECHOBEE UTILITY DEPARTMENT STANDARDS. 9. ALL NEW AND RELOCATED WATER MAINS AND APPURTENANCES SHALL BE INSTALLED N ACCORDANCE WTH AWWA AND THE CITY OF OKEECHOBEE UTILITY DEPARTMENT STANDARDS. 10. ALL ROCK AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA AND THE CITY OF OKEECHOBEE UTILITY DEPARTMENT STANDARDS AND/OR PIPE MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES FOR NEW AND RELOCATED WATER MAIN PIPE SHALL BE REMOVED TO A DEPTH OF AT LEAST SIX (6) INCHES BELOW THE BOTTOM OF THE PIPE - CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED FOR NEW AND RELOCATED WATER MAIN PIPE THE BACKFILL MATERIAL SHALL BE TAMPED IN LAYERS AROUND THE NEW AND RELOCATED WATER MAIN PIPE AND TO A SUFFICIENT HEIGHT ABOVE SUCH PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. 11. ALL TEES, BENDS, PLUGS, AND HYDRANTS IN NEW AND RELOCATED WATER MAINS SHALL USE RESTRAINED JOINTS PER THE CITY OF OKEECHOBEE UTILITY DEPARTMENT DETAILS TO PREVENT MOVEMENT. 12. ALL NEW AND RELOCATED WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651 AND RULE 62-555.345, F.A.C. 13. ALL NEW AND RELOCATED WATER SERVICES SHALL BE N CONFORMANCE WTH THE STATE PLUMBING CODE. 14. ALL PIPE AND PIPE FITTINGS FOR NEW AND RELOCATED WATER SERVICES SHALL COMPLY WITH THE LATEST FDEP AND AWWA STANDARDS FOR LEAD CONTENT. ALL SOLDERS AND FLUX FOR NEW AND RELOCATED WATER SERVICES SHALL COMPLY WITH THE LATEST FDEP AND AWWA STANDARDS FOR LEAD CONTENT. 15. THE POTABLE WATER SYSTEM SHALL MAINTAIN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM THE SANITARY SEWER SYSTEM. THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES ARE DESCRIBED IN DETAIL UNDER THE STANDARD WATER/SEWER SEPARATION STATEMENT. SANITARY SEWER SYSTEM NOTES: 1. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES AND CONNECTION POINTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ALL DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER OF RECORD IMMEDIATELY, 2. SANITARY SEWER LINE SHALL BE SDR-26 PVC PIPE, CONFORMING TO ASTM D-3034. SANITARY SEWER LINE SHALL BE COLOR COOED AND CLEARLY MARKED. 3. SANITARY SEWER FORCE MAN SHALL BE C900 DRIB PVC PIPE CONFORMING TO ASTM 0-1784, D-2241, D-3139, AND F-477. SANITARY FORCE MAIN SHALL BE COLOR CODED GREEN AND CLEARLY MARKED. 4. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD AND THE CITY OF OKEECHOBEE UNITY DEPARTMENT ALL VIDEO LOGS AND DEFLECTION TEST RESULTS FOR REVIEW AND APPROVAL. 5. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD AND THE CITY OF OKEECHOBEE UTILITY DEPARTMENT ALL EXFILTRATIDNANFILTRATION TEST RESULTS FOR REVIEW AND APPROVAL 6. THE SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE WTH THESE CONSTRUCTION DRAWNGS AND SPECIFICATIONS ANY DEVIATION FROM THESE CONSTRUCTION DRAWINGS AND SPECIFICATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE ENTITY AUTHORIZING THE DEVIATIONS TO BRING THE SANITARY SEWER SYSTEM INTO COMPLIANCE WITH THESE CONSTRUCTION DOCUMENTS. 7. THE SANITARY SEWER SYSTEM SHALL MAINTAIN THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FROM THE POTABLE WATER SYSTEM. THE MINIMUM HORIZONTAL AND VERTICAL CLEARANCES ARE DESCRIBED IN DETAIL UNDER THE STANDARD WATER/SEWER SEPARATION STATEMENT. 8, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE CONSTRUCTION OF THE SANITARY SEWER SYSTEM WITH THE OTHER UTIUTIES BEING INSTALLED IN THE VICINITY. 9. LEAKAGE TEST SHALL BE CONDUCTED 50 THAT THE LEAKAGE EXRLTRATKN OR NFUTRATION DOES NOT EXCEED 200 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. EXFILTRATION OR INFILTRATION TESTS SHALL BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET. AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE ASTM C 924 FOR CONCRETE PIPE ASTM F-1417 FOR PLASTIC PIPE. AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES. STANDARD WATER/SEWER SEPARATION STATEMENT 1. SANITARY SEWERS (INCLUDING LATERALS), FORCE MAINS. AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE ZIPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE RON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REWIRED FOR STORM SEWERS) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS ALL JOINTS ON THE WATER MAIN WTHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 12 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WTH AN EXISTING PIPE WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS AND SANITARY SEWER) AND THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE. 2 ALL UNDERGROUND WATERMAINS IN THE PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL SEPARATION OF AT LUST 3 FEET BETWEEN THE OUTSIDE OF THE WATERMAIN AND OUTSIDE OF ANY VACUUM SANITARY SEWER, STORM SEWER, STORMWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER UNDER PART III OF CHAPTER 62-610 F.A.C. WATERMAIN SHALL BE LAID AT A MINIMUM DISTANCE OF 6 FEET BETWEEN THE OUTSIDE OF THE WATERMAIN AND THE OUTSIDE OF A GRAVITY SANITARY SEWER (3 FEET IF THE WATERMAIN BOTTOM IS LAID ATLEAST 6' ABOVE THE TOP OF THE SEWER) WATERMAIN SHALL BE LAID ATLEAST 5 FEET HORIZONTALLY (OUTSIDE TO OUTSIDE) FROM PRESSURE SANITARY SEWER, SANITARY FORCEMAINS, OR RECLAIMED WATER LINES NOT REGULATED UNDER PART III OF CHAPTER 62-510 F.A.C. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS. THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) WITH A MINIMUM VERTICAL DISTANCE OF 5 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER, JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3. ALL DUCTILE IRON, HOPE. AND PVC PIPE SHALL MEET THE CITY OF OKEECHOBEE UTILITY DEPARTMENT STANDARDS AND SPECIFICATIONS HYDROSTATIC TESTING NOT 1. AFTER ALL PRESSURE PIPES (WATER MAINS. SERVICES, AND FORCE MAINS) ARE INSTALLED. THE JOINTS COMPLETED. AND THE TRENCH BACKFILLED, THE NEWLY LAID PIPE AND APPURTENANCES SHALL BE SUBJECTED TO A HYDROSTATIC TEST OF 150 PSI FOR WATER, 150 PSI FOR SANITARY FORCEMAIN, AND 200 PSI FOR FIRE LINE FOR A PERIOD OF AT LEAST TWO HOURS CONTRACTOR SHALL PERFORM A 24-HOUR (MINIMUM) PRE -TEST OF ALL PRESSURE PIPING PRIOR TO SCHEDUUNC PRESSURE TESTS WITH THE CITY OF OKEECHOBEE UTILITY DEPARTMENT AND THE ENGINEER. THE ENGINEER, AND THE CITY OF OKEECHOBEE UTILITY DEPARTMENT MUST BE NOTIFIED AT LEAST 48 HOURS BEFORE A TESTIS TO BE PERFORMED. TEST SHALL BE AS SET FORTH IN AWNA STANDARD 0600. ANY LEAKS DETECTED SHALL BE CORRECTED AND THE SECTION OF PIPELINE RETESTED. THE TWO HOUR TEST PERIOD SHALL BEGIN WHEN ALL JOINTS HAVE BEEN DETERMINED TO BE WATER TIGHT. LEAKAGE SHALL BE LIMITED TO THAT ALLOWANCE SET FORTH IN SECTION 4 OF AWWA STANDARD C6DO LATEST EDITION. HYDROSTATIC AND LEAKAGE TEST AND BLOW -DOWN (ZEROING OF GAGE) MUST OCCUR BEFORE SAMPLING FOR BACTERIOLOGICAL TEST. THE MAXIMUM ALLOWABLE PRESSURE LOSS IS 5 PSI REGARDLESS OF THE LENGTH OF PIPE AS -BUILT AND TESTING NOTES: 1. SIGNED AND SEALED AS-BUILTS SHALL BE PREPARED BY THE CONTRACTOR ACCORDING TO AGENCY CLEARANCE AND OWNER REQUIREMENTS. 2 TESTING SHALL BE PERFORMED BY THE CONTRACTOR ACCORDING TO ALL APPLICABLE REGULATIONS. 3. IN ADDITION TO THE REQUIREMENTS ABOVE, THE CONTRACTOR SHALL PERFORM THE FOLLOWING TESTS AND PROVIDE RESULTS TO THE OWNER: 3.1 FOR GRAVITY SANITARY SEWER: AIR TESTED BETWEEN MANHOLES AT 3.5 PSI FOR 5 MINUTES PER ASTM F1417 FOR PLASTIC PIPES 3.2 FOR SANITARY FORCEMAINS: HYDROSTATIC PRESSURE TEST OF 150 PSI FOR 2 HOURS 3.3 FOR WATERMAINS AND SERVICE LATERALS: HYDROSTATIC PRESSURE TEST OF 150 PSI FOR 2 HOURS 14 FOR FIRE MAINS: PER FFPC AND NFPA 3.5 FOR LIFT STATIONS: START-UP OBSERVATION REPORT BY PUMP MANUFACTURER. 3.6 FOR CONCRETE PAVEMENT: TEST CYLINDERS (7 DAY AND 28 DAY BREAKS) AT RATE OF 1 PER 100 C.Y. 3.7 FOR ASPHALT PAVEMENT: CORES TAKEN 3 HEAVY DUTY AND 3 UGHT DITTY PER DAY OF ASPHALT WORK, LOCATIONS AS SPECIFIED BY OWNER. THE CORES SHALL BE TESTED FOR DENSITY AND CONFORMANCE TO THICKNESS REQUIREMENTS CORES SHALL BE HOT PATCHED BY CONTRACTOR. 3.8 FOR SUBGRADE: DENSITY SHALL BE TESTED BY NUCLEAR METHOD. ASTM D6938. ONE TEST IN EACH LIFT FOR EACH 10.000 SO. FT. 3.9 FOR BASE: DENSITY SHALL BE TESTED BY NUCLEAR METHOD, ASTM D5938, ONE TEST IN EACH LIFT FOR EACH 2O,000 SO. FT. OF IN -PUCE BASE MATERIAL AREA. THICKNESS SHALL BE TESTED ONCE FOR EACH 2D,000 SO. FT. OF IN -PUCE MATERIAL AREA. 3.10 FOR UTILITY TRENCHES: DENSITY TEST EVERY 300, MINIMUM ON BETWEEN EACH STRUCTURE. 4. IN CASE OF CONFLICT OR DUPLICATION, CONTRACTOR SHALL ISSUE BID QUESTION ACCORDING TO BID REQUIREMENTS. IF NO QUESTION IS ASKED, BASE BID SHALL INCLUDE THE CONFLICTING OR DUPLICATE TESTING. 5, OTHER DOCUMENTS TO BE PROVIDED BY CONTRACTOR. CONSTRUCTION COST AS MAY BE REQUIRED BY JURISDICTION TABULATED CAMS DATA AS MAY BE REWIRED BY JURISDICTION TABULATED NORTHING/EASTING AND CPS DATA AS MAY BE REWIRED BY JURISDICTION 6. FDEP SANITARY SEWER TESTING REOUREMENTS LEAKAGE TESTS 1. THE LEAKAGE EXFILTRATION OR INFILTRATION DOES NOT EXCEED 2DO GALLONS PER INCH OF PIPE DIAMETER PER MILE PER DAY FOR ANY SECTION OF THE SYSTEM. 2. EXFILTRATION OR INFILTRATION TESTS BE PERFORMED WITH A MINIMUM POSITIVE HEAD OF 2 FEET 3. AIR TESTS, AS A MINIMUM, CONFORM TO THE TEST PROCEDURE DESCRIBED IN ASTM C-828 FOR CLAY PIPE, ASTM C-924 FOR CONCRETE PIPE, ASTM F-1417 FOR PLASTIC PIPE, AND FOR OTHER MATERIALS APPROPRIATE TEST PROCEDURES [rnf 33.93, 33,94. AND 33.95] DEFLECTION ECTION ST FOR Ad I FLE)OBLF PIP TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS TO PERMIT STABIUZATION OF THE SOIL -PIPE SYSTEM. 1. NO PIPE SHALL EXCEED A DEFLECTION OF 5% 2, A RIGID BALL OR MANDREL FOR THE DEFLECTION TEST WITH A DIAMETER NOT LESS THAN 95X OF THE BASE INSIDE DIAMETER OR AVERAGE INSIDE DIAMETER OF THE PIPE, DEPENDING ON WHICH IS SPECIFIED IN THE ASTM SPECIFICATION, INCLUDING THE APPENDIX TO WHICH THE PIPE IS MANUFACTURED. 3. PERFORM THE TEST WTHOUT PULING DEVICES [RSWF 33.85) FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02-SIGNATURE SHEET on4i 0 ti� z of as O x0 Z 8 5 LL] LLLLJ o LLI m o m 0 O = = U U w LLJ o `L Lu o O U (LI _ J w � _cl) a Q w w d w LY m J CL _ J W U 06 Y W O SHEET NUMBER C-04 • • SF g SF S — I� I IA I sr sr — Si SF q I I ql PROPOSED FIRE HYDRANT TO BE I TEMPORARY ,GRAVEL CONSTRUCTED BY II CONSTRUCTION NASTIER DEVELOPER SEDETAIL. SHEEI13 I I 24' CROSS ACCESS EASEMENT ! 24' CROSS ACCESS EASEMENT Y SANITARY EASEMENT I SANITARY EASEMENT It I q II i I� WI i I I I # I� I ql 5 � I I IA E I ql fi I Y I ql e s � s bR m EXISTING CURB INLET PROTECTION (TYP.) � I - I 1 Q ( I � q � I / I I� I SILT FENCE (TYP.) q I / I POWER POLE TO BE REMOVED I� I � REMOVE EXISTING CURB q I ' I I� I I 1 / CLAY WIRE TO BE RELOCATED / PROPERTY BOUNDARY i I yl POWER POLE TO REMAIN . w W4 • ^ — INLET PROTECTION (TON.) ;'9- NE PARK ST SR-70 �`e, yTek GRAPHIC SCALE IN FEET 0 0 20 a0 i NORTH � U��nQL! NOTES 1. ALL DEMOUT101 MATERIALS TO BE REMOVED FROM SITE AND PROPERLY DISPOSED OF AT AN APPROVED LANDFILL N 2. THE INTENT OF THE DEMQITION PLAN IS TO DEPICT DUSTING FEATURES THAT 0 ENCUMBER THE PROPOSED CONSTRUCTION AREA AND ARE SCHEDULED FOR REMOVAL SOME INCIDENTAL ITEMS MAY HAVE BEEN INADVERTENTLY OWITTED FROM THE PLAN W THE CONTRACTOR IS ENCOURAGED TO THOROUGHLY INSPECT THE SITE AS WELL AS RENEW THE PRAMS AND SPECFXA706 PRIOR TO SUBMITTING PRICING. COMTRACTGR TALL NOT RECEIVE ADDIIKNAL COMPENSATION FOR INCIDENTAL REW NOT SHOWN ON THIS OEMOUTDN PLAN. D. THIS DO ITKN RAM IS BASED ON AVAABE UMUTY INFORMATION AND MAY OR MY NOT BE ALL NGLUSNE FOR THIS STE ANY UTUTES ENCOUNTDURINGRED DUG DEMOLITION THAT ARE NOT DEPDIFD/ADORESSD ON THIS DRAWING S OLU BE BROUGHT TO THE ATTENTION OF 1HE OWI ARCHITECT, AND PROECT ENGAAEER IMMFDUATELY. Z 4. ALL FEATURESIDENTIFIEDON THIS PLAN W ICH ARE USTED TO BE DEMOLISHED ARE TO BE REMOVED FROM THE SITE AFTER DEMOLITION S COMPLETE THE STE BULL BE DDIYERED IN A CONDITION SUITABLE FOR DEVELOPMENT. S. CONTRACTOR 5 RESPONSIBLE FOR COMMOIIND ANBORIE DUST AND POLLUTANTS BY USING 'WATER S'RNOIMG OR OTHER SUIT ANE IEN6 OF CONTROL 6. CONTRA C7011 TO USE CARE IN HANDUNG DEBRIS FROM STE TO ENSURE THE SAETT OF 1HE PUBIC HALL ROUTE TO BE CLOSELY MONITORED FOR DEBRIS OR MATERIALS L— TRAOEED ONTO ADJOINING ROADWAYS. SIDEWALKS. ETC. ROADWAYS .0 WALKWAYS TO n BE CLEARED DAILY OR AS NECESSARY TO MAINTAIN UBLI PC SAFETY. w O k-ry ]. DEWATERING SDUID ALL COSTS. PO AND EOIIPMENi FOR Z < a = E I CLUDED IN E DEWAIERNG 9uLL BE NOISED N THE CONTRACTOR'S BD PRIDE. PRICE. a ALL ASPHALT TO BE REMOVED SHALL BE SAW CUT AD.ACENT TO REMNNG IMPROVEMENTS t 4NWJ 6 n N S O I Z3 TV SEE STE AND IMPROVEMENTS PLANS FOR WITS AND WADING O RESURFACED OBVEWAYS AMC ENTRANCES Z K O P U 10, SEE LANDSCAPE PLAN FOR TREE REMOVAL/ REIOCATOM AND TREE PROTECTION R 11. SEE EROSION CONTROL RAN FOR RENAMING NIET PROTECTION AND EROSION PREVENTION. W w m YY S Z 6 12. DFMOUTIOM CONTRACTOR 94AL COSTI EROSION CONTROL MEASURES AS SHOWN U y w <a INGR49 DEMOC70A Ta OPERATIONS OR AS BY TH MS PAIR AS NEOR ry THE TY COUNTY ro PROTECT AD.UCENT vROPFRI6 AND PROPERTIES OTT' OR COUNTY ISION n s R RESOURCES WATER RESOURCES FROM SOIL EROSION AND SEIRYENTAl10N. AMID W — U. VARIATIONS TO CONDITIONS OR DISCREPANCIES N ACTUAL FUD CONDITIONS AS THEY H3 APPLY TO THE DEMOUTDN OR SITE DEVELOPMENT WORK MUST BE BROUGHT TO THE OWNERS REPRESENTATIVE AND EN MNEDES ATTENTION PRIOR TO THE CommOXEENT OF ANY DEMOTION 14. CONTRAC101 BULL LOCATE IDENTIFY. PROPERLY TERMINATE AND MARK ALL EXISTING URITES WITHIN THE DEMOLITION AREA THAT ARE TO REMAIN AND PROTECT THEM FROM DAMAGE. IS THE DEMOU110N CONTRACTOR MST PROTECT ALL LANDSCAPING AND 07ER FEATURES ID DESIGNATED TO REAM AREPLACE SUCH ITEMS IF DISTURBEDDURING DOICUIION. FOR ENGINEER OF RECORD 16. CONTRACTOR SCOT CONDUCT ALL DEMOUTION OPERATIONS WITH MINIMUM SIGNATURE AND SEAL INTERFERENCE TO PUBLIC AND/OR PRIVATE ACCESSES AND FACIUMES. ALL AREAS OUTSIDE OF THE PAVEMENT REMOVAL RIME MUST BE MAINTAINED FOR PUBLIC REFER TO ACCESS. C-02' SIGNATURE SHEET 17. THE DEMOLITION CONTRACTOR MST PROTECT BENCH MARKS PROPERTY COI AND ALL OTHER SURVEY MOMENTS FROM DAMAGE OR DHSPLACEMENT. IF MARKER MILT BE REMOVED, IT SHALL BE REPLACED BY A LICENSED WIND SRVEYOR AD REPLACED 10. THE DOMITION CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL MEASLES AS REWIREDINACCORDANCE TATH THE U.S DEPT. OF TRANSPORTATION 'MANUAL O/ HD M K UNIFORM TRAPK CONTROL DEMOS' AND ODVERWNG MUNCPAUTF REOUREMEMM w MO O N N 19. DEPRESSIONS AND VOID AREAS CAUSED BY DEIAOUTION WORK ARE To BE iUFD 70 SUBMADE N U m AND PROPERLY COMPACTED TO THE EXISTING ELEVATION TO AVOD WATER PODRIG. G n o O z WW q 20. THE DEMOLITIOM CONTRACTOR SHALL ACOURE ALL PERMITS AND PAY ALL ASSOCIATED FEES PRTARID TO THE THE DEMDUTI N ADISPOSAL REOIUROMENTS THE DEMOLITION `=i Z Yi 9 6 CONTRACTOR IS RESPONSIBLE FOR ADHERENCE TO ALL LOCAL STATE AND FEDERAL REpBE]1ENTS REGARDING THIS WORK. IF THERE ARE NO LOGO. STATE OR FEDERAL REOAIEMEITS THE DEMOLITION CONTRACTOR SHALL ACOUNE AN ENGINEERS CERTIFICATION THAT THE WORK HAS BEEN DONE IN ACCORDANCE TAM THE PLANS 21. THE DEMOLITION COW ACTOR 94ALL COOROIUTE THE DEMOIIDN TO LEAVE ACCESS Q AND UTUTY SERVICE TO THE NENG BO WC BUILDINGS AT ALL TEES U THE DEMOLITION CONTRACTOR SHALL FIELD LOCATE MINA. AND PROTECT AL 02"MC UTUTES 23. WATER SERVICE. SEWER SERVICE. POWER SERVICE AND ALL DRY UTILITIES 'BALL BE Q a. / I7 MANTAINED'IN-SERVICE' DURING THE HOURS OF BUSINESS FOR ALL EXISTING `J TENANTS Z LEGEND O WI WN m000n PROPERTY BOUNDARY mmmmmmmp monsoon D O X J --•»«�-•,-•.-..--..-.««— CURB REMOVAL W Z 0 f SILT FENCE 2 O W TEMPORARY GRAVEL CONSTRUCTION ENTRANCE Q ASPHALT PAVEMENT/ CONCRETE/ CURB REMOVAL a �rn INLET PROTECTION O ALL ELEMENTS THAT ARE PLACES OF PUBLIC ACCOMMODATIONS AND COMMERCIAL FACILITIES ON THE SITE (INCLUDING ACCESSIBLE ROUTES AND PARKING) SHALL MEET THE REQUIREMENTS OF "FLORIDA AMERICANS WTH DISABILITIES ACCESSIBILITY IMPLEMENTATION ACT', THE CURRENT ADA STANDARDS FOR ACCESSIBLE DESIGN, FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND THE FAIR HOUSING `ACT, WHEN APPLICABLE. J AN,.m un eu r.o IVn e"s,"e,s °m Ixtwe rrw WW ro Rae PROJECT DATUM: NAVD 88 THE PRESENCE O GROUNDWATER SHOULD B" W AMTICPATFD OM MS PROTECT. CONTRACTOR' ORS BD B SHALL WNCLIIDE NL COS13 NICE METHODS FOR ALL PROECT RESTED OEIUTERIIC FOR THE DUWArDN a carNSTRIOTIDN. w w ww 0 2 = U U w W Ix W LLO Y°cnv 0 W UU Lou L a W 0 J d � J U � SHEET NUMBE C-05 W W m O 2 U W 0 • • • — ---r -- ——� ---- ED BUILDING SETBACK to' UTSJtt EASOMIT --- I 1 o Z LANDSCAPE BUFTTR GRAPHIC SCALE IN FEET 0 10 20 40 5 �2TE BTE AR AANNDD STI 12 ,) \SON (111-21 I"r 1A.T � � �,\ ` \ I I PROPOSED69pt I 1AN LA TR � . ■ � PROPERTY BOUNDARY AND iRRARER IINC( DRIVE-TIENf I — BIEDNO SETBACK LANE ^ mIIlm 24" PLAIR 2' LANDSCAPE BUFFER CANOPY. SEE ARCHITECTURAL FOR OETAAS \ \ \ \ v\ PRQFIIn BDIRDART \\\\ \eRAI \\1 1D' U71UTT 3 I `\ s I \ I 3 l— — s � _ — m I B i 20' UTILITY _ — — — �— — / T 10, LANDSCAPE BUFFER NE PARK ST / SR-70 CROSS-AOC65 FAWENT STANDARD DUTY ASPIIAIr PAVEIEIIT WAVY Don A94MLT PA,DEPFT CONCOM MOMENT CCR.AIE SDETEWI BDUA D IN Q FOR SITE DATASEE 6UWARY SEESDATA 00JD-DOID ZON�G CON "I"" LDi SIZE (ST) 93.872 LOT SIZE (AC) Z15 BUILDING (SF) BUILDING CIA (Sr) `.827 .527 AR F S,AS LANDSCAPE AREA (S<) am, PAMNG (SF) 60.627 ISR- 69.9K SLIDING SET BACtS SR-70- 20 FEET NORTH- 0 FEET IEST- 0 FEET REM- 10 FEET LWDSCAPE BUFFERS: SA-7G- 10 FEE1 NORTH- 2 FEET EST- 2 FEET WE 13TH AVE- 10 FEET SECRONOI 3.10-512 PER CTY Of OIEECIOBFF LAND DEVELOPMENT REFSlRED RECI PA FOOD PARKING FOR ROF , SFACE PER 75 SF D< CUSTOM AREA SPACE CUSANT AREA PARKING u�IYA.TIoa NECIIJIMED - RESTAUEIJIi/iAST FOOD 1 SPACE PER 75 SF OF CUSTCEER AREA BUILDING FOOTPRINT: A,B27 SF A.B27 / 75 - 55 PARKING SPACES RED. STANDARD PARKNG STALLS - 73 SPACES HANCCAP PAN6KNG PIIONOFD - A sPACS TOTAL - n SPACES �3ND� ALL EUE EN S THAT ARE PLACES OF PUBLIC ACCOMMODATIONS AND COM ERCTAL FACILITIESONTHE SITE INCLUDING ACCESSIBLE ROUTES ID APARKING) SHALL MEET THE REOUREMDNTS OF 'FLO■DA AMERICANS wTH D6ABUTES ACCESSIBILITY UNPLEMENTATION ACV. THE CURRENT ADA STADADS FOR ACCESSIBLE DEWK FLORIDA ACtf59BUTY CODE FOR BUILDING CONSTRUCTION AND TIE FM MOUSING ACT. WHEN APPLICABLE Z ALL ASPHALT REMOVAL SMALL HAVE SAW -CUT EDGES. 3 ALL TRAFFIC CONTROL S000- CONES AND PROTECTIVE BARRIERS SHALL BE PROVIDED BY AND INSTALLED BY THE CONTRACTOR. t. NO DSSTNG MF11S LOCATED ON -SITE PROJECT DATUM: NAVD 88 THE PRESENCE OF GROUNDWATER SHOULD ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE THE SITE CONSTRUCTION STAKEOUT SHALL BE PERFORMED UNDER THE DIRECTION OF A FLORIDA REGISTERED SURVEYOR. AUTOCAD FILES WILL BE FURNISHED TO ND IN THE SITE CONSTRUCTION STAKEOUT. ANY DISCREPANCIES FOUND BETWEEN AUTOCAD FILES AND SITE CONSTRUCTION PLANS SHALLBE BROUGHT TO THE ENGINEER'S ATTENTION FOR CLARIFICATION PRIOR TO THAT STAKEOUT. AN,.,.11911— TO ba— d- Wf— you are la •.... underground uUli1NF located Ind mI - FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02 - SIGNATURE SHEET UU` er7 0 a C N N n m f I0oj a m c Y o In Z w w Lu m o m o O = = U U w LL.1 o Y Lu LL O Y� ON W Ix Lu W O W o J a _ J w U °� Y J) o SHEET NUMBER C-06 K7 it 11. 'oo i1 M I� ■� I� Gil m I n5]I1.AI lE ]��n' P:43-J N 71571 . 1 .N • '� N 1 ] l y 1 R10D' N� 4 • �••� � � l n 16.7 10.5 EO' 10' 5' N1 N105n 15 I 1 1 , H 1 1 1 71 n le , , 71 7 H 1 715]2D96 n 7. ti7 — R'J. I I �S RS 1 a I I v�• 71567 7 Q 71 7 07 _ )t W 1 Insn5ca N 1 1 '4 I nsl N N 715" 1 n 7.1s I I I .• �.._ NE PARK ST / SR-70 d LEGEND NORTH GRAPHIC SCALE IN FEET 0 10 20 40 PROPERTY BOUNDARY CONCRETE PAVEMENT CONCRETE SIDEWALK S THE PRESENCE OF GROUNDWATER SHOULD BE ANTIOFATFD ON THS PRO,ECT CONTRACTORS BID SHALL INCWDE CONSIDERATION FOR ADDRESSING THIS SSUF. 2 ALL ELEMENTS THAT ARE PLACES O PUBLIC ACCOMNODATIONNS AND COREBOAL FACRITES ON THE STE (NCLUOMG ACCES w ROUTES AND PARIONG) SHALL MEET THE RFDUIEMEMTS OF-FLOMOA AMERICANS OTH DISABILITIES ACCDSSIBlUTY IMPLEMENTATION ACT'. THE CURRENT ADA STANDARDS FOR ACCESSIBLE DESIGN. FLORIDA ACCESSIBUTT CODE FOR BALDING COISINUCTM AND THE FM IIOSN' ACT. YEN APPLICABLE. S ALL DMDIMON ARE TO FACE OF CURB. UNLESS NOTED 01HUMSE. A. ALL ASPHALT REMOVAL SHALL HAVE SAW —CUT EDGES, 5. CONTRACTOR TO PR MAINTENANCE OF TRAFFIC TO THE AD,NCEHT PAWING SPACES AND O6VE N5115. 6, ALL TRAFFIC CONTROL AONAGE. CONES AID PROTECTIW BARRIERS SMALL BE PROMDED By MO INS ED BY THE CONTRACTOR LL M . 7. ARAARE T URUESS OTHERNSE NOTED. FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02-SIGNATURE SHEET 10 N g X¢ X p O N aa�a m m mW x0 Z>�a Q � J Z CL rQ } V Z W Q � 0_ 0 V w W c Ld m o PROJECT DATUM: NAVD 88 m 0 OTHE PRESENCE OF GROUNDWATER SHOULD ANTICIPATED ON THIS PROJECT. LLJ U w CONTRACTOR'S BID SHALL INCLUDE W Y CONSIDERATION FOR ADDRESSING THIS IS p THE SITE CONSTRUCTION STAKEOIff SWLLL O U BE PERFORMED UNDER THE DIRECTION OF A FLORIDAREGISTEREDSURVEYOR AUTOCAD W J O FILES WALL BE FURNISHED TO AID IN THE a w SITE CONSTRUCTION STAKEOUT. ANY DISCREPANCIES FOUND BETWEEN AUTOCAD A// 0. FILES AND SITE CONSTRUCTION PLANS TO THE N LJ.J SHALL BE BROUGHT ENGINEER'S ATTENEION FOR CLARIFICA7K)N PRIOR TO L.L a- ui 0 W THAT STAKEOUT. > m J ANwyM III el l twa hll Business dAn before you dp �wereNo��e �Aawe, I«alea era m,nea Uw w B co o • SlI 1; 11111R C-07 0 • 3Ia IV - 91 PROPERTY 90UNDARY R O O ' PLAM fL YEl1i0A F.FE.. N.9P I I I 97 TS lCOORDENSURE ADEO TO 7A1(E PULE TO ENSURE ATION TO AI l"Cl TIE / \ IN TO NDCHBDBNC PARCEL TO WEST I I / 777777 — 9B Lf 15' HP • A 0= 2345 EP 34 Lf B' O2 1DPE • O51R 52 I I 7]21 IF n I � 1 \ / 105 .10.� IN • NIA NE PARK ST / SR-70 NORTH GRAPHIC SCALE IN FEET 0 10 20 40 LEGEND: ■ ■ PROPERTY BOUNDARY — HIGH POINT --CRETE PAVEMENT CGq✓tFTE 51DE,:c.. PROPOSED DUNNAGE IIAEI �® PROPOSED SPOT GRACE 21.0 PROPOSED CONTOOR LINE —1) FLOWDIRECTON NOTES 1. BOUNDARYANOTOPOPRONDEDBYBSM6 ASSOCIATES. INC DATED I III 1/L022. 2. GEOTECH PROVIDED w KSM ENGINEERING AND TESTING DATED iN3W22. 3. ALL STORM. Nt1TER. MID SEWER UTILITIES ARE TO BE TESTED BY THE CONTRACTOR PRIOR TO FINAL INSPECTON. REFER TO SHEET C-0 FOR TESTING NOTES. A. PER FEMA FLOOD MAP AND TOPOGRAPHIC SURVEY CONDUCTED BY SSM 6 ASSOCTES INC DATED II I1R0n ENTIRETY OF OUTPARCEL IS LOCATED IN FLOOD ZONE L NOTES 1. ALL ASPHALT REMOVAL SHAH HAVE SAW -OFT EDGES CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC TO THE ADNCENT PARRNG SPARS AND DRIVE AGUES. ALL 1RAFMC CONTROL SCRAM CONES AND PROTECTVE BARRIERS SNAU BE PRONGED BY ANG INS RUED BY THE CONTRACTOR. 2. CONTRACTOR MAY SUBSTITUTE STORM' PPE FOR RCP. 3, ALL EXISTING STORM PIPING TO BE FLUSHED POOR TO CONNECTNG THE PROPOSED STORM PPING TO THE SYSTEM TIE- a. TGRADNG BARD UPON MASTER OEVELOPEA nNAL PROPOSED GRADES STRUCTURE TARE STRICIUC MME RTM1 PIPES It PPLl GUT X v tJ0 �1P1 V1 (tQ IQi r l w w n.n PATH )M1n X w w nn • A>s 6A m WMN y IIw w IK� A 1FNti f A ICE w M Y• m T wR 91-91 iA FO IFA f R Ist[ w w >!J9 • OSZ A >MIC A � w M A]'3 • aTi w• w In 1ILn T IAET iFw w• ai w lAc u ICI !F-0E if i WN w M W E3 to Ulf II W GR A.D W CZf M T wET !I -A w w im IWa Ino, Y N w w ai \a A zt F X M w M nJ• • 9Ia w w 19N1 w IK ni u sr-0e c IP M w iw • 9s !FW wt aA w are w A 1M1m ff M w M IlL R Y)f M T F9[ n-w Ir a� Eo v-IN 1f r w w u W 9s A A-Q i R w Wi t9nR W Ru w art u D-O r l� w I!K u A A-V, i N w art lu • 0la MTwn itA wa'i w in ITd llhq Rf K w ! in • Aa A aHi Y r w IWe im • Ra w 9ve in MTwD as-s IIw an w w nJo PAd IIr-92. I K M ! na • 9al u �y 1f M, 1s 4IEa A m-n X IP w Ne ns • ntf WwnJ♦ w e ni TO RFO XNww n.i •61a w ort ns rt-e wMt aim .Aft s IP w — WIG 9 Ala w art au -0D M T wn ar-A TWA 19s w IDc io A TR-n X � w art u • o3v ITIm M T TA[r >tal w R n>• P1d Vy X M w w ni• Eta A Ia0. Sir M Nt ni • Ata w w iTt w IiE n.w ITIs sHq 1f � w � Iaa oa FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO CO2-SIGNATURE SHEET w O O Tic a N o < o to <� Yo Z g PROJECT DATUM: NAVD 88 Lli w o THE PRESENCE OF GROUNDWATER SHOULD ILL]O W ANTICIPATED ON THIS PROJECT. coW O w CONTRACTOR'S BID SHALL INCLUDE ISSUE. CONSIDERATON FOR ADDRESSING THIS O = ALL ELEMENTS THAT ARE PLACES OF w PUBLIC ACCOMMODATIONS AND U W COMMERCIAL FACILITIES ON THE SITE w K i (INCLUDING ACCESSIBLE ROUTES AND O w p O PARKING) SHALL MEET THE U J REOUIREMENTS OF'FLORIDA AMERICANS WITH DISABILITIES K O W ACCESSIBILITY IMPLEMENTATION ACT- a —1 W THE CURRENT ADA STANDARDS FOR ACCESSIBLE DESIGN, FLORIDA M 0. ACCESSIBILITY CODE FOR BUILDING _ W Df CONSTRUCTION AND THE FAIR HOUSING ACT, WHEN APPLICABLE. LLl O w J a- o AKr ttil 911l flHM lI MFY+ bOm too dig tolwe _ uMerpouM uNlNin bIMNI Nd nuhM. U W U ^x W W O SHEET NUMBER C_08 � 0 • 11 9n STRUCTURE TABLE STRUCTURE NAME DETALS: EX-0 E116INC MANIOIE FM 2&42 NV 9k I&M CREASE TRAP (180) PQ CT-01 RIM: 23.73 W 9k 2DX NV OUT: IL97 TYPE "A" MANIOLE MH_m RN: 22.34 NV 9k IL84 NV OUT. IL74 SSDO-01 CZEANOUT RIM: 23A6 W OUT. 20.18 SSA@ CLEANOUT RM 2&97 NV Q 1&95 NV OUT: IL95 SS♦. CIEMi017T RIM: 23.61 -03 NV 9k ILles NV OUT. 19.69 SSW-" C►EANDUT MI: 23.97 W Due =50 CLEANOUT FM 2324 9MD-05 NV 9k 2R46 NV OUT: 2CL47 SSCD-M CLE NDUT RIM:23.55 NV 9k 1177 W Our. 1IL77 ClEANDIXT RN 23.41 SSCO-07 NV 9k 1&70 NV 9k JIL70 NV OUT: 1170 SM-I! ClEANOUT R9k = NV 9k 19.33 NV OUT: 19.33 CLEANDLTr R9t 22A0 Sco-a NV 9k I&Q NV OUT, I&C �——-- —— —iounuTY I I I PROPERTY BOUNDARY �I 4' PVC OR-18 PIPE NI 2' SCH 80 PVC P II I ,D UTILITY EASEMENT I � I � I � I � II I ` IRRIGATION SERVICE 1 R % � E E IX 4'xl' REDUCER S 2 z s Ix 1' 90• BEND 1x 1' ISOLATION VALVE I I POTABLE SER1 TEE 1x 1' IRRIGATION METER lx 4'x2" REDO 2 REM 'v Ix 1' RPZ BACKFLOW PREVENTER 1x 2' FIRE SERVICE 1x 2' WATER Ix 4'x4' 7EE I 1x 2' RPZ BA 4 GATE VALVE ' E Ix 4' DDCV BACKFLOW PREVENTER — _ _ _ _ 4" PVC DR-18 I N 12"a4" TAPPII o EXISTING POWER Pq.E�' SLEEVE AND y- m LF OF 6' PVC mR-1W • 2m i — — — — — — — i EASEMENT IT IF I f, � I T1 PROPOSED FIRE HYDRANT TO BE CONST1 / / MASTEER CD VVEELO BY It LF 6 !' PVC SDR-7E It 1.00R I _,,,,-EXISTING POWER POLE ,,,—EXISTING OVERHEAD ElE "e 8 EXISTING 12' WATER MAIN i NE PARK ST i NORTH GRAPHIC SCALE IN FEET 0 10 20 40 LEGEND: PROPERTY BOUNDARY BUILDING FOOTPRINT CONCRETE PAVEMENT CONCRETE SIDEWALK wl PROPOSED WATER SERVICE xn PROPOSED FIRE SERVICE a PROPOSED SANITARY SERVICE EXISTING WATER MAIN EXISTING OVERHEAD ELECTRIC 1. CONTRACTOR RESPON9BlE FOR ADJUSTING THE TOP OF ALL UTILITY STRUCTURES TO MEET FINAL GRADE, AND COORDINATE WITH THE CITY OF OKEECHOBEE PRIOR TO CONSTRUCTION. 2. ALL STORM, WATER, AND SEWER UTILITIES ARE TO BE TESTED BY THE CONTRACTOR PRIOR TO FINAL INSPECTION. REFER TO SHEET C-04 FOR TESTING NOTES, 3. CONTRACTOR TO FIELD VERIFY SIZE AND LOCATION OF EXISTING UTIUTIES TAPS TO BE PERFORMED BY UTIUTY CONTRACTOR MUST BE SCHEDULED IN ADVANCE WITH THE CITY OF OKEECHOBEE. 4. ALL SERVICES TO BE CONSTRUCTED PER THE CITY OF OKEECHOSEE'S STANDARDS AND DETAILS. 5. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, AND INVERTS OF EXISTING UTIUTIES BEFORE CONSTRUCTION. 6. CONTRACTOR SHALL NOT INTERRUPT EXISTING UTILITY SERVICE DURING CONSTRUCTION. 7. UPON PROJECT COMMENCEMENT CONTRACTOR TO CONFIRM INVERT AND SIZE OF EXISTING SANITARY STUBOUT CONNECTION LOCATED ON WEST SIX OF PROPERTY. ANY DISCREPANCIES FOUND WTH THE CONNECTION SHOWN TO BE COMMUNICATED TO OMNER AND ENGINEER WITHIN 48 HOURS OF COMMENCEMENT. 8, ESTIMATED FLOW DEMAND BASED UPON FLORIDA ADMINISTRATIVE CODE CHAPTER 64E-6. TABLE 1: RESTAURANT USING SINGLE SERVICE ARTICLES ONLY AND OPERATING 16 HOURS OR LESS PER DAY PER SEAT - 20 GPD/SEAT 20 GPD/SEAT X 99 INDOOR SEATS - 1,980 CPD 20 CPo/SEAT X 20 OUTDOOR �A75 _ + 400 GPO TOTAL FLOW DEMAND 2380 GIRD - 1.65 GPM UTILITY CROSSINGS: CROSSING #1: BOT PROPOSED 15" STORM = 17.86 TOP PROPOSED 6" SS = 16.82 12" MIN. SEPARATION MET 6 5 FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02-SIGNATURE SHEET uIn ON o 3 3 aC,'c a o m y0 oZ q is w LL o LLl DO O co p 4 O = = U w U LLI o Y LLI O O Q w J w f- a LL 0- > ED M-I allall —full Wsiriess Gal+"xf... y°u d'x{ 1° nave a = PROJECT DATUM: NAVD 88"11""410""°'"' '"'" U oa w w U o THE PRESENCE OF GROUNDWATER SHOULDB� ANTICIPATED ON THIS PROJECT. SHEET NUMBER CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS IUE. SS C-�9 i C� MINIMUM DIMENSION RAID LOGTION A 1 B AT OUTSWING DOOR IM Bp AT INSNMWSLDING DOOR 4T NODOORWAY 8 ]6 .Cr•� � s � J YX" y�a DETECTABLE WARHI- / (SEE NOTE 1O) b DETECTABLE S (SEE NOTE 10) y •C NOTES. 1. ALL CURB CUT ACCESSIBLE RALPS AND DETECTABLE WARNING SURFACES SWILL BE INSTALLED BY THE SITE CONTRACTOR. 2. TIE STANDARDCOLOR FOR TIE DETECTABLE WARNING SURFACE SHa1 BE YELLOW. ANY TYPE aF ADESNE OR OLUE DOWN MATS: STAMPED CONCRETE ORANYVARIATION OTHERTHANHINTISSP UMOABOVEW LNOTBEACCEPTIED.CAINLLCONSIDERALTERNLTNESTHATAREEOINLTOTIE PRODUCTS SKCIRED ABOVE. THE CHIEF ENGINEER FOR DEVEUOPNEM SERVICES NLL HAVE TIE SOLE RESPONSIBILITY FOR DETERMINING TIE PRODUCT ACCEPTABUTY. 3. ALL DETECTABLE WARNING SURFACES FOR SI)EWAUKS AT CURB CUT HANDICAP RAMP SHALL BE AN APPROVED YELLOW COLORED COMPOSITE MATERIAL ANCHIORED W 111E CONCRETE SIDEWALK RAMP. AN;HOREDCOMPOSRE WARNING AREA INSERTS ARE TOW COLORED •SAFETY YELLOW. ARE TO W SET INTO THE CONCRETE AND ARE TO BE FLUSH NTH CONCRETE SURFACE ALONG ALL FOUR SIDES. DESIGN DIMENSIONS GI DETECTABLE WARNNG AREA SHALL CONFORM TO FOOT STANDARD PUNS IFDE%Si2-002. �LIi6Y >SIEaMD�OX STIa FM! AVBP BMOlR NMT N.CPX�RY4BA '�AYG •OWE �. Ar s .NA o.Aae X TMXI! 6" STORE BOLLARD DETAIL NOTE. •• EA BOLLARDSHALLBEPULEDATTIECENTERWPARIONOSTALL WHU T BACK FROM THE FACE OF CURBb1DE%NALX ACCESSIBLE RAMPS N.T.S WHITE REFLECTIVE TRAFFIC PAINT 4'TYP. n STOP BAR VARIES, SEE MITE RAN STOP BAR DETAIL H.TS, NTH US. DEPARTI.EM OF TPAKSPptTATION. FEDERAL NOIBWY ADM.4bTRAT RAFT •OCALC D INFORM TRAFFICDONIAOL DEVICES', LOCAL CODES TOANDOS INACCOR MOUNT SIGNS TO POST IN ACCORDANCE 1ATTH MAHAFACTIIRER5 INSTRUCTIONS. STOP SIGN N.TS. DISABLED ACCESS SIGN (SEE ACCESSIBLE PARKING SIGN DETAIL,— ^VOLLARD—\ CONCRETE SIDEWALK 7 TYP. (REFER TO FOOT STANDARD INDEX NO. 711-001) ADA PARKING DETAIL NOT TO SCALE 4• NEE PA TE BLUE LINES RY DETECTABLE WARNING (SEE NOTE 1R FTP-20U6 DISABLED PERMR ONLY � i 250 FINE FTR22Hle F.S itB.lB 7 NNE PEN LOGIL CODE NOTES . THIs slcn MAr ALSO WALL O 2. SEE AISIGN BASE DETAILS EASE Lb THESE SIGNS TYRCAL AT EACH ACCESSIBLE PARKING SPACE ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE HANDICAPPED PARKING SYMBOL DETAIL NOT TO SCALE TRARSITION ONENSIONS VARY SEE SITE PLAN FOR LENGTH CURB FACE - TRANSITIONS DGVVN TO W HIGH CURB 3 FULL CURB TRANSITIONS FROM FULL HEIGHT HEIGHT CURB TO FLUSH CONDITION CURB —� / PARKINGJROAD SURFACE CURB TRANSITION DETAILS NOT TO SCALE ON RAMPS TINT ARE PERPENUCUUR WITH 1.63" MIN, THE CIFB UNE. TIE DOLE PATTERN SHALL BE Q• q^ IN4INE WITH THE DIRECTION OF TRAVEL ON EDGE OF RAMPS INTERSECTING CURBS ON A RADIUS. TIE d)VE PATTERN SWLLL BE IN11NE NTV THE h DETECTABLE DIRECTION OF TRAVEL TO THE EXTENT — WARNNG PRACTKwI. 0.91 MIN. $ = MAX � O � /� TRINGTED INTEGRAL DOSE = O s ?e (''� O O = --0 O O O TIE TOPNDTI GF TIE DOLE bWLLl BEALWMIILI OF SOX AND A MA%INJM OF 65%OF THE BASE DIAMETER. O O O O TRUNCATED DOME BASE -TO -BAY 9SE 0.65 uwwu Bf'A*:K XKS. o Lla z ^ - PLAN VIEW 0 vi ALL SIDEWALK CURB RAMPS SW HAVE DETECTABLE WARNING SURFACES THAT EXTEND TIE FULL NDT1 OF THE SIDEWALHURAMP AND IN THE DIRECTION OF TRAVEL 24INCHES FROM THE BACK OF CURB. N g ACCEPTABLE PRODUCTS vUOi <i co¢ � p CAST IN PLACE COMPOSRE TACTILE �—\ < 3 O ADA SOLU110N5, INC. ARMORCAST PRODUCTS COMPANY DETECTABLE WARNING SYSTEMS ^` B7BB PNLLPS INDU6TRIAL BLVD. JACKSDVALLE. FL 522S6 10 SAIICOY STREET "I MuPS NGFNVAY R2 NORTH H10LLYVAOD, CA sISD5 JACKSONVI LE. FL =56 C < m = a PHONE :9DL- 75t1 TOLLFREE: 80LF7—os PHONE B,B .3600 PHONE : 866�702 FAX 81B 2.7742 FAX ed-26B0111tt DETECTABLE WARNING DETAIL hff "Iff ,o 2CNt o SIDEWALK, OPTIONAL CURB 4 OUTTER FLUSH CONDITION PARKING I ROAD SURFACE FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02-SIGNATURE SHEET ACCESSIBILITY NOTES. !y 1. ALL ACCESSIBLE COMPONENTS CONSTRUCTED AS PART OF THESE PLANS SHALL COMPLY WITH CHAPTER 11 OF THE FLORIDA BUILDING CODE. 0 R 0 N 2. ACCESSIBLE ROUTE TO ACCESSIBLE SPACES, BUILDING ENTRANCES, AND a 0 > G m PUBLIC STREETS SHALL NOT EXCEED 4.9% RUNNING SLOPE AND 1.9%CROSS < N It b SLOPE. x 0 Z W z 3 a g DEWALK 3. CHANGE IN ELEVATION WTHIN THE ACCESSIBLE ROUTE IS NOT TO EXCEED)F OPTIONAL) WITHOUT A CURB RAMP. 4. UNLESS OTHERWASE SHOWN ON THE PLANS, THE MINIMUM CLEAR ROUTE SHALL BE 36"WIDE WITH A 60'k60' PASSING SPACE EVERY 200 FEET. 5. ACCESSIBLE ROUTES THROUGH PLANTERS SHALL BE LEVEL WITH THE ' ^ SURROUNDING PAVEMENT OR PROVIDE CURB RAMPS AT EACH END WITH A V J MINIMUM 48' LEVEL LANDING IN BETWEEN. J 6. THE ACCESSIBLE ROUTE IN FRONT OF PULL -IN PARKING SHALL BE A MINIMUM OF 44- VADE AND NOT REDUCED BY VEHICLE OVERHANGS, CURBING. SIGN POSTS, OR OTHER OBSTRUCTIONS. 7. ANY WALK THAT CROSSES OR ADJOINS A VEHICULAR WAY NOT SEPARATED BY W CURBS. RAILINGS, OR OTHER ELEMENTS SHALL BE DEFINED BY A CONTINUOUS Q 36, WIDE DETECTABLE WARNING. 8, SPECIAL RAMP RULES APPLY FOR ANY RISE GREATER THAN 6' INCLUDING BUT 1 ui NOT LIMITED TO RESTRICTION ON SLOPE, TOTAL RISE BETWEEN LANDINGS. AND USE OF HANDRAILS. PER F.B.0 11-4.8. 9. PUBLIC SIDEWALK CURB RAMPS CONSTRUCTED WITHIN A PUBLIC V J RIGHT-OF-WAY, IN ABSENCE OF LOCAL ROADWAY GUIDELINES, SHALL MEET THE REQUIREMENTS OF F.D.O.T INDEX 304. 10. PLACE DETECTABLE WARNINGS ACROSS THE FULL WIDTH OF THE RAMP OR LANDING, TO A MINIMUM DEPTH OF 2 FEET MEASURED PERPENDICULAR TO THE -SIDEWALK CURB LINE AND NO GREATER THAN 5 FEET FROM THE BACK OF THE CURB OF 4 (OPTIONAL) EDGE OF PAVEMENT. w 0 w - CURB 8 GUTTER 11. ALL DETECTABLE WARNING SURFACES FOR SIDEWALK AT CURB CUT HANDICAP LLI Of w -FLUSH RAMPS UNDER THE JURISDICTION OF COJ SHALL BE AN APPROVED YELLOW COLORED COMPOSITE MATERIAL ANCHORED IN THE CONCRETE SIDEWALK co0 m Q 1- CONDITION RAMP. ANCHORED COMPOSITE WARNING AREA INSERTS ARE TO BE COLORED O "SAFETY YELLOW', ARE TO BE SET INTO THE CONCRETE AND ARE TO BE FLUSH WITH CONCRETE SURFACE ALONG ALL FOUR SIDES. DESIGN DIMENSIONS OF DETECTABLE WARNING AREA SHALL CONFORM TO FLORIDA DEPARTMENT OF / w TRANSPORTATION (FDOT) STANDARD PLAN INDEX 522-002, AND 28 CODE OF V w FEDERAL REGULATIONS (CFR) PART 36. APPENDIX A LATEST REVISIONS, AS LLJ Q Y WELL AS APPUCABLE COJ REQUIREMENTS. w LL O OWE LU V% It 5- w w CL w D' J 0 EL U U Y U) � o SHEET NUMBER C-10 C] / -I L E CONTRACTION JOINT 5 YM i I,N uIALe1a v. ttw•FRo"s"il vA�rc`DAcoowrL s�NE,c ,. IEEE T C lFD METAL ®. CAP. LUBRICATE A K TINS. OF WL1FL YTtR6.trDONEL A&If1tNza8— A.-VHERE C Y.E. MI:OFOFOR Low rnunrtR EXPANSION JOINT S 8 0 FOR CONCRETE PAVING LOCATED W DL%PSTER ENCLOSURE. HANDICAP PARKING AND DTWE•TROUGN'. CONCRETE PAVING SHALL BE TINTED AND SEALED. SCLOMONS COLOR. SGS INrtE COLOR "N BLACK ONYX 1 SHALL BE USED AT A RATE OF 25 LS BAG PER A YARD OF CONCRETE. THE CONCRETE SEALER SHALL BE WR MEACCYb SEALER CSC II. 1 POUND OF CONCRETE DYE SHALL SE AXED NTTH EVERY 5 GALLONS OF SEALER. e w Ng e x CONTROL JOINT (TYV.) PLAN NDTEs. i. LONOITLgNA1 AND TRANSVERSE JgNTb SMALL BE SAVED AS INDIUIED. 2. THE JOINT SEAL MANUFACTURERS SPECIFICATIONS SHALL BE COMPATIBLE VJNH THE JOINT COWIGUUTION. PROACE TYPiCA MTNLS FOR CONSTRUCTIdJ A EXP. JTS. O. FOR ALL JOINTS TIE BACKER ROD MATERIAL SHALL BE COMPATIBLE MATH THE COLD POURED SEALANT AND SUGHTY OVERSIZED TO PREVENT MOVEMENT DURING THE JOINTSEALANTOPERATION. I. TE WIDTH OF ALL JOINTS SMALL SE CORRECTED FOR M DEGREE F. S. EXPANSION X— SHALL BE USED AT ALL LOCATIONS NHERE PAVEMENT ABUTS A PERMANENT STRUCTURE. 6. DOWELS AND TIE BARS FOR L%X15TRUCTION JOINTS SHALL SE CAST IN PLACE. CONCRETE PAVEMENT DETAIL NOT TO SCALE SEC STE PLA. CDR SM—C NOTES f• THICK ]OOO P51 CONCRETE SEE TYPICAL PAWNC SE- DETAIL 6• OAYEMENT 9 E NOrt. CONTRACTOR SHALL REMOA A l u SUITABLE MATERIAL SUCH AS CLAY ANO ROOTS PER A—Cl RCOIIREMCNS A- 5• 1- RAISED SIDEWALK AND PAVEMENT SECTION N.T.S. EXISTING GROL.NO OR ROAD BASE z REMAINING BACKFILL ll� RACED AN) COMPACTED PER APPROPRIATE -- - + smanUTNINS r MAX. SIZE.• GRAMJUR BACNFILL ACED AID COWACTED C.D TOWN, OFMAX DRY izE DENSITY. IS• MAX. SIZE BEDUND IAIERIAL S`al DIG OUT FOR BELLS fi I ES J: S BEDUNDSHALL U TOFINJS UCH ORANAAARMATERIAL(r LAXSIZE). UNSUITABLE TELS SAb MUCK DEBRIS AND URGER ROCN bH41 WITRE RE MMAARERIAMOVED. 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE MUNDES. 3 i ]. TIE PIPE SHALL BE PULED IN A DRY TRENCH. s S I. BACKFLL SIIALL BE FREE OF UNSUTA&E MATERIAL SUCH AS LARGER 6 RocK. MUCIK AND DEBRIS. vs. ALL Wp6K SHALL CONFORM ro STATE aF FLORIN TRENCH SAFETY ACT. • COMPACT TO 56%4F MSHTO T-15O MAXIMUM MY DENSITY UNDER EXISTING b AND PROPOSED PAVEMENT AREAS. COMPACT TO %%ON ALL OTHER AREAS UNNESS CTIERWISE NOTED_ TRENCH WITHOUT EXHURATION NOT TO SCALE a00D PSI MIN COMPRESSNE STRENGTN CONCRETE as DAYS) AND —PS MN. FLEXUUL STNENDTH PORRMOCEAEM CONUETE PAVEMENT SAWD CONTROL JOINT 1 I OR JOINT (TYPJ [CONSIRUCTION %�. L MCKEMED / FAH EDGE COMPACTED PROCTOR t tiN1t OF MOUFIEO PROCTOR TEST MAX. DRY DENISIT KASTM D f551J Nlrv. SECTION SUTGRACE SOILS MUST BE MOISTENED PRIOR TO PLACEMENT OF CONCRETE. O55' Ap E EDGE PAVT. e• P.C. TYPE TT JOINT PLAN CCONTINUOUS IS RBMN S (TYP) TIICXfIEDEDGE TAANSITON TO FlR$T PAVEMENT JUNT �• RYA TYPE'A TYPE'B TYPE'C' F.'REMOLDED EXPANSION SIDEWALK JOINTS JgNT MATERI.LL 1/a'_ `L H O.THi5HE0 r Nr I u• 2a• ALL CXINCRETE SIA, x DODO PSI REVOLVED TYPE " " CURB N.T.S. TABLE OF SIDEWALK JOINTS TYPE LOCATION 100' MAX SPACING P.CA.T. OFCURVES. JLJNCTIONOF EXISTING ANDNEW SDEO—S. B F• CENTER TO CENTER WHERE SIDEWAU( ABUTS C' CONCRETE CURBS. DRIVEWAYS ANDSIMLARSTRUCM S. WIDTH VARIES (SEE PLAN) BROOM NNSH CONCRETE SURFACE TABLE OF SIDEWALK THICKNESS (Z MAX) TO ROAD . ., .I.. '... '... '�..-..' IOCATON T LS _, OTONLYAREAS DRIVEWAYS AND OTTER TRA:TIC AREAS E NOTE: MUST MEET THE UIREMENTSOF COMPACTECTONOTlw COMPAITEDTONOTL RE REQUIREMENTS OF TIEAMER THE AMERI AN THAN %%AASMO T-160 (ANT)NCE NSITIO FROAlSAM RAMPS TREETS WALKS, G S OR TO WALXS. GIRTERS. OR STREETS SKULL BE FLUSH SHALL, , SE F STANDARD CROSS SECTION ADFREEOFABRUPT—u S. CONCRETE SIDEWALK NOT TO SCALE TYPE S ASPHALTIC CONCRETE VATH Z MINMUM sTABIUTY OF I5O0 LBS COMPACTED TO %%OF TIE MAXIMUM LABORATORY DENbm - CRUSHCRETE BASE OR UNFROCK COMPACTED TOSE%MOUFIEDPROCT,M -,,:.� ,ry -,�;-- 'v.^-`^�(?r —MUM DRY CE1am PER ASTM P15ST MN. LBR 1 W r-' j0 '%�':' " ' STABILIZEDSUBGRADE LP.C. ``Y'��tiy.,,., PROCTOR MAXIMUTA DRY DENSITY PER AS1M U1551 MAIN. WR D STANDARD DUTY ASPHALT N.T.S FINISH GRADE ELEV. SHALL BE AT LEAST 2' BELOW 2' BELOW THE PROPOSED PLAN ELEV. TO ACCOMMODATE SODDING AND MAINTAIN POSITIVE DRAINAGE REQUIRED SIDEWALK AT GRADE DETAIL NOT TO SCALE TYPE S ASPHALTIC CONCRETE NAM MINIMUM sTA&UTY OF I500 UBS COMPACTEDTO%%OFTHE Z MgXI WM LABORATORY DENSITY (INNSTALLEDIN2.1•UFTS) f CRU BASE OR LI ROCK O COMPACTED TO —MOUNT IMU —'LECTOR MOUNT MAXIMUM DRY DENSITY .:._ •,`+:. - PER ASTN 0.IST MN. IBR IW sTA9UZED SUBCMRACE `�Y�`�YTY��Y COMPACTEDOpFlED CRYm PRY PROCTOR DENS `T`%`i f'�\f` PER gSTM0,15UM DHSS! MN. LBR b HEAVY DUTY ASPHALT KIS TYPE I PORTW'U CEMENT CONCRETE. CONPRESSNE BRUSH FlNSN STRENOTH AT N DAYS OF AT LEAST AWO PSI ONTROL (CJOI TS AT 12Y12)YYYr i STEDN12ED COMPACTED TO HOOF !D ORY' DENSITY PROCTOR IM%IMLM DRY pE SR PER AS,D155l MN.lBRw MOISTEN—CRTOPLAGND NOTE. SEE THICKENED CONCRETE PAVEMENT EDGE CONCRETE CETABFORACOITIONALIFCRNATIONRECAROING E%PANSNON JOINTS AN) REINFORCEMENT CONCRETE PAVEMENT N.TS L ZN o 0 O < IT Z Z5Z t:=iZ � m Y � U Ny = B w < npYs' 0 S FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02 - SIGNATURE SHEET U 0 C4 O AC IN�Y O fn YD OZ J ff 8 VJ J Q W 0 W m W w W w m m 0 0 = T U U w W o Y W o0 0 ¢ W J w F- c a W \ a_ m •J o u x w U U a SHEET NUMBER C-11 • SIDE VIEW N C H J 1 I m ptl TOP VIEW 1C TIII E A 3/4" 0 E TT STRUCTURE CONTROL POINT —{ END VIEW AT CENTER OF STRUCTURE CONCRETE 4,000 P.SI. CHAMFER N STEEL µ • IY E.K. NTHI OVER PIPEaPvOPENING, (2' CLEARANCE OVER STEEL X REW - BARS, 1/Y TOLERANCE). A A 4- EYE BOLTS (SEE PLATE D-210) STANDARD MITERED END SECTION DETAIL NOT ro SCALE N: ALL TYPE 'C' k "E INLETS WITH SLOTS DEEPER THAN B' SHALL BE CONSTRUCTED WITH A HDRIZONTAL BAR(S) MAXIMUM SPACING 6'. 1• DIAMETER GALV. PIPE EMBEDDED YIN PRE -CAST OR OTHER APPROVED METHOD. 1-O MAX. OPENING (SHALL NOT BE IN WALLS WITH CRATE SEAT) ,- TYPE JC' ONLY —� A 29 X36' GRATE 21YX35 GRATE SEE PUN FOR SIZE OF OPENING SECTION 'A A7 END VIEW A 2. OPENING MAY BE CONSTRUCTED AT EITHER END OR BOTH ENDS AS SHOWN ON PUNS TYPE 'C' DR 'C DETAILS OF OPENINGS IN DITCH BOTTOM INLETS _ Yxrx1/4• ANGLE A 36 STEEL. �s Q L In WELD ALL AROUND 1/YO ANCHOR STEEL ROD n- 3 REQUIRED Y GRATE SEAT DETAIL DETAIL FOR TYPE 'C k E' INLET NOT TO SCALE 3 1 6 VARIES MAX. DEPTH 15' Ir SLAT OPENINGS SHALL NOT BE IN WALLS WITH CRATE SEAT NOTE' GONG. DESIGN STRENGTH 4000 P.S.I. 6' 2'-0' ! 2 /4!- 1 3 3/4' ALL EXPOSED CORNERS AND EDGE TO BE CHAMFERED 3/! 2' YxYx1/C ANGLE IRON GRATE SEAT (SEE PLATE D-209) 04 O 12' O.C. B.W. I_ GROUT. OR •RAY-NDC JOINTS WHEN REWIRED O' 04 O 12' O.C. B.W. PIPE MUSE NOT BE IN 12•-1B I CONSTRUCTION JOINT SUIP PIPES SHALL BE FLUSH • • • WITH INSIDE WALL 14 O G O.C. B.W. MINIMUM BEARING CAPACITY 2000 PSF STORY SEWER TYPE 'C' IN NOT TO SCALE SD STORM PIPE (SEE CIVIL PLANS FOR SIZE) ROOF DRAM CONNECTION DETAIL N.T.S. � b APPROX. 240 LRS, 3 3/4' 5/B' ❑ ❑ �5/B b b b n \ b h 2 1/Ni 7/e- 1 vw 1 7/B' I I 7/6 HY 35 7 2 7/Ir —ll II— Y PLAN I/IY x 1• x , SECTIO RINN BEAG PAD SIDE VI APPROX. 220 LRRS, t t/Y y 35 1 8' ELEVATION STORM SEWER INLET GRATE STORM NOT TO SCALE 2 3/16 PLAN 28 1/B' I 27 3/Ir I j— 25 I/r —{ SECTION STORY SEWER CATCH BASIN FRAME NOT TO SCALE 3 13/1E 3/4 33 I/W 33 5/8' 36 1/I! 31/YY IL 5 �1SECTION 28 1/9' 16 7/6 25 5/6 APPROX- 180 �fLC_ 3 13 / 2 t5/Eli 3 3/16. 25 1/Ir 2 1/Y SECTION SMN SEWER CURB NLEr�E - - NOT TO SCALE FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02-SIGNATURE SHEET O _ ¢ 3 un n d 10 Q N Q m yoo i o o b LLJ LU w m O m O O = = U W LLJ o Y W wO 'w' U Of 0 J w I. — Lau w O w J a o_ J U U w w 0- SHEET NUMBER C-12 • • Y e a winour�wBc�wEs��wProai�� STEEL BA ONO 0 POST 10 NAY. 111TB --Jim gPACNG K SUPPORT FENCE 6' Y4L —0. . ENONr ME BIPPORT FENCE STEEL OR POIONC I1OONT W* u 4 POIOrIC rpONi POST N4gF 36HI W YAIL mm FABKC ATTAOED E SECUELv TO F UPMEAII 90E K vosr \ry '\ TM/TRBEOE 'r wlo.crzD 1 > AWLBACEpILL STANDARD DETAIL ALTERNATE `DETAIL MENd TIIM NARK BADBLL 1RENO1 W1M GRAKL NDEEL I NSPECT AND REPAIR "M AFTER EACH STORM EKNT AND RMOW SfDNDIT WHEN NECESSARY. x REJgKD SEORIENT SHALL BE DEPOSTED To AN AREA THAT WILL NOT CON TRnIrz SEDRICNT OT-Brz AND CAN K PERMAMENTIY STABRJEEO. J BET FENCE SNAIL BE PLACED ON SLOPE CONTOURS TO MANIWS ParEONc ERTCENCY. SILT FENCE DETAIL STARES — BE RACED MERE ME UOR OKRLAP AND ME CETEA S THE Y w•T AS d MEOW MS `r 51LT DIKE UNIT CUT SECTION I� Porn •ATM Is� rE NKNw MAN E r-1 ro L �\ —1 TEA ROWS — � ANY W, AR.. - fNpS. DETAIL A -A DIKE SECTION DETAIL B-8 SILT DIKE CHECK DAM SPAONC O AFEP 'aPIC POSTS TO BE 6-I. RFT APAR 2 i}Ei FOR ABBITKNAL STRENGM. MOpILL FILMFABRK CAN K ATTAOED TO A 6-ND IIHI HASASEBEEN FASTENED TD ME POSTS FILTER FABRC uATOeAL SECLNELT FASTM D TO THE POSTS w TO THE USED ERNE mm ATTAOEri TTID OLT FVIO S BIT srzEl-L PPOS APPRO—ATELT a NMS Of IETER FABKC MATERAL (OUST EYTEND NTO A FORT ME OEO TRENw AND BE AN -- ------ MT OF 6E COMPACTED BACKFBL �' TEOBO TOr'E A M rz At R� R[ o0 4 - RpTAE BOB, IT ODOTAE OBE. II i lOip1T AP—DXNIATELY A• R•EOTF xMl[IIS+ FAwcMWTwL x •• TNwOI a pelt POSTS 1. Allo eLEx Fw SILT FENCE INSTALLATION DETAIL .AWL FILLED B•D Q D� �m /F-cATOt MSIN �- / PLAN VIEW FIONG NE1wT WET MY MOM, $WNA MOM, ;, ip1 !� SECTION A -A 1. PUCE CWB TYPE SEDMENT BARKERS ON FENTLY SLAP— STTEET SEOENM YAIFAE TER CAN POD AND ALLOW SEDRIMT TO SEPARATE N1d1 RUNOi. 2. SAEOBAGi OF EITHER SURLAP OR woKxl IZOT — FABRIO ARE iLLID III, WAKL UIEREO ANO PACKED TKNTLY. 1 LEAK ERE SANOBAC OAP N THE TOP NOON TO PROWX A SPILLWAY FOR D m".. INSPECT BARKERS AND TEMOK SEOMENT AFTER EAON STw EKNT. SEDAEx1T AND MAKL MusT BE BEMOKD IRON ME MAKLED GRAY WICOIATELT. CURB INLET SEDIMENT BARRIER rI"U" BETO !M LEMA; Inge �IrGR xm Im d uaBE BmIYR16Nc RB —A— FOR TAvli AT TO FLTETE H Q6. oMmw TIRES (arIpIALT � i� <nd ROIOtRL BAO I/� NudrtY 1p"xf/A• d Ad6 CSA.BUI NleeDl R61RWEi q, l6CK (Tm) Im/A�eBpENRdT A0C 1KN Nf PNEON GR MTAUL Ie/KSTR.' A(STRAwT TALLED RLIER SAD BEMPTY "TER SACK RAEN QYit1 BIwRY C0.GRED ExPAR5101E REST.. CAR NO L E A BE SEEN. ' SEOTMDLE F BE TWEE u .EXMYLENE FABRIC INA1 MELEES GR ExCEEDs REOUROLNTS N M SPECTFEATONS i•nE J as ADSaBBENr PAo w Puow - CAR BE —,SED THEN OIL SPILLS ARC A CONOAI. -CT PER AEBLLATOPY o BEDIEE , S. ME NDDL X. D THE FILTER SACK e IAtl MA— ME INSnE MOM df 111E w•TED .AET BD. _ e. ME BERM. b', di a iLTEA SAD Rld� , eE TTEEN to NCHCs F T JB NOES x. THE LENGTH. LE. T 111E TINTER BAD ALL AEON M INSIDE LENGTH a< ME wAlm Nlfi BOL FILTER SACKS(GRATED INLETS) w�rAldli M�sPCKE aFOOYO �—EENMBMG TREE LO BE ESfAKO S SAFETY GRN AAOE I FOOT F. EAOH CGRn R BAIdOEB OMIEETTERD(6'T Yw.) TEES POSTS S� /J RERAR POSR TIP.) �r 11AK��r M.x� C-C C-C NoT ME TBEE PROTECTION 8ARRCApE S— K AT LEAST TKKE (S) FEET miGm- ME BA_EP SHALL CONSIST OF DDER A HOOD EEKCE NM V4 POSTS P A MIY61u11 OF E101i (5) FEET APART. BIM A n. INIIRI TOP RAIL OR A TEMPGRARY YEE MESN MNU. M OTTER SWLAR BARKER —OB — WT ACCESS M ME PROTECTED AREA THE BARROAOE SHALL K AT )EAST ONE TOOT N DIAMETER iN(f11 EAD MD OF TRUNK DIAMETER FM TREES LESS THAN 12• DBB. TBE MNMW BABREAOE 91ALL BE PLACED AT LEAST Bx (6) FEET •WAY IRW TIE MBE OF TEE TREE TREE 8ARRIUDE AFPROVAL OBTAM OtY APPROVAL BE TREE BARBICApES WOPE BEORRmEo CLEARNG DPETE.RONS GR ANY SITE OE OPME.i TREE BARRICADE OKRBON WR REOIINET' wETE GRADE DEFEIDS ri EIOSTNO RAKp TpAOMY „p� J , ,, .ten �::Alari..ii✓ili". r.. . SECTION A-ATw,fABRIC SEDIMENT BARRIER \ S1ELMr / -VLSANDB•OS SM A. (STTIAY BMF TYPE BALES AS OMw A—,owo wTBcBS io SAEoTN7 / CBANNELI2E RLxEOFF o �r M%r BARN AS REWIAm. R To" I ?q i >i A I I A 1I^ I `OKR90N BE. PL.R =EW NOrzS 1. TIE ENTRANCE SMALL BE MAMTAMm N A CONO TKN THAT — PREKNI TRAOv¢ OB FLOWING OF SEDIMENT ONTO Puna AKNTS-OF-W.Y. TIAS M REOIKTE TOP DRESSMC BEPAN AND/W OEMOUT OF ANY NEASLNES USED TO MAR SEOR 1 2. MIEN NECESSARY, KNEELS SMALL K C EANED PROR TO ENTRANCE ONTO PUBLIC RlplT-OF-WAY. J. nEN W.SIMIG IS THAT THAN R SHALL BE OGRE ON ET ARE. IIAP OB MM ERUBAS STOK MAL DRAMS Nip AR APPROLfp SEDRIMT IRAR GR SFDRENi BASH. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE iFMPMARY EARN f#Bus wAtFRNG MPwARY EARN BERM DIBfC�[D PWPO /BY ENONEfP SILL RAACE u\ KGFTA D AREA TEMPORARY EARN BERMS (SEE ABOK) J00' (TrP,) ARY PEOtABQE BE TON AREA TYPICAL DEWATERING DISCHARGE PLAN PLAN NEW x / / ATTAR RTER FABRIC TOP FRAME NEQSSARY SE TO n4 FGR sTAeuTF wopo FRAME. OKK.APRxc 11DO.T FABRIC EO HExT siAKE ,r aA 0E5 wO FAALE uAIL � a 9ON nL NDJESL SECTION A -A 1. OROP BEET SEDNENI BARKERS ARE TO BE USED FOR SMALL NEARLY LEW. W-ACE AREAS 2 USE 2Y4 w EOAVALENT METAL STAKES. (JION. LENCM) INSTALL 2x4 TER W000 TRAME TO INSURE STABUTY • TIE TER OF TIE FRAME (PONDINC IEIOHr) N T BE RELL BELOW TBE CROWD ELEVATION DO BPE TO PREKNT RONOFF TROII BY ASSNO TIE WET. • TELFwARY DINE MAY K NECESSARY ON TIE DOINSLOPE SIDE OF THE sTBUCTUTE BACK D< BASH WET GRAVEL ILLED SANDBAG$ A PLAN VIEW MOTELS 1. RACE DWB TYPE SEDIMENT BAAI✓EBS W GENTLY SLOPNC STREET SECIENTS. MEPE WATER CAN POND AND ALLOW SmWpET TO SEPARATE FRW RlMOiT. 2 SANDBAAEEEVDWX rziIILE' FABKcARE fLLEO NMwAAWL LVRD �PPAM. TIIBBTEI J, TEAK A ONE SANDBAG GAP N TBE TOP ROw TO PRO A SPLLMY FGR OKRF m • NSPECT BANeERS AND RE— SEDNIENT AFTER EACH STORLI EKNT SEDIIENT AND GR.WL WST BE REWKO TRW TIIE TRAWLED MY IWEO.ATELY. CURB AND GUTTER SEDIMENT BARRIER SOD TO BE PLACED 2' BEYOND iGR CP SwALE SLOPE x' 1 vARES VARES� F�A�ARES TYPICAL SWALE SECTION SEED.ENTT SRn eARE GROIIIDRWi L! F e• I TEMPORARY SEDIMENT SUMP LAZE "HALE 2'14 —B TRNEE BRw WET M wArz Mu =1L C t= MER /T ACOA r aE NERs PERSPECTIVE VIEWS STAKE FAENE /T Nii i J� ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A THIS IETBOD OF INLET PROTECTION IS APPLECAnE WHERE THE NEST ORA- 6 A BELNE ATLY M AREA (SLOPE NO GREATER MAN SR) 'AIIwE THE DIE WTHODS.EET OR 5 LM�APPLY TO(WE METSSMEtLVNO Gf.i TARA RTED ONS _ AS N STP((T 0" IWON.AT -- SECTION wmr IWIo lr. o':AaO61w'IIrv»—arr .m. m.1/.rW IWN .i MI• Inr olo.m on wR.u1 A LOON AOOL BLOCK AND AGGREGATE INLET SEDIMENT DEVISE B,I O N S L g < a Inp GBH W m � TLTTLTTITBTL� x 2 � n W Ery<< n O + )O A M FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO -C2-SIGNATURE SHEET Un � p W o In 011 o N < N > aN n u{ Y 0 Z Z q S W m O pp 0 0 = = U U w W oY W BE0 U p<wJ ual � V) a Q' LL W EL Lu 0 W i Cr m J d O_ D J U °� Y U) O SHEET NUMBER C-13 • • STORM WATER POLLUTION PREVENTION PLAN SITE DESCRIPTION: I STABILIZATION PRACTICES: ITEMS REQUIRING POLLUTION PREVENTION: EROSION AND SEDIMENT CONTROLS: PROJECT NAME AND LOCATION CULVER'S OKEECHOBEE 2-15-37-35-OA00-00010-0000, 3-15-37-35-0210-00010-D010 LOT 2 OF PARK STREET COMMERCE CENTER, AS PROPOSED IN PLAT APPLICATION 23-003-TRC -SEE COVER SHEET FOR LOCATION MAP DEVELOPER NAME AND ADDRESS: S&L PROPERTIES OKEECHOBEE, LLC 2651 KIRKING COURT PORTAGE, WISCONSIN 53901 PROJECT DESCRIPTION: THE PROJECT WILL CONSIST OF PARTIAL SITE DEMOLITION, BUILDING CONSTRUCTION AND ASSOCIATED PAVING, GRADING, DRAINAGE AND UTILITY CONNECTIONS. CONTRIBUTING DRAINAGE AREA: 2.16 ACRES ULTIMATE RECEIVING WATERS: MASTER DEVELOPMENT POND ACTIVITIES THAT REQUIRE EROSION CONTROL, SITE CLEARING AND GRUBBING; PROVIDING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; SITE GRADING; INSTALLATION OF STORM WATER, SANITARY SEWER, AND WATER INFRASTRUCTURE; CURB AND GUTTER, ROADWAYS, AND SIDEWALKS; LANDSCAPING. -SEE PLANS FOR THE LOCATION OF TEMPORARY SEDIMENT BARRIERS AND OTHER EROSION CONTROL METHODS. THE ORDER OF SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS 1. PROVIDE STABIUZED CONSTRUCTION ENTRANCE 2. INSTALL SILT FENCES AND OTHER EROSION CONTROL MEASURES 3. CLEAR AND GRUB FOR SEDIMENT BASIN/STORMWATER POND/ EARTH DIKE 4. CONSTRUCT STORMWATER PONDS, EARTH DIKE, AND SEDIMENT BASINS 5. FINISH CLEARING AND GRUBBING OF SITE 6. REMOVE AND STORE TOPSOIL 7. PROVIDE INITIAL GRADING AS REQUIRED S. STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE 9. INSTALL UTILITIES, STORM SEWER, CURB AND GUTTER 10. INSTALL BASE TO ROAD AND PARKING AREA 11. FINISH GRADING ENTIRE SITE 12. PROVIDE REQUIRED LANDSCAPING 13. CONSTRUCT PAVING 14. REMOVE ACCUMULATED SEDIMENT 15. REMOVE ANY ITEMS THAT ARE NOT REQUIRED THE SEQUENCE OF CONSTRUCTION SHOWN ABOVE IS A GENERAL OVERVIEW AND IS INTENDED TO CONVEY THE GENERAL CONCEPTS OF THE EROSION CONTROL DESIGN AND SHOULD NOT BE RELIED UPON FOR CONSTRUCTION PURPOSES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETAILED PHASING AND CONSTRUCTION SEQUENCING NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS INCLUDED IN THESE PLANS. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING, IMMEDIATELY, PRIOR TO AND/OR DURING CONSTRUCTION IF ANY ADDITIONAL INFORMATION ON THE CONSTRUCTION SEQUENCE IS NECESSARY. CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLYING WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND ALL OTHER APPLICABLE LAWS. • FURTHERMORE; ENGINEER HAS NO CONTROL OVER OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS AND METHODS OF THIS PROJECT. ANY TURBIDITY OR SEDIMENT RELEASES FROM THE PROJECT ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. • THIS DOCUMENT AN ITS CONTENTS ARE PROVIDED FOR GENERAL SWPPP GUIDANCE AND FOR CONTRACTOR CONVINCE. • CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE SWPPP AT TIMES. • CONTRACTOR SHALL BE PREPARED TO USE ANY NECESSARY METHODS FOR TURBIDITY CONTROL FROM THE SITE, INCLUDING POTENTIAL USE OF CHEMICAL DOSING/ADDITIVES (I.E. POLYACRYLAMIDE) TO ACHIEVE THE ACCEPTABLE EFFLUENT CRITERIA LEAVING THE SITE. TEMPORARY STABILIZATION - TOPSOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASE FOR AT LEAST 21 DAYS, SHALL BE STABILIZED MATH TEMPORARY SEED AND MULCH WITHIN 14 DAYS OF THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY SEED REQUIRED CAN BE FOUND IN TABLE 1.65 A OF THE FLORIDA DEVELOPMENT MANUAL PRIOR TO SEEDING, WHERE SOILS ARE ACIDIC 2 TONS OF PULVERIZED AGRICULTURAL LIMESTONE SHOULD BE ADDED PER ACRE AND 450 POUNDS OF 10-20-20 FERTILIZER SHALL BE APPLIED TO EACH ACRE. AFTER SEEDING, EACH AREA SHALL BE IMMEDIATELY MULCHED WITH STRAW OR EQUIVALENT EQUAL. AREAS OF THE SITE WHICH ARE TO BE PAVED SHALL BE TEMPORARILY STABILIZED BY APPLYING GEOTEXTILE AND STONE SUB -BASE UNTIL BITUMINOUS PAVEMENT CAN BE APPLIED. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASES SHALL BE STABILIZED WITH PERMANENT SEED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. THE APPROPRIATE PERMANENT SEED MIX CAN BE FOUND IN TABLES 1.66A, 1.66E AND 1.66C OF THE FLORIDA DEVELOPMENT MANUAL PRIOR TO SEEDING, 2 TONS/ACRE OF FINELY GROUND AGRICULTURAL LIMESTONE AND THE PROPER FERTILIZER BASED ON THE TYPE OF SEEDING SHALL BE APPLIED TO EACH ACRE TO PROVIDE PLANT NUTRIENTS. AFTER SEEDING, EACH AREA SHALL BE MULCHED IMMEDIATELY. STRUCTURAL PRACTICES: EARTH DIKE - IF REQUIRED, AN EARTH DIKE SHALL BE CONSTRUCTED ALONG THE SITE PERIMETER. A PORTION OF THE DIKE SHALL DIVERT RUN-ON AROUND THE CONSTRUCTION SITE. THE REMAINING PORTION OF THE DIKE SHALL COLLECT RUNOFF FROM THE DISTURBED AREA AND DIRECT THE RUNOFF TO THE SEDIMENT BASIN. SEDIMENT BASIN - A SEDIMENT BASIN SHALL BE CONSTRUCTED IN THE COMMON DRAINAGE AREA FOR THE SITE. THIS STORAGE POND SHALL HAVE A VOLUME OF 3,600 CUBIC FEET OF STORAGE FOR EACH ACRE. ALL SEDIMENT COLLECTED IN THE BASIN MUST BE REMOVED FROM THE BASIN UPON COMPLETION OF CONSTRUCTION. SEDIMENT FROM THE BASIN MAY BE USED AS FILL ON THE SITE IF IT IS SUITABLE SOIL WASTE DISPOSAL - WASTE MATERIALS - ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A METAL DUMPSTER WITH A SECURE LID IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN THE DUMPSTER. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITIES TO HAVE THE DUMPSTER EMPTIED AT LEAST TWICE A WEEK AND THE WASTE TAKEN TO AN APPROPRIATE LANDFILL. NO CONSTRUCTION WASTE MATERIALS SHALL BE BURIED ON SITE. THE SUPERINTENDENT SHALL ORGANIZE TRAINING FOR THE EMPLOYEES IN THE PROPER PRACTICES WHEN DEAUNG WITH WASTE MATERIALS. THE SUPERINTENDENT SHALL BE RESPONSIBLE FOR POSTING AND ENFORCING WASTE MATERIAL PROCEDURES. HAZARDOUS WASTE - HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS OR AS DIRECTED BY THE MANUFACTURER. THE SUPERINTENDENT SHALL ORGANIZE THE PROPER TRAINING FOR EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH HAZARDOUS WASTE MATERIALS. THESE PROCEDURES SHALL BE POSTED ON THE SITE. THE PERSON WHO MANAGES THE SITE SHALL BE RESPONSIBLE FOR ENFORCING THE PROCEDURES. SANITARY WASTE - SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITY FOR COLLECTION OF THE SANITARY WASTE AT LEAST THREE TIMES A WEEK TO PREVENT SPILLAGE ONTO THE SITE. OFFSITE TRACKING: A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO REDUCE SEDIMENT TRACKING OFFSITE. THE MAJOR ROAD CONNECTED TO THE PROJECT SHALL BE CLEANED ONCE A DAY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK RESULTING FROM CONSTRUCTION TRAFFIC. ALL TRUCKS HAULING MATERIALS OFFSITE SHALL BE COVERED WITH A TARPAULIN. TIMING OF CONTROL MEASUR THE INSTALLATION OF SILT FENCE (AND OTHER EROSION CONTROL MEASURES), A STABILIZED ENTRANCE AND SEDIMENT BASIN SHALL OCCUR PRIOR TO CLEARING AND GRUBBING ACTIVITY. AFTER CONSTRUCTION IS COMPLETE, THE ACCUMULATED SEDIMENT SHALL BE REMOVED AND THE AREAS SHALL BE REGRADED AND PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. THE FOLLOWING ITEMS ARE EXPECTED TO BE PRESENT ON THE PROJECT SITE: ASPHALT, CONCRETE, CLEANING SUPPLIES, DETERGENTS, FERTILIZERS, MASONARY BLOCKS/BRICKS, METAL PIECES, PAINT, PETROLEUM BASED PRODUCTS, ROOFING SUPPLIES, TAR, WOOD. THE FOLLOWING ARE NON -STORM WATER SOURCES THAT WALL BE ENCOUNTERED AT THE SITE AND SHOULD BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE: -UNCONTAMINATED GROUNDWATER EXPOSED DURING EXCAVATION -WATER FROM WATER LINE FLUSHING -PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. -SUPERINTENDENT SHALL INSPECT PROJECT AREA DAILY FOR PROPER STORAGE, USE, AND DISPOSAL OF CONSTRUCTION MATERIALS. -STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETION. -ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER. -ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED AND IN THE PROPER CONTAINER AND IF POSSIBLE, STORED UNDER A ROOF OR PROTECTIVE COVER. -PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER. -ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. -MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL CONTAINERS CANNOT BE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED. -PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE WITH MANUFACTURER AND LOCAL/STATE REGULATIONS. PRODUCT SPECIFIC PRACTICES: -PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND CLEARLY LABELED, VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE PERIODICALLY INSPECTED FOR LEAKS. PRECAUTIONS SHALL BE TAKEN TO AVOID LEAKAGE OF PETROLEUM PRODUCTS ON SITE. -THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL IN ORDER TO LIMIT EXPOSURE TO STORM WATER. FERTILIZERS SHALL BE STORED IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. -PAINT CONTAINERS SHALL BE SEALED AND STORED WHEN NOT IN USE. EXCESS PAINT MUST BE DISPOSED OF IN AN APPROVED MANNER. -CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. SPILL CONTROL PRACTICES: IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: -SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES. -THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON -SITE NEAR THE MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, SAND, SAWDUST, LIQUID ABSORBER, GOGGLES, AND TRASH CONTAINERS. -ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE. -WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY. -TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF THE SIZE OF THE SPILL -AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING. THE CAUSE OF THE SPILL, MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE RECORDED. -THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR AND IS RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS. THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL BE RESPONSIBLE FOR EDUCATING THE EMPLOYEES ABOUT SPILL PREVENTION AND CLEANUP PROCEDURES. BEST MANAGEMENT PRACTICES SHALL BE USED FOR THIS PROJECT TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN-OFF. THE LOCATION AND DETAILS OF EROSION CONTROL METHODS ARE SHOWN ON THE PLANS. THE SUB-CONTRACTOR(S)IS/ARE RESPONSIBLE FOR PLACING AND MAINTAINING THESE CONTROL METHODS AS SHOWN ON THE PLANS OR AS REQUIRED. HE/SHE SHALL ALSO PROVIDE THE REQUIRED EROSION PROTECTION AS REQUIRED BY LOCAL, STATE AND FEDERAL LAW. OFFSITE SHALL BE COVERED WITH A TARPAULIN. STORM WATER COLLECTION SHALL BE PROVIDED BY CURB AND GUTTER AND DRAINAGE INLETS FOR THE DEVELOPED AREAS. THE AREAS THAT ARE REGRADED BUT NOT DEVELOPED SHALL BE STABILIZED IMMEDIATELY AFTER REGRADING. THE ENTIRE SITE SHALL DRAIN TO A SWMF. THE SWMF SHALL BE IN THE AREA OF THE TEMPORARY SEDIMENT BASINS. WHEN SLOPES HAVE BEEN STABIUZED, THE SEDIMENT THAT HAS ACCUMULATED SHALL BE REMOVED FROM THE BASIN AND THE APPROPRIATE VEGETATION SHALL BE PLANTED. MAINTENANCE AND INSPECTION PRACTICES THE FOLLOWING ARE MAINTENANCE AND INSPECTION PRACTICES THAT SHALL BE COMPLETED BY THE CONTRACTOR: -ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SUPERINTENDENT OR SOMEONE UNDER HIS/HER DIRECT SUPERVISION. -ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE KEPT IN GOOD CONDITION. REPAIRS MUST BE MADE WITHIN 24 HOURS OF REPORT. -THE SILT FENCE SHALL BE CLEARED OF SEDIMENT WHEN SEDIMENT MEASURES ONE-THIRD THE HEIGHT OF THE FENCE. -THE SILT FENCE SHALL BE INSPECTED PERIODICALLY FOR HEIGHT OF SEDIMENT AND CONDITION OF FENCE. -THE SEDIMENT BASINS/DITCHES SHALL BE CHECKED MONTHLY FOR DEPTH OF SEDIMENT. THEY SHALL BE CLEANED WHEN SEDIMENT REACHES 10% OF TOTAL CAPACITY AND AFTER CONSTRUCTION IS COMPLETE. -THE DIVERSION DIKE SHALL BE INSPECTED MONTHLY. ANY BREACHES SHALL BE PROMPTLY REPAIRED. -ALL SEEDING SHALL BE CHECKED FOR PROPER GROWTH AND UNIFORMITY. UNSTABAUZED AREAS SHALL BE RE -SODDED. -A MAINTENANCE REPORT SHALL BE COMPLETED DAILY AFTER EACH INSPECTION OF THE SEDIMENT AND EROSION CONTROL METHODS. THE REPORTS SHALL BE FILED IN AN ORGANIZED MANNER AND RETAINED ON -SITE DURING CONSTRUCTION. AFTER CONSTRUCTION IS COMPLETED, THE REPORTS SHALL BE SAVED FOR AT LEAST THREE YEARS. THE REPORTS SHALL BE AVAILABLE FOR ANY AGENCY THAT HAS JURISDICTION OVER EROSION CONTROL. -THE SUPERINTENDENT SHALL ORGANIZE THE TRAINING FOR INSPECTION PROCEDURES AND PROPER EROSION CONTROL METHODS FOR EMPLOYEES THAT COMPLETE INSPECTIONS AND REPORTS. I CERTIFY UNDER PENALTY OF LAW THAT UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. SIGNATURE/DATE COMPANY NAME/ADDRESS RESPONSIBILITY L o g iry O aR. z ��agN 3. z�wo� T ffs��'u 5 z wm�zgi xzuaW as 00 i FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02-SIGNATURE SHEET u O R 0o o � a N o a m � o Y 0 Z U II 6L Q LIJ Z Q O Z F- J W O a w W c/ CL W LU o uJ m o m 0 ` 0 = = U U w Y W o0 U O 0. J a � W \w 0 w / m J o D J w U °6 y U) 0 SHEET NUMBER C-14 PROPOSED POND PLANT SCHEDULE OOO��r w •xnn Win" y,�.g�, Yi; r"LOOOYO�t�.�}+. ® Or ttltl/�r,f'tI O tI/�' �g O � E 1 1 9 3 `s E � z 5 2 LANswe eLcpErt 1 1 • OF � u } e 1 d f OUTPARL._.,. 1 a R i a 6 1 E S o p 1 E S r� i } 1 cF i E O i I • 0' V m' V .2:Qitri3Y8'i�31�St. 000'�/Y0_000 v v •%G%4i :;?i� EL uF EL Vo TD OC EL ss 10 Ti o H MULCH LINE 1 (TYP.) 1 0''j,1++ ��Ijy�`�jy�`rOA00f11Q�p�q��,��pgrp+�• TO'OO'OY.I� - �OOY000 �%'$�'��% I e wlwnn_FI111 'Ad HIGHWAY 701 NE PARK STREET OUTPARCEL OUTPARCEL OUTPARCEL TREES CODE OTY BOTANGL NAM: COMMON NAME CON' -14L LIE - CE Il CRA 11—FIAVA SWMER FLAW C— TMN Ia HTMN OOC 13 OUERCUS VI-INIANA'SDu, UTIIE0U LIVE OAx CON' TCAL 1e-12'W. /'V s5 31 SAeALPALMETTO CABBAGE PALMETTO BSB 19. 17. 1f CT STAGGER HEIGHTS /�V. OF 1 ULMUS AME--R--- FL--c- GOM --- 10'-12'M. SHRUBS CODE OTY BOTANCAL NAME COAWON NAME COM SIZE 3PACM OVO 173 VIBURNUM 080VA]UM WALTER5 AWRI— CON' 2f%24' 4O.G SHRUB AREAS CODE OTY BOTANICAL NAME COMMON NAME cow SIZE MC ieA MUiLENBERGIA U%LlAR15 %Nx MUMLY GRASS COM. 2lx2f N-o.c. .'.❑'.'. TD 2- TPoPSACl1M FLO --- FLORIMGAMAGRRSS COM. iP%if b-oc. GROLNDCOVERs CODE 2TY BOTANCAL-W COMMONNAME CONT Ste€ SPACING SPACING EL 1.11 ERNODEAUnORALIs GOLDEN CREEPER COM. 12-x1T 2l O.C. NOTE'. ALL DISTURBED AREAS TO BE PLANTED WITH PASPALUM NOTATUM'ARGENTINE Landscape Requirements Required provided Sec 90-S32. 1 tree/3,000 SF of Lot Area 31 62 93,872 SF of Lot Area / 3,01D0 SF = 31 Trees 3 shrubs/3,DD0 SF of Lot Area 93 173 93,872 SF of Lot Area / 3,000 SF = (46 x 3) = 93 Shrubs Sec. 90-533.(1)-WA 18 SF of landscape area/parking space 1,386 SF 5,056 SF 77 parking spaces x 18 SF of landscape area = 1,386 SIF Sec 9D-533. (2) - VUA 1 tree/72 SF of required landscape area 19 20 1,386 SF required landscape area / 72 SF = 19 Trees Sec 90-534. (2) - Highway 70 Buffer 1 tree/300 SF of required landscape buffer g g (245' x 20' = 2,450) SF of required landscape buffer /300 SF=7Trees 3 shrubs/300 SF of required landscape buffer 2,450 SF of required landscape buffer / 3D0 SF = (8 x 3) 24 Shrubs 24 24+ Sec. 9D-534. - NE 13th Avenue Landscape Buffer 1 tree/300 SF of required landscape buffer 13 13 1375' x 10' = 3,750) SF of required landscape buffer / 300 SF = 13 Trees 3 shrubs/300 SF of required landscape buffer 3,750 SF of required landscape buffer / 3D0 SF = (13 x 3) 39 Shrubs 39 39+ Sec 9D-534. - North Landscape Buffer 1 tree/300 SF of required landscape buffer 2 5 (245' x 2' = 490) SF of required landscape buffer / 300 SF=2Trees 3 shrubs/300 SF of required landscape buffer 490 SF of required landscape buffer / 300 SF = (2 x 3) 6 Shrubs 6 6+ Sec 90-534. - West Landscape Buffer 1 tree/300 SF of required landscape buffer 3 15 (375' x 2' = 750) SF of required landscape buffer / 3DO SF = 3 Trees 3 shrubs/300 SF of required landscape buffer 750 SF of required landscape buffer / 300 SF = (3 x 3) 9 Shrubs 9 9+ LEGEND -- PROPERTY BOUNDARY — — — — EASEMENT — — — — — LANDSCAPE SETBACK BUILDING SETBACK BOT BOTTOM OF POND BANK — Toe — Toe — TOP OF POND BANK — X X — WALLIFENCE UNE W4A WATER MAIN VVS WATER SERVICE SS SANITARY SEWER PROPOSED FIRE HYDRANT NATIVE PLANT CALCULATIONS (PER SEC. 90.540) 'Native tree percentages have been calculated by quantity. NATIVE TREES CITY Florida Elm 7 Summer Haw 22 Cathedral Live Oak 12 Cabbage Palm 21 TOTAL NUMBER OF NATIVE TREES 62 NON-NATIVE TREES QTY N/A 0 TOTAL NUMBER OF NON-NATIVE TREES 0 PERCENTAGE OF TOTAL NATIVE TREES 300% PERCENTAGE OF TOTAL NON-NATIVE TREES 0% NATIVE SHRUBS & GROUNDCOVER CALCULATIONS (PER SEC. 90.540) 'Native shrub and groundcover percentages have been calculated by total area. NATIVE SHRUBS SF Wager's Viburnum 3,670 Pink Muhly Grass 4,360 Florida Garragrass 2,540 TOTAL SF OF NATIVE SHRUBS 10,570 NON-NATIVE SHRUBS SF N/A 0 TOTAL SF OF NON-NATIVE SHRUBS 0 PERCENTAGE OF TOTAL NATIVE SHRUBS 100% PERCENTAGE OF TOTAL NON-NATIVE SHRUBS 0% NATIVE GROUNDCOVER SF Golden Creeper 5,449 TOTAL SF OF NATIVE GROUNDCOVER 5,449 NON-NATIVE GROUNDCOVER SF N/A 0 TOTAL SF OF NON-NATIVE GROUNDCOVER 0 PERCENTAGE OF TOTAL NATIVE GROUNDCOVER 100% PERCENTAGE OF TOTAL NON-NATIVE GROUNDCOVER 0% Note: All plants chosen from the South Florida WMD Xeriscape Plant Guide NORTH CALL 2 WORKING DAYS BEFORE YOU DIG 1 ITS THE LAW X .non below. GRAPHIC SCALE IN FEET DIAL 811 Call before you aq. 0 10 20 40 SUNSRNEST.t OIECAu U+c.WDA. i'. FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02-SIGNATURE SHEET OON S Y 41 i �N QN N T m c YO CZ n w J W cco m Q O = = U U w LL1 Y 0 LU Cf)a LL( LLU p W / J O 2 J v U Ca W W co m O SHEET NUMBER LP-100 • • Y 2 SET BOX 7 ABOVE GRADE AT SHRUBS SET BOX 7 ABOVE GRADE AT SHRUBS SET BOX FLUSH TO GRADE AT TURF SET BOX FLUSH TO GRADE AT TURF RECTANGUN2IRRIGATION BOX MEP. RECTANGULAR BOX 01015 WITH6'EXTENSIONS AS REQUIRED W1THWEXTENSIONSAS REQUIRED FLOWSED AS SPECIFIED WATERPROOF RECONNECTORS WATER PROOF HARE CONNECTORS ON 30' LOOPED WIRES. ON 18' LOOPED WIRES. FINISHED GRADE. O p J j O PVC CONDUIT FOR - m m PVC CONDUIT FOR i 0 = CONTROLLER WIRES. i i CONTROLLER ;RES. —I rr PVC MAINLINE 1/I WIRE 6X2%11 CONC. BLOCK CAPS. CLOTH SXT SCHEDULE SO NIPPLES {' WIRE CLOTH GOPHER ONE EACH SIDE (2 TOTAL) GOPHER VALVE INLET SIZE SCREEN. WRAP UP SIDES 5 DIAMETERS SCREEN, 6CGONG. BLOCK OAFS, 10 DIAMETERS PIPE LENGTH PIPE LENGTH. WRM UP ONE 3' MINIMUM DEPTH OF E4CH SIDE 12 TOTAL)(• SIDES. WASHED GRAVEL 1 • IRRIGATION CONTROLLER. MOUNTED PER CONTROLLER SPECIFICATIONS. 2 • SOILCLIK MODULE AND PROVIDED CABLE 3 • PLASTIC CONTROLLER DOOR 4 • CONTROLLER HIRE CONDUTTO PUNTER, SIZE AS REQUIRED. $ • 12D VAC CABLE M PLUG FOR CONNECTION TO GROUNDED 120 VAC POWER RECEPTACLE. 6 • SOIL-CUK WRE CONDUIT. 3/411111" SIZE 7 • 314119MNM TEE FOR SOLCLIK SENSOR CABLE 6 • TWO (2) WARE TO PROBE. g • SURFACE TO MOUNT CONTROLLER PER PLAN T PLASTIC VALVE BOX ONTROLLER WIRE WITH 301NCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND OWATERPROOF CONNECTORS. 2 PVC TRUE UNION CONTROL VALVE AS SPECIFIED. D O O VALVE. O FILTER AS SPECIFIED. 7 ABOVE GRADE AT SHRUBS. PRESSURE REGULATOR AS SET BOX FLUSH SPECIFIED. 6 AT TURF 2 PVC UNION W/ SHORT NIPPLES. n r n NOTES. A. COMPLETE INSTALLATION IN ACCORDANCE WR MANUFACTURERS SPECIFICATIONS. REFER TO PRODUCT INSTALLATION GUIDE PRIOR TO INSTALLATION. B. ONSHOULD ACCEPT 120 VOLTS AC OR 230 VOLTS AC. HARD WIRE OR PLUG INTO A GROUNDED POWER SOURCE. C. MODEL NUMBER AND SPECIFICATIONS PER PLAN, D. MOUNTEDCONTROLLER LCD SCREEN AT EYE LEVEL WHEN FEASIBLE. ScH. 60 RISER T- 45' DOWN AS REO, TO LATERAL PIPE DEPTH. 3' MINIMUM DEPTH OUTLET PIPE SAME SIZE SAT TEE W/ 7 NIPPLE OF �WASHED AS VALVE. 24'MIN. LENGTH AT MAJNUNE- GRAVEL TO FIRST FITTING. )5-WIRECLOTHGOPHER TWO 6X2X16 CONCRETE BLOCK CAPS. ONE SCREEN, WRAP UP SIDES. ON EACH SIDE OF THE BOX 0l\'1 MASTER CONTROL VALVE %n1 FLOW SENSOR ASSEMBLY �� SOIL SENSOR � REMOTE CONTROL VALVE (DRIP) G E J �J 111 LaR-VAL. NTS LJRSE.1 NTS L-IR{OU-18 �YJ NTS 881 O1 REMOTE CONTROL VALVE AS SPECIFIED. FINISHED GRADE 24- IN 8 2 O2 RECTANGULAR VALVE BOX. PAVEMENT fi O PLASTIC I.D. TAG AT EACH VALVE. 7 PVC ELECTRICAL CONDUIT FOR PEDESTAL MOUNTED CONTROLLER REMOTE CONTROL (SEE IRRIGATION LEGEND FOR MAKE AND \ A ' • Y• ! 1 i O4 WATER PROOF WORE CONNECTORS ON 3P LOOPED WIRES UP TO 24 STATIONS MODEL INSTALL CONTROLLER PER THE \ 1' PVC ELECTRICAL CONDUIT FOR MANUFACTURER'S SPECIFICATIONS) w ' 8 $ WIRES. INPUT POWER ' uplipliplIpIl HIM, 3 PER LOCAL AND NATIONAL O5 7 MINIMUM, 4' MAXIMUM BELOW § 6 TOP OF BOX. Y1' qA X4- LONG CADIUM PLATED'!' ANCHOR OPTIONAL 7 ELECTRICAL CONDUIT FOR AN ADDITIONAL 24 i 4 r - 8 4 © 7 ABOVE FINISH GRADE AT BOLTS AT 4 LOCATIONS e STATIONS 1' PVC i iLePRESSURIZED SHRUBS. CONCRETE FOOTING. (INSTALL F I FOR FINISH GRADE AT LAWN. PER M ECIFI CTURE'SIONS) SPECIFICATIONS) CONDUIT GROUNDING GROUNDING ROD WIRE z G z3/4'ABOVE 1' P/C ELEC7RICAL CONDORL �, 8 OUTLET PIPE SAME SIZE AS VALVE, 24-MINIMUM FOR SENSOR HIRESL2 .NON -PRESSURIZED LANE (LATERAL UNE) TO FIRST FITTING. FINISHEOGRADEp45DEGREE DOWN AS REQUIRED TO LATERAL PIPEEDEPTH. O INCREASE LATERAL UNE SIZE AS PER IRRIGATION FRONT ELEVATION SIDE ELEVATION CTABLE LOCATOR TAPE DIRECT BURIAL LOW VOLTAGEPLAN CONTROLWIRES TUq CONCRETE BLOCK CAPS. ONE EACHNOTES UNE (MAINLINE) L O O SIDE OF THE BOX OFSX2Xl6THE 1. COMMON AND CONTROLLER VICE TO BE BUNDLED USING ELECTRICAL TAPE CENTER. T E COON Z. GROUNDING RODS SHALL BE LOCATED BETWEEN 8'4' AND 17-0" AWAY FROM THE CONTROLLER. GROUNDING NOTES 6 1© SCHEDULE 80 RISER. RODS SHALL BE W IN DIAMETER X B IN LENGTR CONNECT THE GROUNDING ROD TO THE CONTROLLER USING 6 1. SEE IRRIGATION LEGEND FOR MANLINE AND LATERAL UNE PIPE SIZE AND TYPE. ' O GAUGE BARE COPPER WARE OR PER THE MANUFACTURER'S SPECIFICATIONS.SEE GROUNDING ROD DETAIL 2 SLEEVING IS REQURED AS SHOWN ON PLAN. 1 Cj 14 3. ET STATION TO BE INSTALLED NO FURTHER THAN 90' AWAY FROM THE CONTROLLER AND A MINIMUM OF 15 OFF OF THE GROUND, OUT FROM UNDER ANY OVERHEAD OBSTRUCTIONS SUCH AS, BUT NOT UNITED TO BUILDING 3. DETECTABLE LOCATOR TAPE SHALL BE LOCATED SIX INCHES IV)ABOVE THE ENTIRE MAINLINE RUN, 11 13 MAIN UNE AS OCCURS. OVERHANGS. TREES OR UTILITIES. 12 73 14 Orr CARE CLOTH GOPHER SCREEN, WRAP UP SIDES. PEDESTAL MOUNTED CONTROLLER IRRIGATION TRENCHING F i 1© 6'THICK LAVER OF PEA GRAVEL BASE. c V ,-_ L4R-EQUL11 7 NTS L-IR-EOLL10 REMOTE CONTROL VALVE (SPRINKLERS/BUBBLERS) b NTS E L-IR-V/LL-06 a BASE ROCK GLEAN BACKFILL, 96% REIATNE COMPACTION UNDER PAVING OR PER CIVIL ENGINEER'S PLANS CONTROL MARES. SLEEVE UNDER PAVING. INSTALL ADJACENT TO PRESSURIZED MAINUNE. BUNDLE SHALL BE NO MORE THAN SOIL OF PPE DIAMETER MANUNE. SLEEVE UNDER PAVING TO BE TWO TIMES THE DIAMETER OF THE 0 PRESSURIZED MAINLINE PIPE e NON-P NESSURQEDUNE.BLEEUNDER PAVING BE TIMES THE DWMETER LA OF THE LITERALL LINE NOTES 1. SEE IRRIGATION LEGEND FOR MAINLINE SIZE AND TYPE. 2 HALL BE SCH, 200 PVC PIPEALL SLEEVES S_ 3. ALL SLEEVES SHALL EXTEND 17 BEYOND THE EDGE OF PAVEMENT. 4. END OF SLEEVES SHALL BE LOCATED WITH A WOODEN STAKE OR PVC PIPE LOCATORS SHALL RUN CONTINUOUSLY FROM THE END OF THE SLEEVE TO FINISHED GRADE. ��TYPICAL IRRIGATION SLEEVING v a DRIPLINE AIR RELIEF VALVE NTS O TURF GRASS O SUBTERRANEAN EMITTER BOX O FINISHED GRADE 4O 10 AIR REUEF VALVE TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE O U7 X 3/4' PVC REDUCER BUSHING © BARB X FEMALE THREAD CONNECTOR O 1/7 BLANK DRIPUNE TUBING O BARB X MALE THREAD CONNECTOR O9 PVC TEE CONNECTED TO PVC HEADER PIPE 10 3• MINIMUM DEPTH OF 3/4' WASHED GRAVEL 11 BRICK IT OF 2) WHEN DRIPUNE REQUIRES MULTIPLE SUPPLY POINTS EACH POINT SHALL BE CONNECTED UTILIZING RAINBIRD FITTINGS DRIPUNE DRIPUNE TEE ALL DRIPUNE TUBING AND FITTING CONNECTIONS SHALL BE CLAMPED PER MANUFACTURERS SPECIFICATIONS FROM CONTROL VALVE TO NEXT DRIP SUPPLY POINT CONTRACTOR TO REFER TO IRRIGATION PLAN FOR WHERE APPLICABLE LOCATION OF CONTROL VALVES THAT UTIUZE MULTIPLE DRIPUNE SUPPLY CONNECTIONS. NOTE 1. DRIP TUBING TO BE ROUTED IN THE PLANT MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF 16 INCHES. 2. DRIP TUBING TO BE INSTALLED IN A GRID PATTERN. DRIP TUBING SHALL NOT BE INSTALLED IN A LONG CONTINUOUS RUN. 3. INSTALL WITH AIR REUEF VALVE. OPERATION INDICATOR AND FLUSH VALVE. INSTALL ALL UNDERGROUND EQUIPMENT IN 17' ROUND VALVE BOX (D HUNTER PCB BUBBLER O FINISH GRADE O3 SWING JOINT HUNTER 'PRO-FLEX'TUBING 24"-36', HSBE-050 ELBOWS (2). d MARLEX STREET ELBOW 0) O4 LATERAL TEE OR ELL OS LATERAL PIPE �n1 TYPICAL DRIP IRRIGATION I� HUNTER PCB BUBBLER V WR•VALS9 I L NTS I .IR-BUB-19 V1 O N 5 K FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02-SIGNATURE SHEET zs a a yVj M N 2 Y IQ/I On RUN N DI N Q Q Mo m aN tl� o m p O Y0 Z X o o U) J_ Q W 0 Z O Q LI..I LJ J LLJ W m m O O 1-- 0 U w W s Y LI••I ° O U O w J _ J ¢ x cl)a w IL U_J p W / 12� ED O J a S J w in O SHEET NUMBER IR-151 / -/ L 8 m� E � n � MIACHROPSq^ BA -FILL ROOTBA AND TRUNK O7 TRIMVROOTBALLT.SECE.EDAND TREE STAMIOND UZATN A PUA.BM1EVEL INMMNIID PIT. FE RTIUON UTISYSTEM 2 MULCM T GEAR FROM BASE OF TRIRAt FLARE. TMNIMUM MACH AS SPEGFIED."HERE TREES ARE RACED IN SOD, MULCH PoNIO PLAN FOR TREES SHALL RE S DIAMETER (MIN., OR tvev3 AS DIRECTED BY O V ERE REPRESENTATIVE. !HIGH BERM. FIRMLY COMPACTED. TERRA TOGGLE EARTH ANCHOR SYSTEM KNSTALLED PER MAN-FACTUERS RECOMMENDATIONS. © FINISNED GRACE. (SEE GRADING RAN) (DTOP OF RDOTBALL INN. 1- ABOVE FlNSNED GRADE. 8 NATIVE SOIL FOR TREE %-ANTHGS ULEM UNSUTABLE. 9 TOP OF ROOTSALL SMALL BE I- ABOVE FBASHED GRADE, ROOTBALLS GREATER THAN 2l DIAMETER SHALL RE PUGD ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 21 IN p TER MAY SIT ON COMPACTED EARTH. 10 Ui115TURBEDNUTIVE SOIL. 11 SCARIFY BOTTOM AND SIDES OF PUNNING FIT. NOTES A. Ff—TREESTAIQ DETAILSANDPLACEMENTTO BE APPLROVED BY OWNER. B. REMOVE BURLAP. HARE AND STRAPS oWrM D THAT COULD gRDUE TREE OR RESTRICT ROOT GROWOB OIN UPPER to d= ROOTBAIL. C. PRUNE ALL TREES IN ACCORDANCE VATH, ANSI SECTION "aOB �� TREE PLANTING I L-0L-TYP-01 NADTH VARIES - SEE MANS OCROWN ISLANDS O 5.1 SLOPES NOR AS SPECIFIED ON THE LANDSCAPE PLANS), 2 CLEAR ZONE 2 MN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN T CONTINUOUS MUCH OR TURF. SEE PLANS. O3 r MN VERTICAL CLEARANCE. TOP OF CUB TO TOP OF MULCH. NOTES. A. EXCAVATE ML FGLOVANG THE DETAIL AND SACKFlu-MATH APPROVED PUNTING W. B. FROTECT AND RETAIN Al CUBS AND BASE COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CUB SYSTEM MP). C. ALL ISLANDS SMALL UTIUZE POOR DRAINAGE DETAIL -EN PERCOLATION RATES ARE r PER HOUR OR LESS. i PLAN OA-OVERALLPALM IEJGHT(MEASURED TO TOP OF BUD)O CT CLEAR MUNI( (MEASURED To BO OM OF LEAF SHEATHS) GW DRAY WOOD (MEAAsuREDroTOP OFFWRDEHED u SECTION �1 PALM PLANTING � s6cnow PLAN O1 5 urERs aF BURLAP ro PROTECT TRUNK 2 FIVErXIX IV —BATTENS. 3 SECURE BATTENS WITH 2- vl CARBON STEEL BOOS ro HOLD BATTENS PUCE. ND NNIS SINLL BE DRIVENN HMO PAW. HDGHGOFBATTSHALL BE TOUTEDNRELATDN HEIGHT OF THE PALM FOR FOR ADEDE BRACING. O(3) TXIXS SUPPORTS. NAIL (piLL AN NAIL IF NECESSARY) TO BATTENS AND r I STAKES. STAIN DARK BROWN. 5 TSPECIFIED MULCH 6 BERM SOIL TO HOLD WATER 7 FINISH GRADE B 2X02! (ARM WO OD OOD STAKES (TYP.) NAIL TO SUPPORT POLES. O9 PREPARED RANTING SOIL AS SPECIFIED. (SEE AN OSCAPE NOTES). NOTES A. FINAL TREE STAKING DETALS AN) PLACEMENT TO BE APPROVED BY OW1ER. B. ALL TREE STAKING IS TO BE WITHIN MULCH RED AREA OUTSIDE TREE FIT. C. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL RANTING FITS PRIOR TO INSTALLATION. REFERTO NOR D RNNAGE COIDITION DETAIL MN. 1R MATURE BUILDING SHRUB WIDTH 21MN GEAR r MIN. CLEAR JIPECIFIED a MULCH NOTES I. CLEARZOCE 9fi MN. FROMBULpNGTOCEMEROFNEARESTSHRUB, INSTAUSPECIFIEDMUCll N.FROM.tAp-. SPECIFIEDMULCHTOBEINSTALLEDATA DEPTH OF ]- (MIN.1 �1 PLANTED PARKING LOT ISLANDS/MEDIANS %1 PLANTING ADJACENT TO BUILDING NTS L7L-TYP-0I J NTS L-PL-TYP-06 BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED.} } } REFER TO PLANT } t } SCHEDULE FOR SPACING. + } } + + MNNTAN 12* DEAD ZONE AT BED EDGE. PLAN OTOP OF SHRUB FOOTBALLS TO BE PLANED 1-- r HIGH WRH SOIL MOUNDING UP TO TIE TOP OF ROOTBALL OPRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MAM,HOGHT OTM UGH LAYER AS SPECIFIED. OEXCAVATE ENTIRE BED SPECFIED FOR GROUDCOVER BED. p5 FINISHED GRADE ISEE GRADINO RAM. O6 PREPARED PLANTING S01L AS SPECIFIED. (SEE LANDSCAPE NOTES) NOTE VAEN GROUND COVERS AD SHRUBS USED IN NAMES. ENTIRE SED TO BE AMENDED MATH RAMRNG SOIL W AS SPECIFIED. O7 SCARIFY OF PANTING RT SIDES AND BOTTOM. OM- HIGH BERM FIRMLY COMPACTED 9 UDISRXBED NATIVE SOIL 1 D PER TABLETS (AX T DEEP SECTION NOTES A. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL TAMING FITS PRIOR TO INSTALLATION. B. VAEN SHRUBS ARE PRIRED IN M ES. PRUE ALL BNRURS TO ACHIEVE UNIFORM LASS, H —. C. ALL SHRUBS AND GROLNDCOVERS SHALL BE RUAB VERTIWLY, UNLESS OOERV.15E DIRECTED BY OMNERS REPRESENTATIVE. EXISTING GRADE (DASHED) L ]XROOTSALL L T NROTN MINIMUM A NOTES A, CONTRACTOR SHALL ASSURE PERCOLATION O ALL PLANTING PITS PRIOR TO INSTALLATION. B. VAEN SHRUBS ARE PRUNED IN MASSES. FITIRE ALL SHRUBS TO ACHIEVE UNIFORM MASS, HEIGHT. C. ALL SHRUUSS AND GRO UNDCOVERS SMALL BE M UAB VERTICALLY, UNESS On RIMSE DIRECTED BY DIALERS REPRESENTATIVE_ OTOP of sHRuS RoOTBN15 To BE PUNTED 1--r HIGH "ITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL O2 PRUNE SHRUBS AS DIRECTED BY OV I lS REPRESENTATIVE. OTMNMUNOFMLLCH AS SPECIFIED "MERE SHRUBS ARE PLACED IN MASSES. MUCH SHALL BE SPREAD IN A CONTIM,DUs BED. 4O SOIL BERM TO HOD WATER TOP O PUNTING FIT SEW TO BE LEVEL ACROSS FIT. SLOPE DOWNHILL PORTION O BERM AS RED REDTOMEETEASTING GRADE. MULCH OVER EXPOSED TOPSOIL. p5 FINISHED GRADE (SEE GF-ING PUNT © PREPARED FUMING SOIL AS SPECIFIED. (SEE LANDSCAPE NIOTEs). OT SCARIFY SIDES AND BOTTOM OF PUNTING FIT. OFERT WZER TABUETs (MAX T DEEP), OUNDISTURBED NATIVE SOIL 7 SHRUB/ GROUNDCOVER PLANTING 8 SHRUB/ GROUNDCOVER PLANTING ON A SLOPE L-PL-TYP-OB L-PL-TYPOS WLCWTOPSgL BACKFlLL ROOTBALLAFID TRUNK TREE BTABIUZATIONAND FERTIUZATIONSYSTEM 1O TRLRAOAOOT BALLroBE CENTETEDAND MUMB&EVEL IN PUNTING FIT. 8 l DIA IAFAR GF MULCH AT TRDNK FLARE. 3 B.l NIGH BERM, FIRMLY COMPACTED. 4O T MNMUA OF HARDIHOOD BARK MULCH AS SPECIFIED. VMERE TREES ARE MA= IN SOO. MULCH RING FOR TREES SHALL BE B DIAMETER (MIN.) OR AS DIRECTED BY OWRERS REPRESENTATIVE. OTERRA TOGGLE EARTH ANCHOR SYSTEM INSTALLED PER MANUFACTURERS RECOMMENDATIONS. �� `/ © l OF TOPSOIL ro BRIO TO FINISHED 6 GRADE. (SEE GRADING RAH!) 12 (D TOP OF ROOMAU_ MN I-ABOVEFINISHED GRADE. 8 PREPAREDPLANTINGSOILAS SPECIFIED. B ROOTBALLSGREATERMV12l01AMEMR SMALL BE RACED ON MOUND OF UNDISTURBED SOIL TO PREVIiNT % L1MLLER nMN 2 NSETTUNG. ROOTDA �1 DIAMETER MAY SIT ON COMPACTED EARTH. UNDISTURBEDNA—ROIL 11 SCARIFY BOTTOM AHD SIDES OF FIANTIND 5 PIT. 1© CUT BACK SLOPE TO PROVIDE A FLAT 8 SURFACE FOR PLANTING. NOTES 9 A. FINALTREE STANNG DETNLS AND PLAME CENT TO 10 ROVED BE APPBr OVAER. r rm. REMOVE BLRIAP. YYRE AND STRAPS T D S%ROOTBALL THAT COULD ORDIE TREE OR RESTRIOT ROO(DOT y�TM LOL caownA aN TIPPER 1n aF ROOTBNL SECTION C. PRUNE ALL TREES IN ACCp2DANCE WITH ANSI �� TREE PLANTING ON A SLOPE J L-PL-TYP-02 MIN. IQ MATURE SHRUSwDTH O1 INSTALL COIUTIH10U5 MIAGi BED ADACENT TO PARNNG SPACES AS SHOWN. MULCH SHALL BE MN. T DEEP. ND POP-UP IRRIWnON HEADS SHALL BE LOCATED WITHIN 2l OF A PARIONG SPAG ON ANY SIDE. OCURB / PARIONG LOT EDGE. %1 PARKING SPACE/ CURB PLANTING V AIRS L-PL-TYP-07 ROOTBALL LIMITS OF P LANTING PIT NY O1 FINISH GRADE (SEE GRADING PUNS). OBACKFlLL VATH NATIVE — A; SPECIFIED, OFILTER LOTH. NIRAFI SIM OR BETTER. 4 SLOPE BOTTOM TO ORNN. 5 AUGURED HOLE B A1S PENETRATE TIYROUGH OCO.UDING LAYER TO WATER TABLE OR TO A DEPTH OFT TO ASSURE PROPER PERCOLATION O6 BACKFILL VAINNT?-vI GPAVELro WOURED DEPTH THROUGH OCCLUDING IYER TO ASSURE PROPER PERCOLATION. OMMRTABLE. (DEPTHVARES) 8 UNDISTURBED NATIVE SOL 9 SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO TINT TOP O ROOT BALL IS 1' ABOVE FINISHEDGRADE. g — 5 NOTES A. THIS DETAIL SHALL BE IMPLEAEMED—RE 6 PERCOAnON RATES ARE r PER HOUR OR ESS. COMPACTOR TO PERFORM PERCOLATION TEST 31 AS; AND NOTIFY OVREAAAlDSCAPE ARCNTECT, SECTION C. SEE TYPI MEE PLANTING DETAIL THIS SHEET FOR PLANT STANNG. 9 / POOR DRAINAGE CONDITION L-PL-TYP-0B FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02-SIGNATURE SHEET U) J H w 0 ` V Z Z J a. LLI w a O LU co w o m p LL p = = U U w W . Y LLI ° O w U pawl W a N w W O UU W / O J _ J U U UU U) O SHEET NUMBER LP-151 • in • • 5 16.1 MAINLINE AND VALVES SHOWN OUTSIDE OF BEDS FOR CLARIFICATION, ALL IRRIGATION EQUIPMENT TO BE 1e PLACED WITHIN LANDSCAPE BEDS IRRIGATION SCHEDULE SYMBOL M/.NUFACTURERMODELIDESLWPTgN 9TY PSI HLWTERPROS-0 15SERIES J TURF SPRAY. SIR FOP1 . WITH DRAW CHEGL VKVE. COJAOLDED WIPER SEAL WITH W RESISTANT MATERIAL. • � 0-• O TURF PRAY. SINA I . MP , WIITGRAM CHECU VAL E. CPMOLDED Its D VAPER sEK WTH w RESISTANT IMTERAL � SYMBOL MANUFACTUIiERA10pEU0ESCRIPTION 9TM O RUNT F=-101-25 5 DRIPCONTROL ZOAEUIT. IINAI GL09EVKVEWRHIIN.HYIOGFlLMR 6 SYSTEM. PRESSURE REGULATION: x5P51. FLOW RANGE. 2 GPM TO 20 GPM, 150MESHSTAINLESS STEELSCREEN, HUNTER ICL15t Jtl-tl 8 "CONTROLZONE FIT. I-1014.ICV Gt- B -W WTTH 11N. HY10o FILTER SYSTEM. PRESSURE REGULATION At I FLOW RANGE. m GPM 1 TONGRA. Im MESHSTNNLESSSTEELSCREEN.I-Ip MET. SINGLE 2114. OUTLET HUNTER TES O O O O V IMN. FEMALE THREADED POINT SOURCE GRIP EMTTER. COLOR CODED EMITTERS e EMITTERS FOR FLOW RATES OF 0.5 GPH- 6.0 GFH. RECOMMENGEO PRESSURE FROM m P 50 M. OPTIONAL DIFFUSER GAP (HE) AVAJU FORMGHERFLQ ANDCLOGFR07ECTON.ONIK12WSER ® AREA TO RECEDE I( IlFO E Z ry HUNTER2-:HUNTER U TE HUNTER DL: LI2 RGPoPIME W/O.N GPHEMTTERS AT IT O.C. q5 Skg1MJ CIECN VS SP, DAT Ir AN TU&NG WITH TAN ST FSET. DRIPLINE o LITERALS SPACEDAT IY APAFT, VATH EMT R OFFSET FOR of TRANGIMR PATTERN INSTALL NITN HUNTER RD BMBEDOR RI?LOC O LJ n FlTIINGS. _ � � SYMBOL MAMIFACTIIRFRUAOGEUpESCRIPTpN pTY ry 16MTERICVG ` n A i - ?. Y. ANp T RUSTIC EIECTBC REMOTE CONTROL ET, FM 6 4 N GLOBE RCIA Ut CION WITH NPi THIEApED INIETAUILET, FOR COMMERGALAIUNGPK USE. BF FESGOe25Y 1- t ^ SEE CML P . FOR SPECIFICATIONS © CSTALLILER1UANT METAL t R Op INSTALL IN LOCI(ING METK CABHET a ® MANNER RFC ZZ ¢ RAIN AND FREEZE 6ENSOR. WITH COPpIAT INSTALLATION. MOUNT AS WTED. NORMKI.YCUED SNRCUI. ? I WINTER HG100FLOW Y KKQ < a Y ® TIN. FLOW METER FOTt USE VUTN HYGRAWISE ENA&ED CONTROLLER TO I s U STNNKFLEOWFANDTOTALi SYSTEMMALEERRSO.AANOESFlMNMARS ■ - Y MRGARIRG NSYSTEM. IRRIGATION LATERAL LINE 33 PVC DUS9300 SpR 21 AS SH)NN Y/ IW6G-IAANLJIE PVC SGEODUE V AS SIgIMI FIFE SLEEVE. PVC SC1EDLlE tl AS SHOWN ---VM�e CRITICAL ANALYSIS (�' lam- GearMaa =-211507 ENGINEER OF RECORD P.O c. NUMBER 01 SIGNATURE AND SEAL waI., S.- Ime1meeon REFER TO FLOW AVAILABLE C-02 - SIGNATURE SHEET VJete� Meter S¢e 1- flor Ave6Ne 375 GPM PRESSURE AVAILABLE PO SSPSI Z SbvaOon Charge OGOU 3 < d ce Um M Sue Y QM O y N LenoM of bervce Lme loft OI N VALVE SCHEDULE p""M•"a4N %PSI M NUMBER MODEL ARE P�5 m a� PREGP I4i Imun Sbeon FM 26.99 GPM < � � O Fbw AvwbeM e1 POC J73 GPM Y O Z p I HUNTER ICV-0 1.1? TURF SRAM 25.02 1M3 J6A SJ.] 1.81 MI1 F-Fbw Avelege. 0.51 GPM 2 HUNTER MS-101-25 1. AREA FOR DRJ- 6.52 161A us 51.3 0.61 YUN 3 HUNTER 1-4 11 TURF SPRAY 6d5 177.1 N.i 47.0 In WI, Cmkel Sdibn'. 12 NUMERICS-101-35 11 AREAFORGFIPLINE 14.15 In.1 Aid 55A 0.65YM De.gn Pressure. ]0 P51 5 HUNTER IOJ-0 1- TURF SRAM IS. 1813 JSA 4.1 1.56 W, F;,.; tnu: N.65 P. 6 HUNTER I .G I_" TURF SRAT M.99 295.6 JBS m o lA5 euT Less O.b PSI 7 HUNTER 102-IN,25 1' F imga AREA FOR pPoPLLNE 9.M W.O tl.J SL7 O.85 ENMnn Loa PSI AREA 6 HUNTER IGL151-XL-tl MirAREA FOR ORIRME 20.13 NN2.N MA NEA 0.6N YVT Loss NrwgN V- 11.3 PSI 9 HUNTERICS-1N,73 1' AREAFORDRIRINE 1E07 SJB5 E.] N.7 O.WW" Preasue R,..-ISWFII: N6.1 PSI 10 HUNTER MS-101.25 1' AREA FOR GRIPLJNE 1- $19.6 MJ S LD 0.6N YM Lesa Nr Flmrgs 0 P51 11 HUNTER IOJ-0 1-1? TIFF SPRAY ... MA . SIA i.m YuT Loss M I" Lice 1.61 P51 12 11UINIER IC2-1N•x3 1' AREA FOR GRIRINE 16.51 fil2S 4.4 61.3 0.65 YVN Less br POC Uo VaNv EbvaEon 0PSI Z tJ HUNTERICV-0 1-1? TURF SPRAY 25.7N -.9 NLt 61A 1.W rvT Less la Bac106.r 11.]P51 Q a WINTER ICS-101-35 11 AREA FOR DRIFLINE B.0 t,p5s ]6.s 527 mm YUT Leas ler WHer lMbi 1.5 P51 t5 HUNTER Iw-0 1-Im TURF SPRAY 21.. 1.116 ]69 55A 1.55 YM Cminl Sheon Presswe M POC 613 P51 a 16 HUNTER -to - 1- AREA FOR pUF11NE 13,23 1.121 11.7 56.] 0.65YMI Revava AreirLY 65 PSI I ] HUNTER ICV-G 1-12' TURF SPRAY 20A 1325 MA WS 1,N YM Rrm Pnewe AYwMMe I IJ PSI Carmen WIN 1 IV Z _O H WATERING SCHEDULE Q NUMBER MODEL TYPE PRECIP SUN MON TUE WED iHl FB CAT INJWEEA MNJWEEA GALNEEK G-DAY 1 HUNTER ICV-0 F TURSPRAY 1.61 Wn 2.- 36111Y1 I3 S6 t tlt 701 _ 2 HINTER IU•10I-35 AREA FOR DWRINE 0."-romr, IO mY1 13 1tl 1.1. 5. J HUUNTERICV•G TURF SPRAY in WO 28 m1n 2fi Mn IS 51 A52 236 N HATER MS-lot-35 AREA FOR MPo WE O.W YUT 70Mn A, IS 1tl t,Nl 99t 5 HUNTER I .G TURF SPRAY 1 56 Wn n min 391M 15 Y 10J K6 fi HUlN1ER ICV-0 TUIF SPRAY 1.65 hT 35 min 35 mY1 15 tl 1.J23 66t 7 HINTER K:Z-101-25 AREA FGi pfORINE 0.65 YVN Tome roA11P 15 ttl TJ)9 6]9 6 HUNTER ICZ-151-XL�O AREA FOR GRIPUNE O61 rvT ro mn To min 1.5 1tl 2318 t i09 9 HUNTER N'S-Iot-25 AREA FOR DRI-W 0.65 hm ]0 mN ronln 1S ltl '.2. Ls I,In 10 HUNTER MS-tOt.25 AREA FOR OPoRJNE OUYM mmH romW Ls IV 1.802 tl1 11 HINTER IOJ-0 TLIRFSFIIAY 1.65WN 36 mM MmM 13 55 I,12B 6tN Q 12 HUNTER IC2-101-75 AREA FOR DR IPUNE 0.65 YM ]0 rein To 13 1. 2.311 1.156 W W p 1J H1INTERm.G -5PRAY 1A2 Wn 36 mn Mmin 13 58 I.NN2 ]21 W to WINTERI -IN-25 AREA FOR OMRJNE 0.65.an ]D mH mmrR 1.5 Itl 1.2tl fi]0 15 HUNTER Iw4 TURF SPRAY 1.55 NT 70 mn ]0 mY1 1.5 SB 1.25s 629 HUNTER O t6 R 1(2-10-25 AREA FOR DRIPUNE O.EI W,,mmn romL1 1.5 ttl t,65x s26 1] IILUNTER ICV-0 TLRF SPRAY 1.N FJM 31 mn ]t mM 1.5 61 t 2M - TOTALS 655 655 1.705 25.P26 1296J O = W U w W Y W °O o U 0 Lu a J c.f)�� W w (I m NORTH CALL 2 WORKING DAYS J d O BEFORE YOU DIG -j w U DV W ITS THE LAW. Knew wIMT'] below. U) YO GRAPHIC SCALE IN FEET DIAL811 CBIl finer. 0 10 20 40 rare ag. SHEET NUMBER W-IN-Al- CA (J GR-A IR-100 • • • a IRRIGATION SPECIFICATION AND NOTES 1. THE SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS, 27. IRRIGATION CONTRACTOR TO COORDINATE WITH OWNER FOR FINAL CONTROLLER AND RAIN SENSOR LOCATIONS. THE CONTROLLER SHALL BE PLACED IN A LOCKING CABINET IN THE MOST INCONSPICUOUS AREA APPROPRIATE FOR ITS LOCATION. (INDOOR VS. OUTDOOR USE) 28. LOCATE THE AUTOMATIC RAIN SENSOR SHUTOFF DEVICE IN AN AREA THAT IS UNOBSTRUCTED BY TREES, 2. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM, ALL ROOF OVERHANGS, OR ANY OTHER OVERHEAD OBJECT. THE SENSOR SHALL NOT BE PLACED WITHIN THE UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS -CONTRACTOR SHALL FIELD VERIFY. SPRAY ZONE OF ANY SPRINKLER HEAD, INCLUDING OFFSITE IRRIGATION. CONTRACTOR SHALL LOCATE SENSOR WITHIN CLOSE PROXIMITY TO THE IRRIGATION CONTROLLER. 3. CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM PRIOR TO CONSTRUCTION. 29. CONTRACTOR SHALL PERFORM HYDRO -TESTING OF MAIN LINES. 4. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON -SITE. 5. IRRIGATION DESIGN IS SCHEMATIC ONLY. FULL AND COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE OWNER'S REPRESENTATIVE. 6. CONTRACTOR SHALL COORDINATE WITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TO ENSURE ALL PLANT MATERIAL IS COVERED BY 100% HEAD -TO -HEAD IRRIGATION. 7. CONTRACTOR SHALL PROVIDE "ASBUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT. 8. IRRIGATION CONTRACTOR TO PROVIDE POWER SUPPLY TO ELECTRIC CONTROLLERS. 9. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON -SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTION. 10. IRRIGATION SYSTEM SHALL NOT BE INSTALLED THROUGH PRESERVED PLANT COMMUNITIES OR WITHIN WETLANDS OR THEIR ASSOCIATED BUFFERS. HYDRO -TESTING TO BE PERFORMED AS LISTED. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FORTY-EIGHT (48) HOURS IN ADVANCE OF TESTING. PRIOR TO BACKFIW NG, CONTRACTOR SHALL FILL PIPING WITH WATER, IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, TAKING CARE TO PURGE THE AIR FROM IT. A SMALL, HIGH PRESSURE PUMP OR OTHER MEANS OF MAINTAINING A CONTINUOUS WATER SUPPLY SHALL BE CONNECTED TO THE PIPING AND SET SO AS TO MAINTAIN 125 PSI FOR TWO (2) HOURS WITHOUT INTERRUPTION, CONTRACTOR SHALL MAKE ANY NECESSARY CORRECTIONS AND RETEST THE SYSTEM UNTIL THE OWNER'S REPRESENTATIVE IS SATISFIED THAT THE SYSTEM IS REASONABLY SOUND. 30. ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. IF REQUIRED, ALL HARING FOR A TWO WIRE PATH SHALL BE NTH REDI3LUE TWISTED PAIR 14 AWG. ELECTRIC CONTROL LINES FROM THE DECODER TO THE SOLENOID VALVES SHALL BE TWISTED PAIR 18 AWG. ALLDECODERS SHALL BE GROUNDED EVERY 1,000 LF. OR EVERY 10 DEVICES. ALL WIRE SHALL BE FURNISHED IN MINIMUM 2,500' REELS AND SPLICING SHALL BE MINIMIZED. BURY SPLICE KIT. ALL 24 VOLT WIRING SHALL BE DONE IN ACCORDANCE WITH EXISTING CODES, SPLICING SHALL BE IN VALVE BOXES OR CONTROLLERS ONLY, IRRIGATION SYSTEM CONTROL SHALL BE TWO WIRE PATH. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S REQUIREMENTS FOR THIS INSTALLATION. TWO WIRE SYSTEM SHALL HAVE -WAY COMMUNICATIONS FIELD PROGRAMMABILITY, STATION SPECIFICATIONS AND INTEGRATED SURGE PROTECTION. 31. ALL CONTROL WIRE SHALL BE INSTALLED IN A 1-1/4' ELECTRICAL CONDUIT. 32. CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH 11. LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER FIELD ADJUSTMENTS TO INDIVIDUAL HEADS. PAVEMENT MUST BE SLEEVED. ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS, AS SPECIFIED. 33. ALL UNIMPROVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL 12. MAINUNE SHALL NOT BE LOCATED WITHOUT PRIOR APPROVAL OF THE OWNER'S REPRESENTATIVE CONDITION BY THE CONTRACTOR. 13, CONTRACTOR TO COORDINATE LOCATION OF ALL METERS AND BACKFLOW ASSEMBLIES WITH PROJECT OWNER. 14. THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES. 15. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS -BUILT DRAWANGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS -BUILT DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN THE PIPE IT CARRIES. 16. ALL PRESSURIZED MAINLINES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SLEEVES AS NOTED. WHERE ELECTRIC OR HYDRAULIC VALVE CONTROL LINES PASS THROUGH A SLEEVE VATH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WATHIN A SEPARATE, SMALLER CONDUIT. 17. SLEEVES UNDER EXISTING PAVEMENT MUST BE DIRECTIONAL BORE. OPEN CUT IS NOT AN OPTION. 18. NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1' HEIGHT BLACK LETTERS TO CORRESPOND TO AUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR MANNER WITH THE DESIGNATION "HB'. LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH IRRIGATION CLOCK PROGRAM DESIGNATION. 19. THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR -CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES'. "CAUTION: IRRIGATION LINE BURIED BELOW." THE TAPE SHALL BE INSTALLED THE FULL LENGTH OF THE IRRIGATION MAINLINE. 20. ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN NOS VALVE BOXES AS FOLLOWS: -RECTANGULAR 12"Xl7 HEAVY DUTY BOX. (PURPLE COVER FOR REUSE TO BE PROVIDED WHERE APPROPRIATE). 21. ALL UNSIZED PIPE SHALL BE 3/4" UNLESS OTHERWISE NOTED ON PLAN. SEE LATERAL PIPE SIZING REQUIREMENTS. 22 EACH TREE AND PALM (AS SHOWN ON THE PLANS) SHALL HAVE A MIN 24 GALLON PER HOUR FLOOD BUBBLER. LOCATE BUBBLER ON THE UPHILL SIDE OF TREES ON ALL SLOPES. 23. ALL IRRIGATION HEADSIJRIP TUBING SHALL BE LOCATED ONE (1) FOOT FROM BACK OF CURB WHEN NEXT TO A ROADWAY. (THIS SHALL NOT INCLUDE PARKING AREAS OR DRIVE AISLES). 24. LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF T-a' FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VALVES CONNECTING MAINLINE TO SECTION LATERAL SHALL BE ONE (1) PIPE SIZE LARGER THAN VALVE SIZE WHERE MNNUNES RUN PARALLEL TO PAVEMENT OR CURBING. THE MAINUNE SHALL BE OFFSET 2'-0" FROM THE EDGE OF PAVEMENT OR CURB. 25. IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING CYCLES. BUBBLERS, DRIPUNE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE. 26. ALL DRIP ZONES SHALL BE INSTALLED WITH A FLUSH VALVE AND AIR RELIEF VALVE IN THE EVENT THAT A DRIP ZONE HAS MORE THAN ONE HIGH OR LOW POINT, MORE THAN ONE AIR RELIEF VALVE OR FLUSH VALVE WILL BE REQUIRED FOR THAT ZONE. DRIPUNE SHALL PROVIDE 0.9 GPH EMITTERS, 18" O.C. WITH 16" LINE SPACING AT A MINIMUM. 34. INSTALL ALL BACKFLOW PREVENTION DEVICES AND ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE BACKFLOW PREVENTER AS PER LOCAL CODES. FINAL LOCATION SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. FOR ENGINEER OF RECORD SIGNATURE AND SEAL REFER TO C-02. SIGNATURE SHEET 00 w0 n r1 10 dN <� O Y� Yi o o U N w F- O Z Z _O F- Q W W w w m m O O = = U U w W 1 W °O OWw� w W M O J d J cn U °n SHEET NUMBER I R-150 • • E • TYPICAL PLANTING NOTES A. SCOFF OF YARN 1. THE WORK CONSISTS OF OBTAINING ALL APPLICABLE PERMITS FURNISHING ALL LABOR. MATERIALS, EOUPMENT. TOOLS, TRANSPORTATION. AND ANY OTER APPLRMENA S NECESSARY FOR TIE COMPLETION OF TINS PROJECT AS SIg ON THE DRANNGS. AS INCLUDED IN THE PUNT LIST. AM AS SPECIFIED HEREIN. 2. MO SHALL INCLUDE MAINTENANCE AND VMMRNG OF ALL CONTRACT PLNNDNG AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER. B. FROM TKDN OF "sUNG STRUCTURES 1. ALL EXISTING BUILDINGS. WALKS, WALLS .PAVING. PIPING. OTHER SITE CONSTRUCTION ITEMS. AND NAMING ALREADY COMPLETED OR ESTABLISHED AHD DESIGNATED TO REMAIN SNALL BE PROTECTED FROM MANGE BY TIE CONTRACTOR UNLESS OTH£RNISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER. AT ND COST TO THE CANER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BMF DEVICES ACCORDING TO ALL REGULATORY AGE— STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTION ACTIVITIES. 3. THE CONTRACTOR SHALL SUBMIT A DETNLED PROJECT SPEGRC WORK ZGE TRAFFIC CONTROL PUN IMLESS TE WORK REOURES NOTHING MOM THAN A DIRECT APRICATION OF THE DEPARTMEM OF TRANSPORTATION (DOT) DESIGN STAN3ARM IF A DIRECT APPLICATION OF THE STANDARD I$ PROPOSED. THE COMNACTOR SHALL SUMMIT IN WR FUM A STATEMENT INOUnW THE STAF M INCEX AND PAGE WU RNA LESS TNN HO BUSINESS DAYS PRIOR TO START OF CONSTRUCTION. AMEN A DIRECT APRJCATION G DOT STANDARD IS NOT ACCEPTABLE A PROJECT SPECIFIC WORK ZOW TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER MAD HAS SUCCESSFULLY COMPLETED ADVANCED TFAINNA IN MV MENANCE OF TRAFFIC. AS DEFIED BY DDT FOR APPROVAL BY THE CG ENGINEER'S REPRESENTATIVE, A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL URUTES, WHETHER PMUC OR PRIVATE, PRIOR TO EXCAVATION. THE INpRMATION AHD MIA SHOWN NTH RESPECT TO EXSTING UNDERGROUND FACIUMES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AHD BASED ON INORMAATION FURNISHED BY THE OWNER OF SUCH UNDERGROUND FAGUTES OR ON PHYSICAL APPURTENiN $ OBSERVED IN THE FIELD. THE OVANER AND DE SIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMRETENESS OF AW SUCH INFORMATION O DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIMUTY FOR, REVEVANG AND CHECKING ALL SUCH INFORMATION AND MTA: LOCATING ALL UNDERGROUND FAGUTIES D M THE H CONSTRUCTION. TO SAFETY AMID PROTECTION T HAVING REPAIRING ANY DAMAGE THERETO RESULTING FROM THEVARL THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECIEp UIIUTY GOMPANES OR AGENCIES IN NWTNG AT LEAST N HOURS PRIOR TO BEGINNING CGbTRVCTLIN. S. NOTIFY THE OWNER IMMEDIATE IF AM DAMAGES OCCLFR TO EXISTING TREES. 6. CALL OW CALL (611) TO LOCATE UTU FIES AT OAST N HOURS PRIOR TO CONSTRUCTION. C. PROTECTION OF EXISTING MINT MATERIALS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTAVTDPoZED CUTTMG OR DAMAGE TO TREES AND SHKRS ENSTING OR OTIERMSE. CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC... MS SHALL INCLUDE COMPACTION BY MAW OR PARKING INSIDE THE DRPIINE AND SPL WING OIL. GASOUME. OR OTHER DELETERIOUS MATERIALS WTHN THE MPlW NO MATERIALS SHALL BE BURNED ON SITE. 2. SEE TREE MITIGATION PUN AND NOTES. D. MATERIALS 1. GENERAL MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL. ON SITE OR A$ DETERMINED BY THE OMRER_ UPON APPROVAL DELIVERY OF MATERIAU MAY COMMENCE. MATERIAL SAMPLE SIZE MUCH ONE (I) G1BIC FOOT TOPSOIL MAX ONE (T CUBIC FOOT PANITS ONE (I) OF EACH VARIETY' (OR TAGGED N NURSERY) IN SOME INSTANCES AN IMAGE TAKEN OF THE PUNT WTH A MEASURING STICK MLL SUFFICE A PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON TIE DRAWINGS. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WTH GRADES AND STANDARDS FOR NRIRSERY PUNTS. LATEST EDITION, PUBUSIED BY THE FLOPoDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PUNTS SHALL BEG AOE NO. I OR BETTER AS DETERMINED BY THE APPROPRIATE STATE DIVISION OF PUNT INDUSTRY. ALL PUNTS SHALL BE HEALTHY. VIGOROUS, SOUND. MU41RANCHED. AND FREE OFDISEASE AND INSECTSND . INSECT EGGS AND LARVAE AM HAVE ADEDUATE ROOT SYSTEMS. TREES FOR PLANING IN PIONS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE AM REQUIREMENTS ARE OMITTED FROM THE RAW UST. THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY, PLANTS SHALL BE PRUNED PRIOR TO MUVERY ONLY MTH APPROVAL FROM OWNER OR ONREITS REPRESENTATIVE. ND SUBSnTJ1AN5 SHALL BE MADE WTDM WBTTEN PERMISSION FROM THE OWNERS REPRESENTATIVE. E. MEASUREMENTS: THE HEIGHT AND/OR MDTH OF TREES SHALL BE MEASURED FROM THE GROND OR ACROSS THE NORMAL STEAD OF BRANCHES WTH THE RANTS IN THEIR NORMAL POSITION, THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT UST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF URGER MNT515 APPROVED. THE BALL OF EARTH OR SPREAD ROOTS SHALL BE INCREASED IN RRCPORTON TO THE SIZE OF THE PUNT. c. INSPECTION. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PACE OF GRONTR, OR UPON DELIVERY TO THE SITE. AS DETERMINED BY THE OWNER. FOR DUALITY. SIZE, AID VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REACTION AT THE &TIE DU PROGRESS G THE WORK OR AFTER COMPLETION FOR SIZE AND CONINTION C ROOT BALLS OR ROOTS. LATENT DEFECTS OR MUMES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE NOTICE REOUESTIW INSPECTION SALL SE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (n WEEK PRIOR TO ANTICIPATED DATE. E. SOIL MIXTURE (PANTING WNW, RANTING MIX. TOPSOIL MIX) 1. CONTRACTOR SHALL TEST EXISTING SOIL AID AMEND AS NECESSARY IN ACCORDANCE WTH THE GUIDELINES BELOW. 2 SOIL MIXTURE (RAMENUM MEUM FOR PIANT PITS) SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ON: PART STUD, AS DESCRIBED BELOW. CONTRACTOR TO SUBMIT SAMPLES AND PH TESTING RESULTS OF SGL MIXTURE FOR OWNERS REPRESENTATIVE APPROVAL PRIOR TO PLAT INSTALLATION OPERATIONS COMMENCE, A TOPSGL FOR USE IN PREPARING SOIL NXTURE FOR BACKFILLNG PUNT PITS SHALL BE FERIU. FRIABLE, AND OF A LOAMY GARACTER, REASONABLY FREE G SUBSOIL, CLAY LUMPS. BRUSH WEEDS AND OTHER UTTER: FREE OF ROOTS. STUMPS. STONES LARGER THAN T IN AM DIRECTION. AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO MINT GROWN. IT SHALL CONTAIN THEE fn TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER AMID HAVE A PH BETWEEN SS AND T0. E. CONTRACTOR SHALL COORDINATE ALL EARTLAGRK OPERATIONS DAMN TREE PROTECTION AREAS WTH THE PROACT ARBOMST PRIOR TO BEGINNING M ORK. c. ALL TOPSOIL SHALL BE MTFRIABE. FETTLE FIE LOAMY SOIL POSSES&TUG GNRACIEPoSTCS OF REPRESEMATNE TOPSOIL INN THE E VICINITY THAT PRODUCES HEAVY GRONTIR. I. TOPSOIL. PH RANGE OF 5.5 TO T.O. M PERCENTORGANC MATERIAL. MNMUM. FREE FROM SUBSOL.OBALnONABLE V.EEOS. UTTER, SODS SnF CLAY. STONES LARGER THAN ONE INCH IN DIAMETER, STUMPS, ROOTS. TRASH. TONG SUBSTANCES OR AM OTHER MATERIAL WINCH MAY BE HARMFUL TO PLANT GROVATi. A VERIFY AMOUNT STOCKPILED IF ANY. AID SUPPLY ADDITIONAL AS NEEDED FROM NATURALLY WE AINED SUES WHERE TOPSOIL OCCURS AT LEAST FOUR INCHES DEEP. DO NOT OBTAIN TOPSOIL FROM BOGS OR MARSHES. 2 TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE. LOESS DETERMINED TO BE UASUTABE - AT MACH PdM TIE CONTRACTOR SHALL CONTACT OWNERS REPRESENTATIVE TO GISCIAS ALTERNATE RECOMMENDATION PRIOR TO PLANTING F. WATER 1. MUTER NECESSARY FOR PANTING ND MAINTENANCE &ALL M M Mn$FACT W QUALITY TO SMTAIN ADEOMTE PLANT GROLVIH AND SHALL NOT CONTAIN HAMEUL ON THE OR NANJUHE ELEMENTS DEIPoAEMAI D TDAMS. WATER MEETING THE ABOVE STANDARDSiTO ON THE SITE FROM TILEOWNER. IFAVNIABE.AND THE CONTRACTOR SHALL BE RESPONSIBLE AT TO HAKE HE C N TRA TO FOR US USE By HIS TANKS, NOSES. SPRINKLERS, S. ETC..., IF SIIGI WATER IS NOT ITIC-L AT THE SITE. THE CONTRA TOR SHALL. PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO AODInONAL COST TO THE TINTER. MUTERINGARRIOATTON RESTRICTIONS MAY APPLY -REFER TO PROPERTY`S JURISDICTIONAL AUTHORITY, G. FERTILIZER CONTRACTOR SHALL PROVIDE FERTILIZER AFFUCATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE. PAW INSTALLATION TYPE AND Si PROPOSED USE. SUGGESTED FERTUZER TYPES SHALL BE ORGANIC M OTIERNASE NATURALLY -DERIVED. FERTILIZER RESTRICTIONS MAY APPLY -REFER M PROPERTY'S JURISpCTONAL AUTHORITY 1. MUCH WMRULSHUWB SMMDATTIETW APPLJCATIONTOPRE WWNDDISPL MMEW.ANDAPPUEDAT A MINIMUM d:RH OF THREE (3) INCHES. CLEAR MULCH FROM EACH PUNTS CRONN (BASE). SEE PUN FOR MMIACH SPECFlCAYONS, 2. PROVIDE A THREE (3) INCH MINIMUM LAYER OF SPECIFIED MUCH OVER THE ENTIRE AREA WITH PINNED V E D BARRIER FABRIC IN EACH SHRUB BED. GROUND COVER. VINE BED. AND TREE PLT IS MINIMUM) FLAMED UNDER THIS CONTRACT. L DIGGING AND --- I . PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TILES FROM SUN. DRYING MIWS. WATER AN) FREEZING. AS NECESSARY UNTIL PUNTING. FLAW MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (1D) MILES OR WINCH ARE NOT PUNTED WTHN THREE (3) DAYS OF DELIVERY TO THE SITE SHALL BE SPRAYED WTH AN AMITANSPIRANT PRODUCT (VALTPRUF' OR EQUAL) TO MINIMIZE TRANSPIRATIONALWAIERLOSS. 2. BALLED AND BURLAPPED (MB). AND HEW GROWN (FG) PUNTS SHALL BE OLD, WITH FIRM. NATURAL BALLS OF SOIL OF SUFFICIENT SUT TO ENCOMPASS THE FIBROUS AND FEEDING ROUTS OF TE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SMALL BE PLANTED IF THE BALL IS CRACKED OR BROIGN. PLANTS SHALL NOT BE HANDLED BY STEMS. 3. PLANTS MARKI]D -BR' IN THE PUNT UST SHALL BE OLIO WITH BARE ROOTS. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT DURING TRANSPORTATION AND PRIOR TO PUJfTING. A. PROTECTION OF PALMS: GAY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE CROVIMI OF THE PALM TREES TO FACILITATE MOMNG AND NARDUG. CLEAR TRUNK (Cn SHALL M AS SPECIFIED AFTER TIE MNNM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER PALM PUNTING DETAIL S EXCAVATION OF TREE RUB SMALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HAROSCAPE EIEMEMS. FOOTERS AND PREPARED SUBBASES. J. CONTAINER GROWN STOCK t. ALL CONTAINER GROMM MATERNAL SHALL BE HEALTHY. VGOROUS. �D PUNTS ESTABLISHED IN TIE CONTAINERINW THEYARESOLD.TIEPU SHALLHAVETOPSNACHARECGOODGUN NDAREINA HEALTHY cRD.- CONDITION. 2. ANESTABUSHEDC AIWIGROWNPUMSHALLRETRANSRAMEDIMOACOMNNERANDGROWMINTMAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE FEW FRONS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MA55 MILL RETAIN ITS SHAPE AND MOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROAN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3. ROOT BOUND RANTS ARE NOT ACCEPTABLEAMWLLBEREJECTFD, N. RM-ROOTS PLUS GROWER CONTNWR PRODUCTS SHALL BE USED WHERE SPECIFIED. K MATERIALS UST 1. QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL W FURNISHED BY THE CONTRACTOR. OUVRITYESTIMATESWIVEBEENMADECAREFULLY.BMnELANDSCAPEAR nCTMTIMERASSUESNDLMBIUTY FOR OMSSIGS OR ERRORS. SHGAD A DISCREPANCY OCCUR BETWEEN TE BANS AND THff PLUM UST OUANTTY. TIE OVM SR MESEWATVESMALLMNOTIFIEDFORCLAREICAfl NPRIORTOBIDDINGORISTAWnM 2. ALL DIMENSIONS AN}OR SAES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE, FINE GRADING t. FINE GRADING UDER TINS CONTRACT SMALL CONSIST C FINAL FNSED GRAND OF LAWN AMID FUMING AREAS THAT CAVE BEEN ROUGH GRADED BY OTHERS. BERMNG AS SIDMM ON THE DRAMNGS SHALL BE T11E RESPONSIBILITY G THE CONTRACTOR, UNLESS OTIERWSE DATED. 2. THE CONRACTOR SHALL FINE GRADE TE UMM AMID PUNT M AREAS M BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE NIOMNA FOR THKKNE55 a $OD ANDOIi MULCH DEPTH, CONTRACTOR SHALL FIVE GRADE BY HAND AN MTH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR MTH FFNM.END LGYDER FOR TRANSPORTING SOIL WRTHN THE SAE. 3. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACESUBSURFACE STORM DRAINSYSTEMS.AREASADIACEWTOBULp SHALLSLOPEAWAYFROMTHEBUILDINGS.REFERTOEVILENGINEERS PLANTS FOR FINAL GRADES. IF APPLIUBE. PUNTING PROCEDURES I. CLEANIM UP BEFORE COMMENCING WORK'. THE CONTRACTOR SHALL CLEAN WORK AID SURRWN IM AREAS OF ALL RUBBISH OR OBACTIONABLE MATTER DAILY. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FRAM THE SURFACE OF ALL PLAIT BEDS. THESE ANTEAAUS SHALL NOT BE MXEDMTH THE SOIL SHOULD THE CONTRACTOR FIND SUCH SOIL CONOTONS BENEATH THE SOIL NMCH MLL IN AM WAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OMIER5 REPRESENTATIVE FAILURE TO GO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2, SUBGRADE EXCAVATION. CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AM IMPORTED UMEROGL AND UNFROCK SUBBASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF W OR TO NATIVE SGL CONTRACTOR IS RESPONSIBLE TO BACAFILL THESE PLANING AREAS TO ROUGH FINISHED GRADE WTH CLEAN TOPSOL FROM AN ONSIE SOURCE OR AN IMPORTED SOURCE. IF UMROC K OR OTHER ADVERSE COMITIONS OCCUR IN PLANTED AREAS AFTER W DEEP EXCAVATION BY TIE CONTRACTOR. AND POSITIVE ORMNAGE CAN NOT BE ACHIEVED. CONTRACTOR SHALL UnUZE POOR DRAINAGE CONOTION PLANTING DETAIL 3, FURNSHNURSERYS CERTIFICATE OF COMPIANCE MTH ALL REQUIREMENTS AS SPECIFIED HEREIN. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DLO AT NURSERY OR CROWNS, SITE. A. COMPLY MTH APPLCABUE FEDERAL. STATE. CO- AID LOCAL REGAA IG B GOVERNING LANDSCAPE MATERIALS AND MMC CONFORM TO ACCEPTED HORTICUIURAI PRACTICES AS USED IN THE TRADE. UPON ARRIVAL AT THE SITE. PUNTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED C-ITE SHILL NOT REMAIN UMLANTD OR AWROMLAMLY HEALED N FOR A PERIOD EYCEEDING TWEMYFOUR (24) HOURS. AT ALL TIMES WCRI AAILIIUE METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED. 5. THEMA HALLBE COORp MDWTHOTERTRADESTOPREV WNFUCTS.LOORUNAnE Mi MTH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AM PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLUMS. 6. ALL PLANTING PIS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WTH THE USA STANDARD FOR NURSERY STOCK, UNLESS SHON N OTHERAISE ON THE DRAWNGS. AND BACK FILLED MII THE PREPARED PUANTNG SOIL MIXTURE AS SPECIFIED IN SOIL MIXTURE SECTION OF THESE SPECIFICATIONS. TEST ALL TIME PUS WTH WATER BEFORE PANTING TO AS&AE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOMAMl! MUM MADE FOR LOST PANTS DUE TO IMMOPER CRAINAGE. IF POOR DRAINAGE EXISTS. UTILI2E'FOOR ORAIAGE CONDITION P NG DETAIL TREES &MLL BE SET PLUM! AND HELD IN POSITION LNTL THE MINTING MIXTURE HAS BEEN FLUSHED INTO PLACE MTH A SLOW FUL HOSE STREAM. ALL PANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THESUPERVISIONDA AGMWFIMLANDSCAPEFOREMAN,MR R-JET WINSHALLMASSUREDMEUMNAMNR POCKETS AROUND TIE ROOTS.'AT STICK- OR EQUAL IS RECOMMENCED. T. TAKE ALL NECESSARY PREGUIIONS TO AVOID DAMAGE TO BUILDINGS AND BU NM STRUCTURES VALE INSTALLING TREES. S. FOLLOW PLANTING SPEGFFCAO N PAMID DETAILS 9. FALL HOLE WITH SOIL MXTURE. MAKING CERTAIN ALL SOL IS SATURATED, TO GO THIS, FILL DALE W TH WATER PAID ALLOW TO SCAN NNMM TWENTY (2DD MM/TES. STRPoND IF NECESSARY TOG SOIL THOROUGHLY WET. PACK LIGHTLY MTH FEET, AM MORE WET SOF MIXTURE, GO NOT COVER TOP OF BALL MTH SOIL MIXTURE. ALL BURLAP, ROPE. WIRES, BASKETS. ETC.., SHALL BE REMOVED FROM THE SIDES AID TOPS OF HALLS, BUT NO BURLAP SH BE PRIED FRGM UNDERNEATH. 10. TREES SHALL BE PRUNED, AT THE DIRECTION G THE OWNER OR OMRERS REPESEMATIVE. TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SGFT MOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED NTH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY CERTIFIED ARBORIST. IN ACCORDANCE MTH ANSI AJ . 11. SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WTH THE DRAMNGS AND AS INDICATED ON THE PLUM UST. MATERIALS INSTALLED SHALL MEET MNMUM SPECIMEN REOUREMENTS OR OMNTITIES SHOW OIJ PLANS, ANGEVER IS GREATER. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH Of T, REMOVE AND DISPOSE ALL DEBRIS. MIX TOP M' THE PLANING SCIL MIXTURE AS SPECIFIED N SOIL MIDUE SECTION OF THESE SPEC61GnON5. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 12. TREE GUYING AND BRACING SALL BE INSTALLED BY THE COMPACTOR IN ACCORDANCE MTH THE PLANS TO ENSURE STABILITY ND MNMNN TREES N S URDGW POTHE PROJECT LANDS A PE ARCHITECT AND OCT IN DECIDE A WAIVE TIE TREE GV EMN AND BRACING. THE OWNER SHALL NOTIFY THE PROACT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROPER LANDSCAPE ARCHITECT IN TFIE EVENT UNSUPPORTED TREES PANTED UNDER MS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY. ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK P. LAWN SODDING 1. THE MARK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODONG COMPLETE, IN STRICT ACCORDANCE 0 MUM THE SPECIFICATIONS AID THE APPLICABLE DRAMNGS TO PRODUCE A TURF GRASS UAIN ACCEPTABLE TO THE 0 OWNER. V 3. ALL AREAS THAT ARE BE SODDED SHALL BE CLEARED JN ANY ROUGH GRASS, NEEDS. AND DEBRIS BY MEANS C A SOD 2,1 F ML, CUTTER TO A DEPTH OF TREE (]) INKAE T AND MORE GROUND BROUGHT W AN EVEN GRADE. THE ENTIRE SURFACE THE NOT MORE ONE D 1WT POUNDS, PER FOOT DURING FIE ROLLED MATH A ROLLER LCAUS ROLLING ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL FILLED WTH D ENT BE FILL N THE S HA SOIL AND THE SURFACE SHALL D BE REGRADED AND RG1ED UNTIL PRESENTING A SMOOTH AND EVEN FLASH TO THE REQUIRED GRADE. O THE RE. ]. PREPARE LOOSE BEO FG1R (AI INCHES DEEP. RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA TDROUGHLY. M. SODDING Z A. THE CONTRACTOR SOD ALL AREAS TNT ARE NOT PAVED Gt PLANTEDAS DESIGNATED ON THE DRANNGS MTHN THE CONTRACT UMU` TS. UNESS SPECIFICALLY NOTED OTERMSE. S. THE SOD SNALL BE CERTIFIED TO MEET APPROPRIATE STATE PUNT BOARD SPECFICUTIONS. ABSOLUTELY TRUE TO VARIETAL TYFE, AND FREE FROM WEEDS. FUNGUS. INSECTS AID DISEASE OF ANY KIND. c. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UJFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HXRMCAPE ELEWHYS. PAVED AM PLANTED AREAS. O h IMMEDIATELY FGLOWNG SOD LAYING. THE LAWN AREAS SHALL BE ROLLED MTH A LAWN ROLLER CISTOMARILY USED ti H ^ FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF. IN THE ORNON OF THE TINTER. TOP-0RESSING IS NECESSARY AFTER ROVING TO FILL THE VCIW BETWEEN THE SOD PANELS AND TO EVEN OUT NFSI COSTENGES IN THE n O SOD. CLEAN SAND. AS APPROVED BY THE OMAER5 REPRESENTATIVE. SHALL BE WFORMLY SPREAD OVER THE ENTIRE OF THE SOD AND THOROUGHLY WATERED IN FERTIU IXF NSTALED SODAS ALW ED BY RROPERTYY ki A8. OF JU ISDICTONAL AUTHORITY. F y n S. DURBA DELIVERY. RBOR TO, AND dABNG THE PUNTING OF TIE LAWN AREAS, TIE SOD PANELS SHALL AT Ni nNES BE < O jj PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED $0 AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AID MOISTURE, _ CC n ; O ^ 6. LAAN MAINTENANCE J m a. NTHN TRUE CONTRACT WITS, THRE CONTRACTOR SWYLL PRODUCE A DENSE. AELL ESTABISHED LAMM. THE CONTRACTORSHA S (LARGER THAN n NTIL RT y Z ¢2 IM UNCERTIFICATION, CERTIFICATION, OF ACCEPTANCE BY THE OWNERSRS D M TINE RE. REPAIRED SODORASiNBE ACCOMRISHEDASINTFEORIGINLLMARKONCLMWREGRA IFMCESSARY). E Z L E. CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOGUMM UNTIL ACCEPTANCE BY THE OWNERS G < U w i REPRESENTATIVE. RBOR TO AN) IRON ACCEPTANCE. CONTRACTOR TO PRONOE WAIEPoNGRRRIMIION SCHEG• F TO OUTER. OBSERVE NL APPLJCABU WATERING RESTRICTIONS AS SET FORTH BY THE PROPERT"6 JURISDICTIONAL AUTHORITY. Y O IB - Q, CLEANUP UPON COMPLETION OF ALL PLANTING NORM( AHD BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SWLLL REMOVE ALL ^ MATERIAL.EQUIPMENT.ANDDEBRISRESUnWFROMHSWORK.ALLPAVEDAREASSHALLWCL WOANDTIESRELEFTIN A NEAT AID ACCEPTABLE CONDITION AS APRIOVED BY THE OWNERS REPg6SENTATIVE. R. PUNT MATERIAL MAINTENANCE ALL PLUMS AID PLANTING INCLUDED UNDER THIS CONTRACT SNNLL BE MAINTAINED BY WATERING. CUTIVATING, $MATING. AID ALL OTHER OPERATICS (SUCH AS RESTAPNG OR REPAIRING TREE GUY SUPPORTS NECESSARY) TO ENSURE A HEALTHY PUNT COMMON BY THE CONTRACTOR OR U.NFIL CERTIFICATION OF ACCEPTANCE BY THE OWNERS REPRESENTATIVE. FOR ENGINEER OF RECORD S. FIALIN6PECTION AID ACCEPTANCE OF WORN SIGNATURE AND SEAT. FINAL INSPECTION AT THIE ENDOF TE WARIUNiY PERIOD SWALi BE M RANTING. CONSTRUCTION AND ALL OTTER REFER TO INCIDENTAL MARK PERTAINING TO T15 CONTRACT. AW REMCEAEM AT MS THE SHALL BE SLM3ACT TO TIE SAME ONE (1) 02 - SIGNATURE SHEET YEAR WARRANTY (OR AS SPECIFIED BY TIE LANDSCAPE ARCHITECT OR ONNER IN WRITING) BEGINNNC MATH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. T. WARRANTY 1. THE LIFE AND SATISFACTORY CONDITION OF ALL RAM MATERIAL INSTALLED INCLUDING SOD) BY TE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MNMBIM OF ONE (1) CALENGR YEAR COMMENCING AT THE Z Q Q. 'o THE OF CERTIFIGTON OF ACCEPTANCE BY THE OWNERS REPRESENTATIVE. WI'3 M N Y Z 2. AM PIAM NOT FGIDIN A HEALTHY GROWING COAL/TON qT THE END OF TE WARRANTY PERIOD SHALL BE REMOVED 0 NT N V! N N FRON TIE SINE AND REPACm AS SOON AS NEATIER CONdTONS PLTWT. ALL REPIACPEWS STALL BE PUNTS OF TIE a 0 A Q SAME KIND AND SIZE AS SPECIFIED IN THE PUNT LIST. ID nST. THEY SHALL BE FURNISHED RANTED AMUCWD AS SPECIFIED AT NO ADdCL TI ACOST TO O y E TINTER ]. IN THE EVENT THE TINTER GOES NOT CONTRACT MITI THE CONTACTOR FOR UILELAPE ANA IRRIGATION MNMENANCE. Y O Z U P o TIE CONTRACTOR SHOULD VISIT THE PROACT SITE PERIODICALLY OWNS THE ONE (1) YEAR WARRANTY KRIM TO EVALUATE MAINTENANCE PROLE DARES BEING PERFORMED BY TIE OWNER. CONTRACTOR SHALL NOTIFY TE OWNER IN MDTIG OF MNNTENANDE PROCEDURES OR CONOTIONS NMCH T FEAMN VIGOROUS ANTI HEALTHY PUNTGROWTH. SITE W BITS SHHLL BE CONDUCTED A MNMUM OF ONCE PER MONTH FOR A PEWOOOF TWELVE 112) MIOMHS FROM TIE DATE OF ACCEPTANCE. w O Z V Z F- z Q J 0- W w Lu W cp m p O = = U U w W Y LJ °0 U w J O W J Co D. N~ N ILL b1f W W a' O _J ::D J U Qn N SHEET NUMBER LP-150 O U w 0 46 i y SAC Existing r a, a c, �. cASEM" s' '3 ! 5OFT CI North W• E _ lot 1 - parcel 1,2,4, & 5 lot 2 - parcel 4 & 5 lot 3 - parcel 2 N 0SR � Adm Fu} 2.'�'Ci K OIITPARCEL H. 54 1 AG Pen r! r� r = �-, � � � �, i yi ..::..• � U �t• - - __ .- - - ��i 9a �-- I ' � 4� IGNAGE•� , `�lA�fti lot 4 - parcel 2 &3 lot 5 - parcel 3 roadway tract - 2,3,4, &5 stormwater dry - 2,3, & 4 stormwater wet - 2 &3 N.T.S. - B� CC F W W o � Lu �w cnU8 W 0-M C 1OF1 ) V LI V DI E U 0 M E V E LI LOCATED IN SECTION 15; TOWNSHIP 37 SOUTH; RANGE 35 EAST I„vu,m •' a �j.ti nanm<em,ur r— �• 1: I ----------------- nx Nx am d� , rvtl9'1432'E i16.ar i I I I I rfeea]m I WTI lfonnm I PARK STREET mMMFRCE�, I RaG r�� nRna a®EAT m ,m I LOT' I PARK STREET NMMPRLT: I r� vci n��nnm ruT Ntl4I412'E 211 J' wLRs I I I I I NtY i'E N1.23' TRACT v' I I 0.Y 1J•F ° 66 A(itFs. C/L PROPOSED NE 3RD STREET Sx44432"W '4. W I 3f6.W _ (SOW IGHT-OF-WAY) vx4 4v M 414.IV IT 3 PAR/: Sm" ("".% RCT W I I I 9.^ R-2f.ar p•tIroTW L-JS- BY19wRV lfl' R-26arp-f]°I4f I" 310 I II I I I I I I I I I I I wLRu SSV4412'W 216.W R-3i.1P.f-W°NOI' L•S1T3' 11 'E LMMWDIS, Wr ALGRAM0.1 DISi STAMYFD'IRAI dSM LB IISf' \I I IOW I I I I STOIIMWA'1ER TI—T'A' B PARK STREET MMMERCE I d wl NI I I I I I I I 3 I I I I mmroac®Nm, I I I I ICI I ^ I I I m oTILDY i�eRon,sUPy�u.T I i I I Xml I—IM UT NE9°4a32"E 141-W I I I I 4 I I I I I I � I SET NALLaDISK I I 1A I I _ I STAMPED'PRA1 dSM LB tiff' I I L-- P®t PR<�NS®PUT — — — — — — — — — 1 — — — — — — — — — — SET 1�'IXON ROD NSf4432-E 716.ar I I I I I I Wr ALVMINUM DISC' STAMPED RRM BSM LB 8135- I I I T— I I A 9AMTARI ws u�TWT I 1'CR rR.�w�SPo r —---1----- I I —f+----L A9AMTARY BAS®ffi!t ROPo] I I ®PUT I T---------L---------- PAacsL N. 2-IfJF WT-000u - I p1 1 y pq? �' I I I 202 OX.RF. 203 101N12 k I _ I (3 a k� k k 6mImLrtY 1 I I I l 1 1 I I I 1 raa rl I I I I I I I I 1 I I I I I i 1 I I t I I I I I I i 1 I I I I e l T 2 1 PARK STREET OMMERCE 1 I 2-155 ACRESt (VACANT) WTI " 'x J1Y1A1' THIS BOUNDARY SURVEY I PARK],RFJTC WffR`! I I I z l IS FOR INFORMATIONAL - PURPOSES ONLY AND WILL NOT BE SIGNED AND SEALED UNTIL THE I :omP•R EMAa. II PROPOSED PLAT IS I T RECORDED. u I r I I I I r I I I I I I I I I I I I I 11fm DiRITY � I I I Paa ]wrUT I I I I R-35.W I I I A-90°I S59" I I I I L-55.14' 1 I I I SET IR' d10N ROD W�ALl1MINUM DISC I I I I I I T I STAMPED -PENT BS 1Ld tllf' ------- —----------- — --- --———————— — — — — —— ------------------Iri ---ROD xw ha.a° T I SET IRON ,w lmuT WI ALUI@ DISC ]exTP STAMP6D'1RM BSM LB tISS P0. u S19'4412'N' 211.20• _ =NI� API i4annn4v.x A _ — SIXITNUEOF NSIs-TJTS-R3fE I v,cwxMx rOxP Ntl9.1421'E 160.IV . c,�v R(I,.,.0 �lumrn � YAlt1C S1 NEF'i,"(1I�LAOJt�h' T B/L STATE ROAD 70 _ A.K.A. NORTH PARK STREET SUMILINE(ri 51f-T3TS-RJJE N 'E (BA919CF BE 0P BEARN'OS) - NX4°IW21'E 48t01' SIT-T3T Sll LEGAL DESCRIPTION: GRAPHIC SCALE LOT 2, PARK STREET COMMERCE CENTER. ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 77, PAGE 77, OF THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. SURVEYOR'S NOTES: LEGEND: 0 w 6° I. THE SURVEY DATE IS OCTOBER 5, 2023. S SECTION OR SOUTH C/L CENTERLINE 1 INCH - 30 FT. T TOWNSHIP R/W RIGHT-OF-WAY (INTENDED DISPLAY SCALE 24"X36") 2. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER SJ-17.050(11) OF THE FLORIDA ADMINISTRATIVE CODE. R RANGE OR RADIUS ID IDENTIFICATION 3. THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL N: NORTHING O.R.B. OFFICIAL RECORD BOOK SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER E: EASnNG O.R.F. OFFICIAL RECORD FILE CERTIFICATION: 4. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS ELEV. ELEVATION PG. PAGE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING: PARTY OR PARTIES. F.D.O.T. FLORIDA DEPARTMENT OF L ARC LENGTH 1 HEREBY CERTIFY THAT THE ATTACHED SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND S. BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, AND ARE REFERENCED TO THE FLORIDA STATE PLANE TRANSPORTATION OHO OVERHEAD UTILITY LINE THAT IT MEETS THE STANDARDS OF PRACTICE SET FORTH BY COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. THE BEARING BASE FOR THIS F FIELD THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND SURVEY IS THE SOUTH RIGHT OF WAY LINE OF. SAID LINE BEARS NORTH 8914932" EAST AND ALL OTHER BEARINGS ARE FND FOUND MAPPERS IN CHAPTER 5J-17,FLORIDA ADMINISTRATIVE CODE. RELATIVE THERETO. P PLAT C.C.R. CERTIFIED CORNER RECORD D DEED FOR THE BENEFIT OF THE FOLLOWINO PARTIES ONLY: 6. THE COORDINATE SYSTEM UTILIZED HEREON IS REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, PROPERTY LINE EAST ZONE, NORTH AMERICAN DATUM OF 1993, 2011 ADJUSTMENT (NAD832011). AS ESTABLISHED USING REAL-TIME A.K.A. ALSO KNOWN AS 'a UTILITY POLE O PARK STREET OKEECHOBEE, LLC. KINEMATIC GLOBAL POSITIONING SYSTEM (RTK OPS) SURVEY METHODS. THE CORRECTED POSITIONS COMPUTED WERE SET I2" IRON ROD R CAP SINGLE SUPPORT SIGN VERIFIED THROUGH A REDUNDANCY OF MEASUREMENTS. ALL DISTANCES SHOWN HEREON ARE IN GRID U.S. SURVEY FEET. STAMPED "BSM LB 8155" p DELINEATOR POST FOR THE FIRM: ® STORM WATER MANHOLE REM d ASSOCIATES. INC. 7. THIS SURVEY DOES NOT HAVE THE BENEFIT OF A CURRENT TITLE COMMITMENT, OPINION, OR ABSTRACT. DURING THE FIRE HYDRANT B L BASELINE COURSE OF THE SURVEY SOME SEARCHES OF THE PUBLIC RECORDS WERE MADE, BUT THESE SEARCHES WERE NOT EXHAUSTIVE AND SHOULD NOT BE CONSIDERED A SUBSTITUTE FOR A PROPER TITLE COMMITMENT. OPINION, OR WATER VALVE W/ w WITH LIGHT POLE ABSTRACT OBTAINED FROM A TITLE AGENCY OR OTHER TITLE PROFESSIONAL. a ® CURB INLET SANITARY MANHOLE GUY ANCHOR DATE RICHARD E. BARNES III S. ADJOINING PROPERTY INFORMATION WAS OBTAINED FROM OKEECHOBEE COUNTY PROPERTY APPRAISER OFFICE AND m TELEPHONE PEDESTAL PROFESSIONAL SURVEYOR AND MAPPER PER UNRECORDED PLAT ® WATER METER STATE OF FLORIDA LICENSE NO. 7074 r� ELECTRIC SERVICE BOX 0 ELECTRIC JUNCTION BOX 9. SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE X PER FEMA MAP NUMBER 12093C, PANEL NUMBER 0480C, WITH AN EFFECTIVE DATE OF 07/16/13. m BOLLARD i A DEGREE OF CURVATURE BSM CAD °""' "°�" x aro.� T_rammxPoR .R �a� .m ,�.nm BOUNDARY SURVEY ' ASSOCIATES REF °,,r. .x.m n.W�NrD ,.TAT�ra.N T.].mm R�rMm� w1.un, for , c`t 4 � HIGHWAY 70 EAST FLD JF,OF FBJP0, RJ1120-11 I0r1723 UPDATED BOUNDARY SURVEY PER REVISED PLAT T1L LAND SURVEYING SERVICES OKEECHOBEE FLORIDA 34972 OFF EGH DATE 10/0523 911923 UPDATED BOUNDARY SURVEY PER REVISED PLAT T1L 80 SE 311t Lane, Okeechobee, FL 34974 f CKD RED SIIEEI' I OF I DWG22-445BNDLOT 2 DATE: REVISIONS', BY: rickV.barnes@bsmsurvey.com 863.484.8324 LB B155 a\tb O \Wg OR A rES. M.'\2122\22-fr.S ALM r a Mr - 99t21 C*WW PA4RER5\WT 14 LOT 2 SIA%QY5\22-445 6r0 LOr 21-P 10rl 17. 202.1: THIS PLAT LOCATION MAP: LEGEND: (NOT TO SCAM) 'A FIFO C .K., - -11 OF Al INDEX OF PAGES: 0 B. OFFNLARECORD BOOR P.OB. PALE R BCtlYNING SHEEt I : COVER PALE O.C. -1 Ni RANT SNECt 2 SKETCH OF PLAT R B RADIUS OR RANGE OR WII" ARc LExcM - TABULAR DATA: CB CO CHORD _IFS CHORD WTAKE L0I I I.M. ACRES S NORIIWG LOT 2 . I'M ACRES x E 1. ML sl 1/2- NON ROR k CAP. LOT 3 I.115 ACRES x STAMPED 'BSA LB 8155- sT FOAL AA p5K .1 A 1.15. ACRES A ■ SIAYPN 'PRM BSIN MI BI55• SCI 1/2• IRON RR W/ ALUWNUM pSt SYMPED'PRY LOi 5 LENTO ACRES x TRACT -A' O_ ACRES x BMI IBI55: w FRc E O.Z NOTED IFACl'B- 0.B6fi ACRES x I D.O. T. PB. ROBOA DEPARTMENT OFTRµSFORTATOR -1 BOpI ROMWAY TRACT- O.JB6 ACRES 2 . ID S REMBFCAT" SECS. CA SOIIM R STOEMWA' 'A' I OE. OYNSNV TRACT 2033 ACRE; 2 NO MANAGE EASEMENT NUMBER STMMWAIR TRACT •B• 3,379 ACRES x P.C. AILI MAT CORNER ALSO KNOWN AS PRM P.W. PEP ENµI REFERM MONUMENT RRMA RAW. AND -I LEGAL DESCRIPTION: METE OUF21EEEU 91Efl IM A REPLAT OF PRICE ADDITION TO OKEECHOBEE CITY, AS RECORDED IN PLAT BOOK 2, PAGE 17, AND UNPLATTED LANDS; LOCATED IN THE SOUTHEAST 1/4, SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST; OKEECHOBEE COUNTY, FLORIDA CERTIFICATION OF OWNERSHIP & DEDICATION, STATE OF RRIDA C DI, ONEECHEME ACCEPTANCE OF DEDICATIONS- OUA: ME LTED NOR BEEERVAN AND SHOYM HEREON. AND HEREBY ACCEPTS ITS MANTEMAATI CHE AS TTA FORT SAME AS STATED HEREON ICE OBITGATWNS ER DATED THIS _ DAY OF ____ 2023. PARK STREET OKEECHOBEE. LEE. A RONpt UNITED LMBIUTY COMPANY, THE OWNER OF THE ABOVE -DESCRIBED LARD. BY ITS DULY ELECTED NA.VAMA. ONES HEREBY RENCAM AND NESEINE ME FOLLOWING: WME55: WTNE55:BY: _____-... __ ME DIA75 THE DIWNAGE. MLIIY, SAMTARY SEWER, µo POiARIE WATER EASENENR AS SHOWII HEREON. ARE MOVE ALLY OEUNEO IN THE JDIIN H-..D R -PER OF CWENANTS. CON-, FµTHENTS. µD RESTRICTONS FOR PARR STREET WEMNCRM CENTER, RECORDED W ME PUBLIC PWNRT NAME PRINYED NAME ..CUT. OREC.TO.Y ECOROS OF OKECHMEE CWNO, FLORIDA s OUA ACKNOWLEDGEMENT: THE CROSS ACCESS EASEMENI AS SHOWN HEREON, IS MORE FULLY OEFWW N ME UECERAIION OF CO/ENM'IS. CONMICI , EASENENIS. STATE DF RORIM AND RESTRICTICHS FOR RANK STREET COMMERCE CENTER. RECOPOEO IN ME PURUC RECORDS OF OKEECHMEE COUNTY, FECWDA COUNTY R REECHREE MEDBk1I BEFORE ME. ME N MNSWNED AUTHORITY, PERSONALLY wPEMEO. - ME RIGNt-R-w.AK, TRACT -A'µD TRACT 'B'AS SHOWII NREW, R NORTHEAST 13TN AVENUE µ0 NORTHMSi MO S1RE, ARE HEREBY E%[WINE ONECIOR .THE OKEECHOBEE UTMY AVMOR111: I Ku i BE MF DE FEEU i0 ME KOUC, FOR LNORESS. ERESS, UTRUES, RARAR. µD O KRPOSES NOT INCONSISTENT -I THIS OEDICAIWN AND 1NMWUAL DESCHIBN N µD WHO EYECUMO ME FOREGOING CERTIFICATE OF DEDICATION, RfSERVAnON µD ME ME PERPETUAL MANTENA M MUCAMM OF ME COY R MEECHOME, REECHREF COUNTY. FLRIR. AND HE ONLY nCK1roWLEWED BEFORE. ME MAY HE F%FCURD SANE. IN BEHALF OF ME ME ROADWAY TRACT AS SHOIYN HERE.. is MIGNATED FOR FUTURE DEMCADDN TO ME PUBLW, FOB INGRESS, EGRESS, ITILTIES, MEMECHOBE UIILIIY AUMRIIY. 0.RNMG1, AND O PRPOSFS -1 IKCR9O1ENr I. IRIS DEDICATION µ1 NESFRVAIION AND STALL BE THE PERPETML MAAIENANCE ESS MY HAYO µD IMF- SEAL Al REECHREE COUNTY, FECHNIA INS _ DAY DB=Tror OF CITY R REECEgBEE MEECHMME COUNTY, FLORIDA UPON W TION (AT A UTR AYE). TINE CURRENT MANTENA. E R ___. 2023DO . RESTRICTIONS FOR PMM EIREEM COOMMURM Y IS cE IER. AECORHU IN i EE PUeLCCOOF RECORDSS OF CONDITIONS. COUNTY. FIN CA BY:-_ _ _--_ MT COMEN.R OINK: NOTARY PUBIJC. STATE R FLORIDA AT 7. S -1. TRACT -A' A5'pEA WATER TRACT •B'AS EIgWN HERE., APC ACME FULLY NFINN IE THEE DECLUM-M. OF COVENANTS. I S. [AS(MFNTS. TRICIRxs FR PARR STREET CVIMMER[E LWRR, RfCRDEU w tHE PUBLIC RECORDS OF OKEfCH09EE NOTIFY $TARP: LWNTY. RORIM ON CLERK OF CIRCUIT COURT: ME MY AND TO µ0 FORCE MLAW B AND Pt SMWW NERER, ARE HEREBY UEDiM1FD 10 THE MEECHOAND THE F RCE MA IV, FR ESS µ0 EGflE55. LONSIRUCMRL AND PERPETUAL MAMENANCE R FAMNCS R SAD LIFT STANCH AND THE FORGET MAN. STAiF R RRWA OFn_Ao.igw COUNTY OF REEGRREE ME RCLAMTION R COVEIWIR, CONOIIONS. EASENENtS, AND RESTRICTIONS FOR PACK SATE COMMERCE CENTER, IS RECORDED IN THE I _A. D. RYANT. CLERK OF CIRCUIT COURT AND COMPTROLLER R MET— ^UNX: RECORDS C' OKEEOWBEE WUNTY. FLORIDA. -TY. FLORID DO HEREBY C-111 THAT MIS PLAT WAS FRED [M RECORD R MF PARK STREETT RCEROOEE. LLC. A FLM" UUME, LABILITY COMPACT ____ DAT R ----- I— W PUT BUM PAGE WIHESS: WMESS_- A PARCEL OF LAND AVCWgND ALL OF THE RICE ACONT TO MEECHOBEE .,.. ALCRONG ICI MYLWER'S FRINRO NINE PRINTED NAME PRATED NAME MLACE E PLAT THENER. AS RECORDED IN PT BOOR 2, AT PA1] OF ME ME RECORDS R ACCEPTANCE BY CITY COUNCIL: STATER REEROBEE COUNTY. ROINDA AND A PRTIOI Of ME UMPLATICU LANDS OF MST HALF R MEFLORIDA SOUTHKET ONE-WARTER (1/A) OF ME SOUMEAST ONE -WARIER (1/4) R SECTION 15. -11 R OHEECHCBM HNIALSSII JI MI OE 35 EASY, MEECHOSEE COUNTY. FLORIDA.BFFNG HERE PAR1S2 ARLV DEDICATION ACKNOWLEDGEMENT COWENCE AT ME SWMNE51 CClMER R ME SCU MEAST ONE-WARIR (I/9) CORNEA R SAID li IS HEREBY CRTFIR THAT THIS FLAT HAS BEEN OFFICIALLY APFROL£D FOR RECORD BY STATE OF a- ME CITY CWNGL FOR THE CITY OF MEECHREE. RRroA. INS ___ DAY R SECTOR 15. 1MTNCE FORM B9T9'21• EAST ALONG ME SWAP LINE OF SAID SECTOR 15. A COUNTY R OKEECNOBEE 202J. NO C-OPUI)OT RIGHTS ARE RANTED SOLELY BY ME E4CUTR DISTANCE OF 660.10 MT. µD RELRP'NG R MIS PUT. ALL PORCHASERS ARE RESPONSIBLE FOR STAINING µY MENDE NONIN 00-414 NEST, A DISIµCE R 69.21 FEET TO A POINT ON ME NORTH BEFORE ME. THE UNORSIONEO ARNOWTY PERSONALLY APPEARED. _ MANAGER R PARK SIRE OREECHMEMLLC.A NECESSARY STATE R LDCA PEREd µD UCENSES PRIM TO DEVELOPMENT. FURTHER, RICHT-R-WAY UNE R STATE ROAD TO AS PER RCAWA OEPARTUENT R TRANSPORTATION RO-UMMD WWUNCOMPAN( TO ME KNOWN l0 BE YK AO ATHAE DESCRIBED W NA IWq F%ECUFED ME TMECOWG CERRiIGTF R � APPROVAL OF EARS PLAT CRSTMTEE µ ABAMUMMI R MOBIEY SIRFMT NHIR RIONT-R-WAY AM SECTOR 910](H251A ANO TFE PONT R BE@URNGE pFOYAPOR AND 1E OULT AACKNOAXDMO BEFORE ME THAT HE EYECUTED SAME, AS SUCH RFMIT FOR µD N BEHALF OF SALON SIRE FRESENRY LIES UNMPROVEO AND UNUTRII. W ME PLAT R PULE "T "' THIS REPLAT MNL ""ATE ALL R1CHi5 ANDUSE TO ME PREWWAY RATTED NOBLE, THENCE CW.UE NORTH RlA'IA' NEST. A DISTANCE R 524.7I FEET: COMPANYSINE.. MEHCE SOUTH 891 9AW NEST, A DISTANCE R 1116.30 FEET TO A POINT ON ME HEST LINER WTNESS MY HWD AND OFFICIAL SEAL AT ME£CNOBEC COUNTY, FLORIDA THIS DAY'R __, 2D23. THE REST HALF (1/2) OF ME EAST HALF (1/2) OF ME SOUTNMLST NNE -WARTS (1/A) OF MC SOUTHEAST ONE WARTEN (1/1) R SAW SECT..5; NOTARY KOLFC. STAR R RRIM AT URGE THENCE NORM "" 14- REEr ALONGW M SAID LINE. A DISTANCE OFB1S.35 FEET ICI A POINT AN UNE PARALLEL WM ANO SOR FEE'sWlll OF ME NORM LINE OFME SDUMNEST W(1/A) OF SOLIINEAST ONE -WASTER (1/A) OF SECTW 15: MY CWMISSroN EYPMFS:_ NOTARY STAMP: MENCE NMM B9'19'H0• EAST ALONG SAID PARALLEL LINE. A .1-CE R 6]2.0' FEET TO A POINT W IRE EAST LIFE R SOUMWES' CIE -WARIER (1/1) R ME SOUTHEAST WE-WMTR (1/4) E SAID sEcnW 1s: SWAP RTB'M" EAST ALONG MS' UNE A DISTANCE 8F FEET TO A PONY ACCEPTANCE OF DEDICATIONS- CITY OF OKEECHOBEE- ON ORT W ME NFSiERLv [%TENSION R ME NRMEALT TIGHT-R-WAY UNE R NORTHEAST 2ND STREET E NO STALE R FLORIDA MEMCE NORTH II.M B' NEST AL.G SAID WESIRLY EYtENSKN. A gSTAKE OF 28.lI iCEI 10 CITY R MfERREE. COUNTY R RE,ROBEF TIE INIE DIN WM ME BESMFLY WORT-R-WAY LIFT R NORTHEAST 13M AMMUF FORMERLY LINCOLN STREET PER KAT ROW 2. AT PAR 17 R THE PANIC RECORDS R MEECHOME COUNTY. FLORIDA: ME CITY R WEECHOOM HEREBY ACCRTS THE OECDCARONS M RCSENYATIONS 'IS MAINTENANCE OBLI MHWS FOR SAME AS STATED HEREON. AS STATED AND s OAH HEREON. AND IRACAY ACCEPTS MEN CE SOUM 00'26'27' EAST ALOUD SAW WSTERLY RIGHT-R-WAY LINE. A DISTARR R ]R.B6 CET TO THE NMM FN -R-WAY LINO R STATE ROAD ]0: DATED THIS __ DAY R THENCE SWAP 89'49'32- MEST ALONG SAID NORM -I --WAY LONE A DISTANCE R -.16 FEET TO THE POINT R I EONNWD. WTNEn ___ WARE. BY, SAD ANDS TYING IN NEC ODM CWN1Y. FLORIDA µD CONTAINING 16.151 ACRES TIRE R LESS. PRINTED NAME PRINTED NAPE OONUNG R, KIFORD 3L SURVEYOR'S NOTES: YAYM. CITY CGUNCIL BEAWNOS SHOAT HERE. ARE BASED ON GWD FORTE AND ARC REFEREHMD TO THE FLRIOA STATE PUNS CORONAIE SYSTEM. EAST NNE NORTH AMRICAN DATUM R I98 3. I011 ACKNOWLEDGEMENT: ADJUSMENI. ME BEAARRO BASE FM IONS SURV IS THE SWAP UNE OF SECTOR 15. TOVINSHIP ]F REM. M. ME 35p AST. SAID UNE BARS NORTHB9'19'21- EAST AND ALL OTHER STATE OF FLMEM RAIARE COUNTY R OKEC_E THE COOROw IMS SH AM HERE. ARE REFERENRD TO THE A. -A STATE PARE COMMUTE BEER, K. ME UNORSI.FD AUINMTY. PERsdNA.LY APPEARED. OOWUND R. wATFCTO JR, MAYOR OF THE CM OF MEECHREE. TO W SYSTEM. EAST ZONE NORM AMERICµ DATUM R "a 2011 ADMMENT (NAM3/2011), AS KNOWN 10 BE MC'I-- DESCRIBED IN AND NIO IXECUTCD TE FOREDOOIO CERTREATE R DEpMAtgN, AND THEY EACH ONLY ESTNWS'IEA USING REAL-TME KINEMATIC OLRA POSITOMNG SYSTEM (RAC RS) SURVEY ARNOIAECMD BEFORE ME TAT THEY E%ECUfED SAME. AS SUCH RFOR µD IN BENlF OF FSAID CRPOFAlION. Z OLDS. ALL pSTµ.S SHOWN HEAE. ARE IN RW U.S. SMMEv FEE'. 9RpxG S,1BAM5 SHAY BE n5 ARPROVEO BY OR CIFMFF[HOBEE. i1.OfiDA. MMESS MY HAND AND OIFKAAL SELL AT MEECHMEE COUNTY. FLORKpV THIS _ MY OF W23. NOTARY K9UC, STAR R M1RW.A AT LAPGE bK ➢ET' THIS PLAT, AS RECORDED IN ITS RAPHIC [RAC. IS ME OFFICIAL RPICFON R ME M C.WSSWN E%PIKES: ______-- NOTARY STAMP: SUBD MIM TY y M OTHER HEREON AND WEAL W NO [IRGUMSIA Y T BE SUPPLBE AD IN AESTINC BY µY ARE NOT RECORDED OR qN Mi FARM R MAY AY B THERE MAY BE ADDITIONAL RE5IRILTONS THAT ARE NOT RF.CDRDED R Mil Mn' MBT NAY BE [OIND IN ME KBU[ DO 1 R..-D A; NAYM. CITY -Ce. ATTEST: LACE GAWOIEA CITY CLEAR:.11 R CMEEROBEE. FLONOA CITY ATTORNEY: STALE R FLORIDA -1 R MEECHREE IT IS HRRY CERTIFIED THAT ME FORGOING PLAT 15 MPBOVED AS TO FAY. BT: DATE: JWN J. NMEAO: CITY ATTORNEY: CITY R MEEMOSEE. FLORIDA ME UNORSIGNED. __ WM FEE k EEE RE COMPA1 DULY INENSED IN ME STAR R -1GOES HEREBY CERTIFY THAT. AS OF ME _. DAY CE __ 2C., (A) THE RECORD I'D. 0 NNE LAND As WSCRWED AW SNOMN HEREON IS N ME NAME R PARK SIRE MEECNREE. U.C. A FLORIDA I WRED 1AARR I Y RUFANw ME ENTITY EXECUTING ME MINCATI., (B) MRTSUnNT TO FLMBH% STATUTE 197,192 Aft WES HA BEEN PAD THROUGH ME YEAR 2022. (C) ALL MORTGAGES NOT SATISFIED OR RELEASED OF RECORD UKUNU RF ME LAN -MUSEE➢ NERER µET AS I.LOAS I. NO NCRYDM 5 ARE RECORDED. GEE k M. PLLC _ R NW 2NU STREET / OKEECHOBEE. FL 34972 / \ CITY SURVEYOR: STATE R FLORIDA COUNTY OF MEECHREE \ I 11 IS KA.1 CEAT IX MAT WgERSFCN. SRKYOR AND MAPPER ONLY LICENSED W TIE STATE R FLORIDA HAS REWEKD THIS PLAT FOR CONFORMITY WM THE REGULATIONS R CHAPTER 111. PART L RORIDA SFATUlES. eINMC' NAME: PRRESSKNA SURVEYOR AND MAPPER "..A L1RNs NUMBER SURVEYOR'S CERTIFICATION: CRECT REPflESENIATIM R A SUNV£Y MADE UNDER Nv RESPONSIBLE DIRECTION AND SVPRM OA; MAT SAW SUHVET IS ACCURATE TD ME BEST R MY KNOMLEOM AND BRrtF; THAT PERMATENT REFERENCE MONUMENTS ACCRgNG TO SECTOR ).LOOT.FLORIDA �.HAA MEN ANA ENREO tlY..MAEMNCONMOPON1S ACCRDNG TO SECT. I]].091(9J. ROREA STATUTES GULL BE sT ANOIT UNDENRYTKFL THATR1.TK S RWY PLAT CWPUES Y N BALL ANTS. SKYEY REOUREMEN . R `AFTER IT]. R.IDA STAMIR. AS AMENDED. MIS _ DAY R ____ IO2l. CITY ENGINEER: STATE R -IOA PRRARD E. BASHES MPLAITAC OM ONAL SUF AMID SUR vR CC(NITY OF MEECHREE _ STATER RMWA UCENSE NO. ]0T� ` / It IS HEREOY CLAPFIED THAT THE FRaCIC PLAT IS AS TO MORN. APPRUVEO RCITY I I CITY CIEAIt � I L1FlIR ------ DAZE:___ / PRINTED NAME: PRRESSIOIA ENDINfER \ `-' \" FLORIDAu[EHSE NVMBR __ SHEET 1 OF 2 P&MM 11�54G3EM M)M 1CMIR A REPLAT OF PRICE ADDITION TO OKEECHOBEE CITY, AS RECORDED IN PLAT BOOK 2, PAGE 17, AND UNPLATTED LANDS; LOCATED IN THE SOUTHEAST 1/4, STAEOF RD IDA cauxtt a oxEEaoaEF; __ _ —- SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST I — — I MI5 PLAI xA5 BEEN EKED fM OKEECHOBEE COUNTY, FLORIDA I_ T------ Q,..p�DAVO EDUx D.0) A»UD»LY _____o__ ,�o aJE--- l -- ----- ah ----- -- o-- -----dal -- —--� or,CC�ar:--- J-77`9 , E ^ '» DEWtt CEERK -- Dx.XE IITu AV[MDE IfnA+INDirt os-N'A1�— I �- J oerwP r�� xwTr 1 1 .r � 3 � waurn r» w E „emu, \r• rE A �11 W I JI .u•. NL r^ 4»� ,r. S ,.xrc Y°' i �—________________' a ff � I g1�? un� ��s. I —_____ AddsynN 3 I M I N s J 1 I . r.»,». ,u N•, .wncw. 1 ._..'.".� .v e ; I I rtux»• I I l7 �. E 1 - €" o Ln'g�ms s _____________________________ I� I 1 ..»r•,. we _ I I � y rl 1 .1 ________________________ _____________ t n • L______- oum-.van•n•- _ - — — — I €------------------- ---- - 1 .q I 3 1 .... I Q C •a.rn J'l 14� r E -IRIS Anrrv•-rx' I 1 p 1 r'T'I x..r.r.,. 9 ' - .o•ras »•.» 31 - - n-Nm I•. I I Ix3 x rjes 1�� II "'"r rurmo � 3 • ! __ ___1 ________ ___J _ ---- __ _______J- n..,,r,>n� Ilan I �� - xaru,.•asu.n• - '� esE »w -jl � �11 srw.rrn+ nn. ui ad@ ».•vm I lQ 1 •�- Ii I rzuxo� r.+x� IS.. 111 --------------------------.__ —_ --� ......+.» -il' nw•uu •v E,s.ls —� I ' er wnr.rurwnuM n n. xn.rm, n,r ». •. aru. EuulExrE unu,TAsnxlruvs s,E ws AccEWscA Ix•.NETADL6m, YS. x x— GRAPHIC SCALE -- — � SHEET 2 OF 2- 1 NORTH 0 200 SCALE FEET Z rm DCC z Z C m CULVER'S PROJECT BOUNDARY '" a r! 65. (m y SITE AERIAL EXHIBIT - CULVER'S OKEECHOBEE, FL Kimke;'%yjr)>> Horn Park Street Commerce Center Master Storm System Storm Report by AMERICAN CIVIL ENGINEERING CO. 44000010 John J Herbert IV, PE #84698 5/24/2023 American Civil Engineering Co. Stormwater Summary Park Street Commerce Center 5/24/2023 SJRWMD #: Basin Size: 16.65 AC (Total Site) Special Basin Criteria: Lake Okeechobee (+50%treatment over standard SFWMD criteria) Wetlands: #56-00002-M Bluefield Ranch Mitigation Bank Hydraulic Soils: Manatee #6 Type B/D (77%), Immokalee #11 Type B/D (23%) Impervious Area: 0.05 AC existing, 6.80 AC Total Impervious Area Treatment Volume Required: 1.5 " over basin or 2.5" x % impervious plus 50% Peak Design Storm: 100 Yr — 72 hr Pre vs Post Discharge: 5-133 Basin 15.6 cfs/SM for 25YR-72HR storm or 0.36 cfs, proposed 0 cfs Pond Volume: Dry Pond 4.938 AF (22 Top, 17.60 Bottom) , Wet Pond 4.07 AF (20 Top, 15 NWL) Pond Recovery: 72 hours Seasonal High Groundwater Elevation: 14.50 elv. (See Geotech Report) FEMA: Zone X (12093C0480C - 7/16/2016) Slopes: 4:1 Dry pond Maintenance Berm: 10 ft Fencing: No fence proposed Iw r. R:V ,, r 71 a # oft r . ��a1i1 U f TA4 at 01. _ �AAdz ,nFrr.rr, 2► y • CAI 'Jim IR jr'w Frrtllllr' w f? t• l7•�iCi 1 yam,. J �•'R$, Irk t _. kim 71 z. TW -....y. /�1 •. '� a "� � . . i .. .. ..'. i -� • irk ��Iiv1 • • ' American Civil Engineering Co. Site Location / Existing Conditions: The project is 16.65 acres in size and located on 1000 East S.R.70 in the City of Okeechobee, Florida. The site is currently undeveloped apart from an unoccupied house in the back northeast corner. A man-made drainage swale has been cut through the center of the site emptying into Taylor Creek in the north. Several isolated wetlands are present on the property. Topography of the site flows from higher elevations in the east to lower elevations in the west, ultimately discharging north into the creek. During geotechnical investigations organic muck layers were discovered in portions of the site (approx. 27%) that correlated with higher water tables relative to the borings without muck. Proposed Conditions: Project proposes four individual commercial lots and city -controlled roadway created with master stormwater. Lot 1 (1 AC impervious) is proposed carwash, Lot 2 (1.5 AC impervious) is Culver's restaurant, Lot 3 & 4 have no current planned development but are still allotted 1.75 AC of impervious area each in the master system. The proposed roadway is allotted 0.80 AC of impervious in the same shared system. Water Quality: The site requires nutrient loading be met for Lake Okeechobee basin and includes 50% additional treatment volume over the standard requirements. SFWMD criteria of 1" over basin or 2.5" over percent impervious area (less roofs & wet ponds). The system is designed to exceed the required 2.13 AC -FT of dry retention over the basin providing 3.58 AC -Ft before discharging into the wet pond. All required treatment is met within the dry pond, additional treatment is provided in the wet pond further surpassing the requirements. Water Quantity: Rainfall tables used from SFWMD regarding the 10 year— 1 day (5"), 25 year — 3 day (9") and 100 year- 3 day (10") storm events were used to set the final elevations of roads and buildings via ICPR routing simulation. The proposed storm system maintains the 100 Year storm event with additional freeboard. No outfall is proposed. No Outfall — 100 YR — 72 Hour storm No Outfall — 25 YR — 72 Hour storm No Outfall — 10 YR — 24 Hour storm Dry Pond (elv) 21.57 21.30 19.76 Min Road Elevation = 19.76 provided min. road elv = 20.56 Wet Pond (elv) 18.95 18.09 15.53 American Civil Engineering Co. Water Discharge: No discharge is proposed, all storm events held within proposed storm system. System Recovery: Drawdown of the storm pond was performed using a 3-day recovery via groundwater with percolation rates at half rate given in geotech report. The dry pond holds 3.58 AC -FT at elevation 20.95 before discharging into the wet pond at the rear of the site for attenuation. The required treatment volume of 2.13 AC -FT recovers within the required 72 hour simulation with total recovery in 72 hour window equaling recovers 2.32 AC -FT Operation & Maintenance: Lots 1— 4 will be owned and operated by separate entities. The proposed roadway, storm easement and rear pond will be owned and operated by City of Okeechobee. rPond Storage VolumeNotes 17.6 37,464 0.860 0.000 18.0 41,429 0.951 0.362 19.0 451499 1.045 1.360 20.0 49,670 1.140 2.452 21.0 54,134 1 1.243 3.644 22.0 58,598 1.345 4.938 Rear Dry Pond TOP M11 lim Design Wier Elevation = - 20.95 ft Treatment Volume Provided = 3.584 ac-ft Wet °111 Stage I Storage- StageArea 6.0 7,866 0.181 1Notes 0.000 7.0 8,677 0.199 0.190 8.0 9,534 0.219 0.399 9.0 10,440 0.240 0.628 10.0 11,401 0.262 0.879 11.0 12,423 0.285 1.152 12.0 0.310 1.450 13.0 28,332 0.650 1.931 14.0 33,541 j 0.770 2.641 15.0 38,878 0.893 0.000 Waterline (2.641 AF vol) 16.0 44,343 1.018 0.955 17.0 49,929 1.146 0.000 18.0 55,619 1.277 1.212 19.0 61,409 1 1.410 2.555 20.0 � 11 No Outfall on Pond 70,882 1.627 4.073 TOP To ta Is 73 0.000 Time ofConcentration Assume Minimum 15minimum for all basins Treatment Volumes Basin Area 16.65 AC Impervious Area 41% 6.80 AC 1 1" over the development 1" x16.65 AC 1.420 AC -FT Add 50% 2.09 AC -FT 2 2.5" over % impervious area 2.5" x 41% x 16.65 AC 6.8 AC total Impervious 1.42" AC -FT Add 50% 2.130 AC -FT Impervious Area Accounted Lot 1 1.00 AC Lot 2 1.50 AC Lot 3 1.75 AC Lot 4 1.75 AC Roadway 0.80 AC Total 6.80 AC American Civil Engineering Co. PRE -BASIN MAP y y y OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER n S15-T37S•R35E G[.1 I I + a +` I v N 00 i I I 3 M +1 M N N I io'o I I I z� 0 I X a m N C I O IFli0 �• I + i �• I +�� `� � I Asa• . I II I I� MOBLEY STREET: 25.00' R/W' TO BE INCLUDED IN PLATTING (HATCHED AREA) I UNIMPROVED AND ABANDONED RIGHT-OF-WAY HAVING BEEN RECLAIMED UNDER THE CURRENT I PROPERTY OWNER PER THE REVERSIONARY CLAUSE I AS NOTED IN FLORIDA STATUTE 177.085 i I' I I, I/ I fIr Y `I +`b 6 16.151 ACRES f (VACANT) PARCEL 4 NE CORNER OF PRICE ADDI' FND 5/8" IRON ROD & STAMPED "HOOVER N89058'38"W 26.31'- FND 5/8" IRON ROD & CAP FND 5/8" IRON ROD & CAP STAMPED "NORTHSTAR LB 7217" rSTAMPING ILLEGIBLE +`b� 0.IY NORTH; 0.83' EAST OF PROPERTY CORNER ` FND 5/8" IRON ROD & CAP STAMPED "DEREN LB 74 SET 1/2" IRON ROD W/ ALUMINUM DISC STAMPED "PRM BSM LB M i.)" +�ba S89°58'38"E 336.94' (C) N: 1058174.43 S89°50'34"W 336.76' (D-PARCEL 3) E: 715850.67 FND 5/8" IRON ROD C/L NE 2ND STREET (F) 20 00' NO IDENTIFICATION VACATED C/L CENTER STREET (P) R. W (UNIMPROVED ROAD) PARC20. 00 EL 1 VACATED R,'W S89°58'38"E 285.75' _ _ 47.2;' ((')-� 47.7u' ICI(P1 _ 47.70' (C)(P) 47.70' (C)(P) �47.70' (C)(P) 47.70' (C)(P) 46.63' (P) I I i I PARCEL 1 © Io' o I N ell O U OHU WER & LIGHT EAST I I 40 1 23, PG. 524 +\� I I 6.00' FLORIDA POWER I III & LIGHT EASEMENT O.R.B. 109, PG. 983 _ _ I ILu I + EAST LINE OF THE WEST HALF + OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER S15-T37S-R35E I I I II I II I II I I I II I I I I E EAST HALF ST QUARTER ST QUARTER R35E I I I +\I 5 I\a p I wI I F I 2 i II FND 4X"ONCRTETE MONUMENT W/ 5/F N ROD NOIDL .IFICATION a SET 1/2" W/ ALUM] STAMPED 'PRM 13S NI A +1Q \� r \� + 16.151 ACRES f (VACANT) +\1 5 \a 5 +tip PARCEL 5 +\aa NORTH 668.71' OF THE EAST 1/2 OF THE EAST 1/2 OF THE SOUTHWEST I/4 OF THE SOUTHWEST I/4 American Civil Engineering Co. POST -BASIN MAP ZCl) ^ � U �A Q Q Co � O Z C o Q ti�0 0- C) 0 o 0 CO o 0 ZLO CO O� U A 111 a 0 112 o a Q N U o -jCro ww >g w2U� z0� CD J o n- Q O UN owl 58'38"W ?G 31' LU Lo zO �U� SUMP = 17.62 ST ( 2 ) 4' dia manhole Pip - e INV IN = 17.63 Pipe - (3) INV OUT = 17.62 RIM = 21.17 ST-2 SUMP = 18.10 FDOT P-2 curb inlet Pipe - (1) INV IN = 18.11 Pipe - (2) INV OUT = 18.10 RIM = 20.95 ST-10 FDOT Type-D SUMP = 18.25 outfall inlet Pipe - (9) INV OUT = 18.25 RIM = 20.56 SUMP = 17.10 ST-4 FDOT P-2 Pipe - (3) INV IN = 17.11 curb inlet Pipe - (9) INV IN = 17.20 Pipe - (4) INV OUT = 17.10 RIM = 20.56 ST-5 SUMP = 17.02 FDOT P-2 Pipe - (4) INV IN = 17.03 curb inlet Pipe - (5) INV OUT = 17.02 RIM = 19.34 ST-11 SUMP = 16.59 FDOT Type-D Pipe - (5) INV IN = 16.59 inlet Pipe - (8) INV OUT = 16.59 STx RIM = 19.25 FDOT Type-D SUMP = 15.25 inlet Pipe - (10) INV OUT = 15.25 RIM = 18.91 ST-12 SUMP = 16.16 FDOT Type-D Pipe - (8) INV IN = 16.16 inlet Pipe - (6) INV OUT = 16.16 RINI=1R7r, Pipe - Pipe - (5) 1 24' Pipe - (6) 1 24„ Pipe - (7) 24" Pipe - (8) 24" Pipe - (9) 24" Pipe - (10) 1 18" Pipe - (11) 1 18" Pipe material FDOT concr +%"0O \00 SW-5 PSE 17700 I RT 17.6' 37' 1 c w/ STAMPED "l LO —i Z c9 ID ------ + r. s. P� American Civil Engineering Co. FEMA MAP DNLf .X PRFGEPJGEW)BWWH :* FEMA fM 's `• ot 1 9`0 i +r tr.. ., logo 4 opt) „� s .CFI.. • � � �, i A64 PR + A� If s. w f 4b ~ +� F ' P 14 S 46 ► a t OF ►� • r aT4 dw - 1 wni LV\hQ�dN °rAt-I p R7,(J HrD/�L R� °/� #i}iS 9 5 $� LWK'4RJY$NK 4z?i3 s s 8 s $$ WODNRJ\pRZ(M MM &CFHpFR,-{pJG $JFDJ R DQQQD RIUHHIOffGlW<DFUDH G-BNKOFW VVKQFCHIR2N RJ ZWVK(aJD-a LLII-DJR OFWVM DFQIVDQJHLOHai: )dVVia,JH &YTZVU;Q/ SDM &OPipR;,EpJG 4 $J FDZVUKSDf+G p RG I-VN GH VVR 2 H+H s-H RV*V 4tN, SkDZV K)DR:GlAANGE1MH -H r 2" $JF-DR O LBD pR;G-TUG (IH V/ LYHM/ �f $kDR 8ZW-Ueo-GpR;G-EPJG �a - — - - &QCCi? 0 &OY}iJ W RJ &%RJRHEU ssssssi H4-HL'WRJ)DF+M0 &JFM/6-R✓ F;Q/ZW<MM&CCiH DM-J 94JFffH(DHD/VLFU &DA DD LJDDh-FVV -M s^ `AIHPRG(DWLWLF;CLQi 14 JPWRWG -AJL\KL wuL R:)IAXM\ — --- &UWVDD -AJDQhfW OAI-DLQi - IRLOH°/UkOLQi -GJRUDBK-F }CWNJH L LVVID CWD$'LLO®H RL.LW DnW$'CLOCFDH I UaG T 7rHS-QC-V3:)Q-GFOVWeBLVMDEEkJfJ-BM ,91-WV-OHqM-GRW IAA-U OMC3i-VQaNUHUR DDD�/VM:ULWD/VLYHSJF&UVVA0FfN R1 h4.V 26RBDL FV Z WKjDV WV=G/ I RJ VVM M R G-,LWm IOR?--eBJLI LW LVQa/VYR-GD/&kf L&G9-OFE 7W EM-MMIMRBDLWZWC)PVEM-M D:F-)YJD3 WVDCMJG/ 7WI0RGKPUGLQRJBM_F;QLVG-UL 6GG.UF RAJO\IURW4 YWRJLMAA-YH )jfZE\+-UYLR-V aJRrLG-GBD XV PJ; FVFfZJWrGR] DAJ 1) DDGG+VCRIV UHO FfVV RSV RJ O%UTUW VAIHN-UN WR VNKV MV H Clm, V\LR 7kiYDMHIF-PJV4-YHLQRJBM ROQRC HRJ &HP\V -UM-{} RCHDG]NDR6U WLR XVESLBHLVYR.GLI V"F;CHRJ RJHR VftIFD0F?QlEB FDFf�GRQRVCFs9-W, MA-MLOJ-U\ IORrJ;CHOM-DV OH}-M M:EDHH1J EBFJH�F;QG H FFfaVNLG{LVLILFUV )M,}O OeU DCG)fHIHPJvLYHGDMi OSLRWIRJ XFlEG-GDMX]i} Q-jGDJHVFDIRNEH>k-GIRJ URPODARJ\SdJ R,4-V °/Ea MDIVLR.DD lf� VVO R-DRJ� aADUHUR4l-GFAf;&U American Civil Engineering Co. SOIL MAP =StatWad 70 E USDA SOILS SURVEY 6—Manatee loamy fine sand, frequently ponded, 0 to 1 percent slopes 11—Immokalee fine sand, 0 to 2 percent slopes PROJECT: 1000 State Road 70, Okeechobee, Florida I SHEET 2 OF 2 W&IF' 401 IL AKt N u I N t t K I N LI DESIGN D BY: C.C.C. PERMIT #: "L-JAYL AND TESTIN C � PROJECT #: 2210339-soils DATE: 20221228 SCALE: NOT TO SCALE American Civil Engineering Co. ICPR Node Max Conditions Groundwater Recover 14.50 14.50 0.0000 4.06 0.00 0 Recover Recover 23.00 20.95-0.0010 0.00 4.06 j 53921 Node Max Conditions fScenarioll auWarning,Totalxr. POST WET POND 100YR-72HR Stage 20.00 18.95 Delta Stage 0.0010 InflowOutflow 15.34 r 0.00 64129 Post Dry Pond 100YR-72HR 22.00 21.57 0.0010 47.00 10.97 56689 Pre- Node 100YR-72HR 20.00 14.00 0.0000 27.00 0.00 0 POST WET POND 10YR-24HR 20.00 15.53 0.0003 5.46 0.00 42298 Post Dry Pond 10YR-24HR 22.00 19.76 0.0010 23.63 0.00 48646 Pre- Node IOYR-24HR 20.00 14.00 0.0000 7.23 0.00 0 POST WET POND 25YR-72HR 20.00 18.09 0.0010 8.46 0.00 58643 Post Dry Pond 25YR-72HR 22.00 21.30 0.0010 40.69 6.65 55482 Pre- Node 25YR-72HR 20.00 1 14.00 1 0.0000 22.73 0.00 0 C\Program Files\lcpr4.07.08\ICPR4_Examples\ACE PROJECTS\Park Street OKE - MASTER II\ 5/24/2023 1129 Scenario: Scenariol Node: Post Dry Pond Hydrograph Method: NRCS, Unit Hydrograph Infiltration Method: Curve Number Time of Concentration: 15.0000 min Max Allowable Q: 0.00 cfs Time Shift: 0,0000 hr Unit Hydrograph: UH323 Peaking Factor: 323.0 Area: 13.9400 ac Curve Number: 68.0 % Impervious: 0.00 % DCIA: 0.00 % Direct: 0.00 Rainfall Name: Comment: Scenario: Node: Hydrograph Method: Infiltration Method: Time of Concentration: Max Allowable Q: Time Shift: Unit Hydrograph: Peaking Factor: Area: Curve Number: % Impervious: % DCIA: % Direct: Rainfall Name: Comment: Scenariol POST WET POND NRCS Unit Hydrograph Curve Number 15.0000 min 0.00 cfs 0.0000 hr UH323 323.0 2.7120 ac 72.0 0.00 0.00 0.00 Simple Basin: PRE -BASIN Scenario: Scenariol Node: Pre- Node Hydrograph Method: NRCS Unit Hydrograph Infiltration Method: Curve Number Time of Concentration: 45.0000 min Max Allowable Q: 0.00 cfs C:\Program Files\lcpr4.07.08\ICPR4_Examples\ACE PROJECTS\Park Street OKE - MASTER II\ 5/24/202311:39 2 Comment: Comment: Time Shift: 0.0000 hr Unit Hydrograph: UH323 Peaking Factor: 323.0 Area: 16.6500 ac Curve Number: 58.0 % Impervious: 0.00 % DCIA: 0.00 % Direct: 0.00 Rainfall Name: Scenario: Recover Type: Time/Stage Base Flow: 0.00 cfs Initial Stage: 14.50 ft Warning Stage: 14.50 ft Boundary Stage: Scenario: Recover Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 20.95 ft Warning Stage: 23.00 ft 17.60 0.8600 37462 18.00 0.9510 41426 19.00 1.0450 45520 20.00 1.1400 49658 21.00 1.2430 54145 22.00 1.3450 58588 Comment: C\Program Fi1es\Icpr4. 07.08\ICPR4_Examp1es\ACE PROJECTS\Park Street OKE - MASTER II\ 524/2023 1139 3 Scenario: Scenariol Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 15.00 ft Warning Stage: 20.00 ft 15.00 0.8930 7738899 20.00 1.6270 2 Comment: Mv Scenario: Scenariol Type: Stage/Area Base Flow: 0.00 cfs Initial Stage: 17.60 ft Warning Stage: 22.00 ft 17.60 0.8600 37462 18.00 0.9510 41426 19.00 1.0450 45520 20.00 1.1400 49658 21.00 1.2430 54145 22.00 1.3450 58588 Comment: Node:.. Scenario: Scenariol Type: Time/Stage Base Flow: 0.00 cfs Initial Stage: 14.00 ft Warning Stage: 20.00 ft Boundary Stage: Rey. .: ._ Hour. A a98.Lft] rt Ittrt, ONECI tt Comment: C:\Program Files\lcpr4,07.08\ICPR4_Examples\ACE PROJECTS\Park Street OKE - MASTER II\ 5/24/2023 11:39 4 Percolation Link: L1 1' Scenario: Recover Surface Area Option: Vary Based on Stage/Area From Node: Recover Table To Node: Groundwater Vertical Flow Termination: Horizontal Flow Algorithm Link Count: 1 Perimeter 1: 1152.00 ft Flow Direction: Both Perimeter 2: 1602.00 ft Aquifer Base Elevation: 5.00 ft Perimeter 3: 2216.00 ft Water Table Elevation: 14.50 ft Distance P1 to P2: 50.00 ft Annual Recharge Rate: 0 ipy Distance P2 to P3: 100.00 ft Horizontal Conductivity: 7.500 fpd # of Cells PI to P2: 50 Vertical Conductivity: 6.500 fpd # of Cells P2 to P3: 50 Fillable Porosity: 0.250 Layer Thickness: 3.10 ft Comment: 1/2 the perc rate for FS .. Pipe D. •. Scenario: Scenariol Invert: 16.50 ft Invert: 13.00 ft From Node: Post Dry Pond Manning's N: 0.0120 Manning's N: 0.0120 To Node: POST WET POND Geometry: Circular Geometry: OrWar Link Count: 1 Max Depth: 1.50 ft Max Depth: 1.50 ft Flow Direction: Both :. . Solution: Combine Default: 0.00 ft Default: 0.00 ft Increments: 0 Op Table: Op Table: Pipe Count: 1 Ref Node: Ref Node: Damping: 0.0000 ft Manning's N: 0.0000 Manning's N: 0.0000 Length: 538.00 ft .. FHWA Code: 0 Default: 0.00 ft Default: 0.00 ft Entr Loss Coef: 0.00 Op Table: Op Table: Exit Loss Coef: 0.00 Ref Node: Ref Node: Bend Loss Coef: 0.00 Manning's N: 0.0000 Manning's N: 0.0000 Bend Location: 0.00 dec Energy Switch: Energy Pipe Comment: ComponentWeir Weir: 1 Bottom • Weir Count: 1 Default: 0.00 ft Weir Flow Direction: Both Op Table: Damping: 0.0000 ft Ref Node: Weir Type: Horizontal Geometry Type: Rectangular Default: 0.00 ft Invert: 20.95 ft Op Table: Control Elevation: 20.95 ft Ref Node: Max Depth: 2.00 ft Discharge .• Max Width: 3.00 ft Weir Default: 3.200 Fillet: 0.00 ft Weir Table: Orifice Default: 0.600 CAProgram Fi1es\Icpr4.07. 08\ICPR4_Examp1es\ACE PROJECTS\Park Street OKE - MASTER II\ 5/24/2023 1139 5 Orifice Table: Weir Comment: Drop Structure Comment: Simulation- Recover Scenario: Recover Run Date/Time: 5/24/2023 11:28:42 AM Program Version: ICPR4 4.07.08 Run Mode: Normal Year Month Day Hour [hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 72.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 lip, -r 0 10 10 0.0000 1 15.0000 0 10 10 1 0.0000 1 15.0000 Save Restart: False Resources & Lookup Tables. _ Rainfall Folder: Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: Folder: Green-Ampt Set: Vertical Layers Set: C:\Program Files\lcpr4.07.08\ICPR4_Examples\ACE PROJECTS\Park Street OKE - MASTER II\ 5/24/2023 11 39 Tolerances & Options Time Marching: SAOR Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Edge Length Option: Automatic Comment: 11 Scenario: Scenariol Run Date/Time: 5/24/2023 11:28:49 AM Program Version: ICPR4 4.07.08 Run Mode: Normal Impervious Set: IA Recovery Time: 24.0000 hr Smp/Man Basin Rain Global Opt: Rainfall Name: —SFWMD-72 Rainfall Amount: 0.00 in Storm Duration: 72.0000 hr Dflt Damping (1D): 0.0050 ft Min Node Srf Area 100 ft2 (1D): Energy Switch (1D): Energy Year Month Day Hour [hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 72.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 Output Time Increments Hydrology 0 0 0.0000 15.0000 6 C:\Program Fi1es\Icpr4.07.08\ICPR4_Examples\ACE PROJECTS\Park Street OKE - MASTER II\ 5/24/2023 11:39 7 Year Month Uay � 1 1 1 1 11 ^ 1111 Save Restart: False Rainfall Folder: Unit Hydrograph Folder: Time Marching: SAOR Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Edge Length Option: Automatic Resources & Lookup Tables Boundary Stage Set: Extern Hydrograph Set: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances & Options IA Recovery Time: 24.0000 hr Smp/Man Basin Rain Global Opt: Rainfall Name: —SFWMD-72 Rainfall Amount: 10.00 in Storm Duration: 72.0000 hr DFlt Damping (1D): 0.0050 ft Min Node Srf Area 100 ft2 (1D): Energy Switch (1D): Energy Comment: 1 Scenario: Scenariol Run Date/Time: 5/24/2023 11:28:59 AM Program Version: ICPR4 4.07.08 Run Mode: Normal Year Month Day Hour C \Program Fi1esucpr4 07 08\ICPR4_Examp1es\ACE PROJECTS\Park Street OKE - MASTER II\ 5/24/202311:39 8 Start Time: 0 0 0 0.0000 End Time: 0 0 0 24.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 Output 0 _ 10 10 1 0.00001 15.0000 10 10 10 I 0.00001 15.00001 Save Restart: False LookupResources & .. Rainfall Folder: Unit Hydrograph Folder: Boundary Stage Set: Extern Hydrograph Set: Curve Number Set: Green-Ampt Set: Vertical Layers Set: Impervious Set: Tolerances . Options Time Marching: SAOR IA RecoveryTime: 24.0000 hr Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Edge Length Option: Automatic Rainfall Name: —SCSII-24 Rainfall Amount: 5.00 in Storm Duration: 24.0000 hr Dflt Damping (1D): 0.0050 ft Min Node SrfArea 100 ft2 (1D): C \Program Fi1es\Icpr4.07. 08\ICPR4ExamplesWCE PROJECTS\Park Street OKE - MASTER II\ 5/24/2023 1139 9 Energy Switch (ID): Energy Comment: Simulation: 25YR-72HR Scenario: Scenariol Run Date/Time: 5/24/2023 11:29:01 AM Program Version: ICPR4 4.07.08 General Run Mode: Normal Year Month Day Hour [hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 72.0000 Hydrology [sec] Surface Hydraulics [sec] Min Calculation Time: 60.0000 0.1000 Max Calculation Time: 30.0000 0 0 0 0.00001 15.0000 0 0 0 10.0000 1 15.0000 Restart File Save Restart: False Resources & Lookup Tables Lookup Tables Resources Rainfall Folder: Boundary Stage Set: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set: C.\Program Fi1es\Icpr4.07.08\ICPR4 Examples\ACE PROJECTS\Park Street OKE - MASTER II\ 524/2023 11:39 Time Marching: SAOR Max Iterations: 6 Over -Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Max dZ: 1.0000 ft Link Optimizer Tol: 0.0001 ft Edge Length Option: Automatic Comment: IA Recovery Time: 24.0000 hr Smp/Man Basin Rain Global Opt: Rainfall Name: —SFWMD-72 Rainfall Amount: 9.00 in Storm Duration: 72.0000 hr Dflt Damping (1D): 0.0050 ft Min Node Srf Area 100 ft2 (1D): Energy Switch (1D): Energy 10 C\Program Fi1es\Icpr4.07. 08\ICPR4_Examples\ACE PROJECTS\Park Street OKE - MASTER II\ 5/24/2023 11 39 American Civil Engineering Co. 21.00 20.00 19.00 18.00 a� rn R N 17.00 16.00 15.00 14.00 Time [hrs] --t I - US Node Elev - Wetting Front - GWT atX=0.00 GWT atX=0.50 GWT atX=1.10 GWT atX=1.70 GWT atX=2.31 - GWT atX=3.51 - GWT atX=5.02 GWT atX=6.52 - GWT atX=9.53 - GWT at X = 12.54 - GWT at X = 18.56 GWT atX=24.58 GWT at X = 30.60 GWT atX=36.62 GWT atX=48.66 - GWT at X = 60.70 - GWT at X = 75.75 GWT atX=90.80 - GWT at X = 105.85 - GWT at X = 120.90 - GWT at X = 135.95 GWT at X = 151.00 C.\Program Files\lcpr4.07 08\ICPR4_Examples\ACE PROJECTS\Park Street OKE - MASTER II\ 5/24/2023 11:40 American Civil Engineering Co. GEOTEC --� EPO '- Headquarters IV OIL At ENGINEERING 11345 U.S. Highway 1 Sebastian, FL. 32958 Orlando 0 AW AND TESTING 723 Progress Way Sanford, FL. 32771 Workspace Collective Adam Ramsay 603 E. Fort King Street Ocala, FL 34471 Re: 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p Dear Mr. Ramsay: Mailing P.O. Box 78-1377 Sebastian, FL. 32978 Phone: 772-589-0712 C.A. # 5693 IKSMengineering.net December 30, 2022 As requested, KSM Engineering & Testing has performed a preliminary subsurface investigation at the referenced site. The purpose of this investigation was to determine the general nature of the subsurface conditions at the subject property and to offer preliminary guidance on the development of the property for its intended use. Presentation of the data gathered during the investigation, together with our geotechnical related opinions, are included in this report. Scope of Work and Professional Service Agreement: The scope of work and the agreement to perform a geotechnical exploration was provided by KSM's October 27, 2022, proposal to Workspace Collective, in care of Mr. Adam Ramsay. The agreement was signed by Mr. Ramsay on November 4, 2022 and was returned to KSM thereafter. Summary of Findings and Conclusions: The following is a summary of the principal findings and conclusions that are contained in this report, based on the results of KSM's subsurface exploration and analytical laboratory testing: • Within the depth of exploration, the property was underlain by generally weak (very loose to loose) near surface layer of granular material with an organic content varying from less than 5%, which is the typically accepted limit before a soil is considered problematic for construction, to 10.9%. When inherently problematic soils were encountered they were typically at the surface with an estimated thickness of 1 foot however several borings encountered problematic soil deposits to depths ranging from 1 to 6 feet below grade. Below the organic layer deposits of loose to medium dense cohesionless fine sand underlain by loose to medium dense clayey/silty fine sand were discovered. • The recorded depth to the surface of the groundwater body was very shallow and KSM expects that the surface of the wet season groundwater body will be at or near to the altitude of the existing land surface. Page 1 of 11 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p V' CA IL t ENGINEERING X%FJA A AND TESTING • The discovered subsurface conditions are expected to negatively impact the development of this property in that creation of a stable subgrade for support of the proposed dwellings and roadways will be difficult due to the combined effect of the expected shallow position of the groundwater surface, the excessive organic content and weak nature of the upper zones of soil. Specifically, we anticipate that the excavation and backfill of near surface organic deposits and the compaction of very loose subgrade soils may be difficult due to the shallow water table position. Consideration should also be given to scheduling the earthwork operations to be performed during the seasonally dry winter and spring months to decrease the amount of anticipated dewatering that will be required. • The installation of buried utility lines (i.e., stormwater piping, water supply lines, power lines, and telecommunication lines) are likely to involve excavation of trenches below the groundwater surface. Accordingly, dewatering of the trench excavations is likely to be necessary to enable the installation to be performed in dry conditions. • Given the existing weak nature of the subgrade soils, the foundations that support the new structures on this property should bear at elevations that are as shallow as practical, in order to contain the stress transmitted by the foundations within the compacted engineered fill soils that will be placed during the mass grading operations. Monolithic slab foundation systems are generally better suited to this situation than are conventional shallow spread footings and a separate slab -on -grade systems. The nature and extent of earthwork methods that would best suit this property will depend to a great extent on the details of the proposed grading and drainage plan. The development of the land into a retail development would benefit from the raising the land surface above the existing landform, by installation of structural fill, in order to enable the streets and structures to be supported above the seasonal groundwater levels, upon engineered fill materials. This report offers preliminary recommendations that assume that the landform will be raised a height of not less than 5 feet above the existing land surface. Site Description: Location & Physiography — The project site was located in Okeechobee, Florida, on State Route (SR) 70. At the time of the investigation, the site was found to have a generally flat topography. Vegetation on the site consisted mostly of light ground surface cover vegetation and many trees. Project Description: The following information is based, in part, on our review of the Conceptual Sizing Plans for "Park Prime Retail (22.10.10)" and "Plan Park Street Commerce Center (12.14.22)" by American Civil Engineering Co. Due to the preliminary nature of this project, it is our understanding that the development site plan has not been finalized. Please contact KSM to provide the most recent plans, so we can make any adjustments and review this report accordingly. Overall Development — It is our understanding that the proposed site may be developed with a typical low rise three-story commercial hotel structure, a one-story car wash building, a one- story commercial restaurant building and various one-story storage structures/canopies constructed on the property. As part of the overall development, two (2) ponds are proposed Page 2 of 11 1000 State Road 70 Okeechobee, Florida KSM Project # 2210339-b&p I' V IL Ir ENGINEERING 11mIJ4 /i AND TESTING for the purpose of stormwater management on the site. Typical pavement areas will consist of driveways and parking areas. The Scope of KSM's Study Included: 1. Performed soil borings within the approximate limits of the proposed structures and pavement areas, as well as in the proposed pond locations. 2. Measured the encountered groundwater level at each boring. 3. Reviewed the soil samples and field soil boring logs (by a geotechnical engineer) in our laboratory and assigned analytical laboratory testing to selected samples. 4. Performed the assigned analytical laboratory tests on the selected soil samples. 5. Evaluated the discovered subsurface conditions with respect to the construction of the proposed structures and roadways. 6. Prepared this preliminary report to document the data that was gathered, to present our findings and to present our preliminary recommendations. Site lnvestigation: Limitations — The preliminary opinions and recommendations are based on the discovered subsurface conditions in the locations of the performed tests. Subsurface Testing — KSM's site investigation program consisted of performing the following tests: • Twenty-nine (29) Standard Penetration Test (SPT) Borings, terminated at approximate depths ranging from 10 to 15 feet below the existing ground surface, were performed within the limits of the site. • Fifteen (15) Hand Auger (HA) Borings with corresponding Static Cone Penetrometer (SCP) Soundings, terminated at an approximate depth of 6 feet below the existing ground surface, were performed within the limits of the proposed pavement areas. • Two (2) SPT borings, denoted as PB, terminated at an approximate depth of 20 feet below the existing ground surface, were performed within the limits of the proposed stormwater management areas. SPT Borings — The SPT borings were performed in general accordance with procedures described in ASTM D1586. HA Borings — The HA borings were performed using a bucket auger tool to advance the borehole and to return disturbed samples of the soils. The drilling was performed in general accordance with the procedures delineated in ASTM D1452. SCP Soundings — Execution of a SCP sounding consists of pushing a thin steel shaft, with an attached 60°-conical point, by hand through the soil. The capacity of this tool to measure the relative density of the soil is directly related to the weight that is applied on the shaft by the technician that operates the tool. The thrust required to push the cone tip is measured by an Page 3of11 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p Tr C41 t ENGINEERING i1 BJAVL AND TESTING attached proving ring with a calibrated gauge. The value of the bearing pressure exerted by the cone point has been correlated with the relative soil density. The relationship of the SCP reading to the relative density is listed in the table below: Static Cone Penetrometer Relative Density Static Penetrometer Reading Very Loose or Soft <15 Loose 15-40 Medium Dense 40-70 Dense >70 Soil Classification — The field soil boring logs and recovered soil samples were transported to KSM's office from the project site. Following the completion of the field exploration activities, visual and tactile examination of the soil samples was performed by a geotechnical engineer to identify the engineering classification of the soil samples that were obtained in the field exploration. The visual classification of the samples was performed in general accordance with the current United Soil Classification System (ASTM D2487). General Subsurface Soil Classification Summary — The following table outlines the general subsurface conditions encountered during our investigation. Refer to the boring logs and location map for specific information regarding our interpretation of the field boring logs. Generalized Soil Profile Approximate Depth Below Grade Feet Discovered Subsurface Conditions Variable near surface soil conditions include: • Very loose sand with organic material (problematic soil 0 to 5 deposits) generally within 1 foot of the surface however some borings revealed problematic soil deposits to depths of 5 feet below grade; • Very loose to medium dense fine sand 6 to 15 Loose to medium -dense fine sand, slightly clayey/slightly silty sand, and clayey sand Observed Groundwater Table — Following the completion of each soil boring, the groundwater was allowed to attain an equilibrium level and the approximate depth to the surface of the groundwater was measured from existing ground elevation and recorded in the field log. The typical observed water table was encountered at approximate depths ranging from at or above the existing grade to depths of 5.3 feet below existing grade. These values were recorded at the time of investigation, which took place between the dates of November 21, 2022, and December 15, 2022. Page 4 of 11 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p Analytical Laboratory Testing: IV 019 ENGINEERING I%IJ LY1 AND TESTING Natural Moisture Content — Testing was performed in general accordance with procedures described in ASTM D2216-19. Fines Content — Testing was performed in general accordance with procedures described in ASTM D1140-17. Organic Content Tests — Testing was performed in general accordance with procedures described in ASTM D2974-20e1. Analytical Laboratory Testing Results Boring Sample Depth (ft) Soil Description Moisture /o o Fines o �o Organic Content % B-1 2 Gray Clayey Sand 19% 24% B-3 13 Brown Clayey Sand 22% 29% B-9 6 Dark Gray Slightly Clayey Sand 26% 5.2% B-10 2 Dark Brown Sand with Organics 34% B-11 6 Light Gray Sand 24% 1.2% B-19 6 Gray Slightly Silty Sand 35% 5.5% B-19 13 Gray Clayey Sand 25% 23% B-22 2 Gray Sand 17% 3.1 % B-24 2 Dark Gray Sand 34% 3.7% B-24 13 Brown Clayey Sand 2% 33% B-25 4 Brown Sand 31% 4.9% B-26 1 Dark Gray Sand with Traces of Roots 27% B-29 2 Brown Sand 22% 2.5% B-29 13 Brown Slightly Clayey Sand 29% 11% HA-2 1 Dark Gray Silty Sand with Organics 47% 7.9% HA-9 1 Dark Gray Silty Sand with Organics 45% 12% 8.0% HA-12 1 Dark Gray Sand, Slightly Silty with Organics 49% 10.9% Page 5of11 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p IV OIL t ENGINEERING JLXIJjY1 ANDTESTING Analytical Laboratory Testing Results (Continued) Boring Sample Depth Soil Description Moisture ° Fines ° Organic Content PB-1 3 Light Gray Slightly Silty Sand 27% 5.8% PB-1 5 Grayish Brown Sand 24% 3.7% PB-1 10 Grayish Brown Sand 25% 2.2% PB-1 12 Gray Slightly Clayey Sand 23% 9.8% P13-2 3 Light Gray Sand 25% 2.0% PB-2 5 Dark Gray Sand, Slightly Silty 24% 11% PB-2 7 Light Gray Sand 25% 0.6% PB-2 12 Gray Clayey Sand 22% 33% P13-2 16 Light Brown Clayey Sand 27% 19% PB-2 18 Light Gray Clayey Sand with Shell 13% 12% Fnr7inPerinc� F✓alil�tinn Based on the information obtained from this site investigation, we are pleased to offer the following evaluation: Limitations — Due to the preliminary nature of this project, KSM recommends that additional testing is performed within the development features once the final locations are known. The following information is preliminary and based on the initial conceptual site layout and may not correspond to the final design site layout. Seasonal Groundwater Fluctuation — The following table indicates the recorded measurement taken from the existing grade to the encountered groundwater table for each test location along with our estimated depth normal wet season water table and normal dry season water table depths (below existing grade) for the test locations. The measurements were taken after the borings were performed and the groundwater table was allowed to stabilize. Estimated Normal Season Groundwater Table Fluctuation Test Location (See Location Plan) Depth (feet,') Below Existing Grade Measured Encountered Groundwater Table Estimated Normal Wet Season Water Table Estimated Normal Dry Season Water Table P B-1 1.0' 0.3' 3.3' P B-2 2.4' 1.0' 4.0' Absent land surface elevation measurements at the boring locations, and assuming that the surface of the groundwater table is not steeply inclined, KSM has concluded that borings that Page 6 of 11 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p T&P CA Ik I ENGINEERING JLX f71VL AND TESTING featured deeper groundwater surface depths were likely to have been drilled at locations where the land surface altitude was above boring locations that featured shallower groundwater surface depth measurements, or that the range and depth of the water table elevation may be affected by the proximity of man-made or natural drainage features. Accordingly, as part of the design phase geotechnical studies, KSM recommends that the land surface elevation of the borings be surveyed to determine the approximate altitude of the groundwater surface, at the time that the measurements were made. Using that data, KSM can provide a more precise estimate of seasonal groundwater levels. Dewatering — Given the normal wet season groundwater surface level estimates, and assuming that KSM's estimates of the height of the fill stated in the "Project Description" section is accurate, it is KSM's preliminary opinion that the position of the groundwater table is unlikely to affect either the design or the installation of the shallow foundations that will support the dwellings constructed on this property. Conversely, KSM anticipates that the earthwork stage of site development will require the compaction and/or excavation of soils located below the groundwater surface. Additionally, excavations that are made to install buried utility lines could also require excavations below the groundwater surface. Accordingly, the earthwork contractor should recognize that temporary dewatering of excavations that penetrate below the prevailing groundwater surface will be necessary to allow the earthwork operations to be performed in dry conditions and plan his operations accordingly. Analysis and Opinions: Fill Suitability — Based on the discovered soils in the locations of PB-1 and PB-2, KSM offers the following recommendations on the suitability of fill deposits that will be used to rough grade the property in preparation for the installation of the roadway and utility networks and for the construction of the individual dwellings. • Fine sands deposits, which feature less than 5 percent "fines", are considered to be best suited as a structural fill source because they drain freely when excavated below the water table and are not as moisture sensitive as material that contains higher fines. • The slightly clayey/silty fine sands containing between 5 and 12 percent fines, are suitable as structural fill, but may require extra effort to be properly moisture conditioned and compacted. These soil deposits drain fairly well but will require more effort than the fine sand deposits above to create optimum moisture conditions in order to avoid compaction issues. Thinner lifts not exceeding 6 inches in loose thickness may be required for placement and compaction of these soils. • Clayey and/or silty fine sand deposits, (i.e., sand deposits that contain more than 12 percent fines, by weight) are typically not considered desirable for structural fill, due to their poor workability characteristics in comparison with sand deposits that feature fewer fines. Due to the moisture sensitive nature of these materials a substantial amount of time and effort would be required in order to improve their workability. The discovered clayey sand deposits may be more suitable for use as fill material in non- structural areas outside the building pad and within the pavement area footprint, and potentially as a stabilized subgrade component in the roadway pavement cross section. KSM recommends that the earthwork contractor use there materials selectively. Properly compacted, such materials can be used as structural fill, provided that the earthwork contractor is prepared to contend with the effort that will be Page 7of11 1000 State Road 70 Okeechobee, Florida KSM Project* 2210339-b&p T&P OIL t ENGINEERING JL%IJAV1 AND TESTING necessary to moisture condition and densify such soil deposits. Such efforts could include draining/drying of saturated soils before attempting compaction, reduction in the thickness of lifts that are compacted, and the use of non -vibratory compaction machinery. Soil deposits that featured organic contents greater than 5 percent should not be considered suitable soils for structural fill. Borrow Source Suitability Opinions — KSM assumes that the soil that is excavated to create the stormwater management basin will be used as a source of fill in creating the landform of the developed property. Based on the results of the field investigation, together with the analytical laboratory testing of the selected soil samples, KSM offers the following opinions: From the surface to an approximate depth of 10 feet below existing grade — Deposits of fine sand and slightly clayey/silty sand were discovered. These granular, low fines content deposits can be considered suitable for structural fill. From a depth of approximately 10 to 15 feet below existing grade — Deposits of clayey/silty sand were discovered. We anticipate that most of the excavated soils within this depth interval will feature fines contents that exceed 12 percent. These soil deposits are expected to be moisture sensitive soils, given their elevated fines content and the estimated shallow position of the surface of the wet season groundwater table. To avoid compaction -related issues during construction, it is KSM's opinion that excavated soils with elevated fines content should not be considered suitable as structural fill for building pads or in pavement areas. In no case should these materials be used in areas that are expected to contain septic drain fields, due to their expected low internal permeability. From a depth of approximately 15 to 20 feet below existing grade — Deposits of fine sand with shell and slightly silty/clayey sand were encountered. These granular, low fines content deposits can be considered suitable for structural fill. The contractor and civil engineer should coordinate to determine the appropriate methods for borrow source excavation. It is important to segregate the low -fines soil deposits from the near -surface clayey and silty sand deposits. Preliminary Utility and Storm Sewer Opinions — Due to the expected very shallow seasonal depth to the surface of the groundwater, we believe that difficulties may arise when installing any utility that will require trenching and/or that will rely on gravity flow. Trench excavations that encounter very loose subsurface materials may require over -excavation, typically to a depth of 1 foot below the utility subgrade elevation, backfilled with 3/-inch stone compacted to produce a firm, unyielding surface. Any excavated materials with elevated fines content will likely prove to be problematic if intended to be used as backfill. Blending of the excavated material with dry, clean fine sand may be necessary, but due to the time and effort required to properly blend these materials, for ease of construction and scheduling considerations, it may be advantageous to import clean, free -draining fine sand for use as utility trench backfill. Additionally, dewatering operations may be required in order to achieve proper backfill compaction requirements. Page 8 of 11 1000 State Road 70 Okeechobee, Florida KSM Project # 2210339-b&p IV V Ik I ENGINEERING 1%04Vi AND TESTING Analysis and Opinions : Preliminary Subgrade Opinions — Based on our experience in the area, the results of the borings, and KSM's understanding of the project, we believe that the current conditions of the near surface soils are problematic for development due to the high degree of variation between borings, elevated organic content, to the elevated fines content, to the very loose to loose condition of the near -surface soil deposits, and to the anticipated shallow depth to the groundwater table. Excavation of problematic soils and backfill of the exposed areas to create a stable platform for the expected fill deposits will require that temporary dewatering systems be installed to depress the groundwater level. Please note that estimating the vertical and horizontal limits of any problematic material was as part of our scope for this investigation. KSM recommends that a design level geotechnical investigation is performed on this site to aid in the development of design plans. Preliminary Minimum Roadway Opinions — It is our preliminary opinion that the discovered subsurface conditions are generally problematic to support a roadway subgrade. It appears that prior to the installation of the proposed roadway section, improvement of the existing subgrade can be achieved using a proper excavation and backfilling techniques. Additionally, the cost of dewatering should be considered. Provided that the subgrade is properly prepared and that the building pads are properly installed, it is KSM's opinion that the improved subgrade can support the proposed roadway section. The pavement should be designed for the anticipated axle weights, vehicle velocities, traffic mix and frequencies. Please refer to the following table for the minimum recommended pavement section. A minimum of 16 inches of separation should be maintained between the bottom of the base and the high -season water table. Pavement Type Flexible Minimum Pavement Section Material Layer Thickness (in) Standard Duty I Heavy Duty Florida DOT Asphalt Type 3 1.5 2.5 Base Course* (Min. LBR of 100) 6 10 Cemented Coquina Rock Stabilized Subgrade* (Min. LBR of 40) 12 12 * Compacted to minimum 98 percent of its modified dry Proctor value (AASHTO T180) Preliminary Foundation Opinions — In order for a shallow foundation to perform satisfactorily, it must be able to support the structural loads while limiting both total and differential settlement to tolerable values. It is our preliminary opinion that the discovered subsurface conditions are generally problematic to support a building pad subgrade. It appears that prior to the installation of the proposed buildings pads, improvement of the existing subgrade can be achieved using a proper excavation and backfilling techniques. Additionally, the cost of dewatering should be considered. Provided that the subgrade is properly prepared and that the building pads are properly installed, it is KSM's opinion that conventional shallow foundation systems are feasible to support the expected low-rise (3-story maximum) structures. Page 9 of 11 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p T&P 0Ik t ENGINEERING 1%&JAV1 AND TESTING For more precise building area site and roadway preparation recommendations, as well as recommendations pertaining to foundation design and settlement calculations, we recommend performing a design level investigation. KSM should be provided with the civil construction drawing set as well as the structural plans for review. Please see the section titled "Future Studies" for additional information. Estimated Aquifer Parameters: Limitations — Due to the preliminary nature of this project, KSM recommends that additional testing is performed within the proposed stormwater management features once the locations and elevations are better defined. The following information is preliminary and based on the initial stormwater management layout and may not correspond to the proposed stormwater management layout. Factor of Safety — KSM has not applied a factor of safety to the estimated aquifer parameters within this report. The Engineer of Record is responsible for applying the appropriate factor(s) of safety to the estimated aquifer parameters contained within this report for use in their design. For any stratum where the estimated flow rate exceeds 10 inches per hour (20 feet per day), we recommend that a design flow rate equal to 10 in/hr (20 ft/day) is used. In -Field Testing — At the test location, Usual Condition Test was performed in general conformance with the South Florida Water Management District described procedures for the `Usual Open -Hole Test' method. Estimated Aquifer Parameters — In -Field Testing Test Location Estimated Hydraulic Conductivity (CFS/SF- Ft Head) P-1 2.5 x 10-5 P-2 7.6 x 10-5 Laboratory Testing and Professional Judgement — Selected samples obtained from our site investigation were tested in our laboratory in general accordance with ASTM D2434, ASTM D1140-17 and ASTM C136. Estimated Aquifer Parameters — Laboratory Testing Test Location Stratum Depth Range ft Horizontal Saturated Flow Rate in/hr Vertical Saturated Flow Rate in/hr P-1 0.8 — 1.8 1.9 0.9 1.8 — 4.2 3.2 2.2 t P-2 0.0 — 4.5 7.0 5.8 t Estimation, reduction of estimated horizontal saturated flow rate applied. Page 10 of 11 1000 State Road 70 Okeechobee, Florida KSM Project #: 2210339-b&p IV 0Ik t ENGINEERING JL%F71M1 ANDTESTING Restrictive Stratum — Based on the results of our soil borings and the laboratory testing, in boring PB-1 we encountered a stratum which we estimate exhibit restrictive Flow rates relative to the overlying stratum, and are described below: • Deposits of Dark Gray Silty Sand with Organics encountered at an approximate depth range from the surface to 0.8 feet below grade. Future Studies: Design Phase Geotechnical Explorations — KSM recommends that a design -phase geotechnical exploration be performed to determine whether individual structures are underlain by any organic soil deposits or inherently problematic soils and to generate the subsurface data that is necessary to provide site specific foundation design and earthwork recommendations. Upon request, KSM will provide a detailed scope of work and cost proposal to address these features, based on the preliminary plan documents. Closure: Based upon KSM's subsurface investigation at the above -mentioned project location, the reliance of the preliminary opinions and recommendations presented within this signed and sealed report is predicated on KSM being engaged to perform design -basis geotechnical explorations and testing. The opinions and recommendations given in this report are preliminary and should not be used to create final plan documents and specifications. This report has been prepared in accordance with generally accepted soil and foundation engineering practices based on the results of the borings and the assumed loading conditions. No warranties, either expressed or implied, are intended or made. This report does not reflect any variations which may occur between the borings. If variations appear evident during construction, it will be necessary for you or your representative to engage KSM to perform any supplementary studies and to re-evaluate the recommendations made in this report. Environmental conditions, wetland delineation, karst activity, water quality, and municipal requirements were not a part of this study. KSM is pleased to have been of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please contact us. Respectfully, C LAWS 4O. '�IGENSF .• y i wz No. 91598 Christopher S. LeBrun, E.I. %�O STATE OF Geotechnical Engineer . Florida Lic. No. 1100022858 //'ss!ONAL. CCC/cv Email to: adam@workspace-collective.com Cody C. Clawson, P.E. Geotechnical Engineer Florida Lic. No. 91598 Page 11 of 11 KSM Engineering & Testing BORING NUMBER B-01 Box 78-1377 KSMP.O. Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p _ _ PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/15/22 COMPLETED 12/15/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR _ GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample V AT TIME OF DRILLING 2 0 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING - - NOTES See Attached Location Plan AFTER DRILLING -- w 8-1 w SPT N VALUE A U >- T } rn w w 20 40 60 80 PL MC LL w =(D O MATERIAL DESCRIPTION ~w J g ofo > �~0 j Q X t= z 0- 0— 0 0_ 5 of O - m O > f- 20 40 60 80 ❑ FINES CONTENT (%) ❑ C7 :EZ < U W Uz W z 0 20 40 60 80 Gray Slightly Clayey Sand SZ SS 1-2-2 .' Gray Clayey Sand SS X— 3-4-4 (8) 5 Brown Sand :.......:..... a ;.... 4-4-4 m•:..; o ............................... o ry Dark Brown Slightly Silty Sand zX. SS 3-2-2 (q) .......:.......a.......:....... 0 ....................................... 10 SS 3-4-4 (8) w z cn o Brown Sand X 15 SS (16) > Bottom of borehole at 15.0 feet. w f m Y_ U U S N U) m W J LL cn m Y_ Y O! N F C) m 5 0 Z z c? U) 0 Q. x m x U w F w W 0 KSM Engineering & Testing BORING NUMBER B-02 Bo1377 n7F L 32978 KSM S bas PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 12/14/22 COMPLETED 12/14/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample VAT TIME OF DRILLING 0.9 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING — NOTES See Attached Location Plan AFTER DRILLING - w o w •SPTNVALUEA U > U w w 20 40 60 80 PhMC LL = F c7 ~m _ wo �z� 2 ~� O MATERIAL DESCRIPTION g > Ci 0- �¢ � Z o F 0 20 40 60 80 o o Z w Co 0> U z Z Q Of ❑ FINES CONTENT (%) ❑ U) w o 0 a- 20 40 60 80 Dark Gray Sand Q ....................................... SS 1.1.1 Gray Sand SS 3-4-6 (10) ....................................... 5 a Light Gray Sand SS 7-7-8 m (15) .. Dark Gray Sand SS 6-5-5 (10) S :..•.. Z SS ....................................... 10 (9) Bottom of borehole at 10.0 feet. w z O rn c� m 0 N ry w w O U Y_ U 8 N ry En w LL Y_ Y rn N m N H 0 m Q J N 7 H N z _Z C7 U 0 O J a x m U w r O w O KSM Engineering &Testing BORING NUMBER B-03 KSM P.O. Box 78-13 Sebastian, FL 32 978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/15/22 COMPLETED 12/15/22 GROUND ELEVATION _ HOLE SIZE inches _ DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample _ VAT TIME OF DRILLING 1.2 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING --- w o w A SPT N VALUE A = v } > cn w w 20 40 60 80 o- Z v o O MATERIAL DESCRIPTION �w m mo w � CJ z- O� Q t= c z o PL MC LL o z OU m O Z w m 20 40 60 80 El FINES CONTENT (%) ❑ w 0 N w n- 20 40 60 80 :.• Dario Gray Sand : SS 1-1-2 :....... •• (3) ..... ........ ........ ........ Light Gray Sand :..... SS 6-7-7 ...................................... IL SS 6-7-6 h :.:::.. SS 5-6-5 . (11) 0 10 Dark Gray Sand SS 4-44-5 m.............................. o Clayey Sand 3-4-3 w 15 (7) ... > w Bottom of borehole at 15 0 feet. y m Y_ fN U S N cn m W J LL N Y rn b N °f N F- m 5 m 0 Z En 0 a m m x U W F O w O KSM Engineering & Testing BORING NUMBER B-04 Box 78-1377 KSMP.O. Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 12/12/22 COMPLETED 12/12/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample S-Z AT TIME OF DRILLING 1.0 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING -- w o of w A SPT N VALUE A U y o' } cn w w 20 40 60 80 w O MATERIAL DESCRIPTION L� o p m O j D n 20 0 60 80 Z � U Z w Q El FINES CONTENT (%) ❑ 0 a- 20 40 60 80 Dark Gray Sand with Organics SS 1-1-3 (4) Dark Gray Slightly Clayey Sand SS 4-5-6 (11) ... 5 :...:.:. Dark Gray Sand a SS.. 4-5-5 : m m m (10) o SS 577 :.......:....... z (14) 10 :..: w.. ... SS 556 (11) z m N Gray Sand SS 5-5-8 ....... .. ... 15 (13) > Bottom of borehole at 15.0 feet. w Y_ U U O O ry W w LL U) w Y_ Y rn N N N N H 0 m Q cn H F Z F J a x m x U w 0 O w KSM Engineering &Testing BORING NUMBER B-0J 8-1377 KSM Sebastian7FL 32978 PAGE 1 OF Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p _ PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/15/22 COMPLETED 12/15/22 GROUND ELEVATION _ HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING 2.1 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING -- wa o ofA SPT N VALUE A = ~" v a0 r ~m } wo cn w 3z� w F- 20 40 60 80 PL MC LL w O MATERIAL DESCRIPTION LU -j g > O O Z) Q O Z n • 0 O CL Z OV of CoO Z w } 20 40 60 80 ❑ FINES CONTENT (%) < w W Of 0 (- 20 40 60 80 Light Gray Sand V SS 2-2-3 i....... i....... - (5) ..... ....... c....... pl....................................... Gray Sand SS 4-5-5 (10)5 :......:.......:....... : a ro SS 4-5-5 ...: Light Gray Sand 8-9-9 .......................:.......:.... N h SS (18) SS 7-8-8 10 (16) w Bottom of borehole at 10.0 feet. z 0 rn m M O N w W J W N N Y_ cn U 8 N N W J LL Y_ Y N fD N O H O U m D 0 C- Cn z z c? w 0 J a x m x U w O w c� KSM Engineering & Testing BORING NUMBER B-06 KSMP.O. Box 78-1377 PAGE 1 OF 1 Sebastian, FL 32978 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 12/12/22 COMPLETED 12/12/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING 2.1 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING - w o Of w ♦ SPT N VALUE A c� � C > cn w w 20 40 60 80 PL MC LL —�--� �� ac7 O MATERIAL DESCRIPTION wm g wp > C! oz� � ¢ z a o o D O- -1 m O> 20 40 60 80 O Z v U? � w 0 ❑ FINES CONTENT (%) ❑ p o_ 20 40 60 80 Dark Gray Silty Sand with Organics (Muck) ... SZ SS (2) = Brown Sand with Traces of Organics SS 1-1-2 :.. (3) ............ .. 5 — a — SS 6-6-5 _ (11) m Brown Sand, Slightly Silty o SS 5-5-6 .... ... ... ... z 10 SS 6-7-7 o .... .. (14) w z Brown Sand 0 SS h 15 (8) > Bottom of borehole at 15.0 feet. ir w Y_ N U O N cn cn W J LL Ln Ln Y_ Y rn N N f 0 m 5 0 r z C7 r O a m U w r O w 0 a c� cn U S Y rn b tD N N O a x m x U w H O w 0 KSM Engineering8-1&Testing BORING NUMBER B-07 KSM P.O. Box 78-1377 Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER _2210339-b&p _ PROJECT LOCATION Okeechobee. Florida DATE STARTED 12/13/22 COMPLETED 12/13/22 GROUND ELEVATION _ HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING 1 2 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING --- _ a- o w A SPT N VALUE ^ _ CL o_ F w -j j w 20 40 60 80 PLi LL w O MATERIAL DESCRIPTION w > a w Q 0 z Q �z Ova m0Z w }� 20 40 60 80 O FINES CONTENT (%) ❑ v w o 0 o- 20 40 60 80 Dark Gray Sand SS 1-1-2 (3) ..... ........ :....... ........ ....... Light Gray Sand SS 4-4-7 (11) •;::•: SS 3-4-5 ..................................... :•..:: • (9) :.......:.......:.......:...... ::. SS 4-4-4 ..................................... (8) 10 SS 4-5-5 ......................... ....... Gray Sand 15 ::: ;:: SS 954 ....... (9) Bottom of borehole at 15.0 feet. KSM Engineering & Testing BORING NUMBER B-08 sF KSM Sebastian, L 32978 1377 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/13/22 COMPLETED 12/13/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample Q AT TIME OF DRILLING 1.1 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING - w o Lu w ♦ SPT N VALUE A U } Of U) w w 20 40 60 80 w x Q O MATERIAL DESCRIPTION >O n 0-1 ii m O> of 20 0♦ 60 80 z w U z w 0 El FINES CONTENT (%) El n a_ 2n 40 60 80 Dark Gray Sand SS 1_1_2 :.......:.......:.......:....... (3) Gray Sand SS 4-4-5 (9) .... SS q_4.3 ...................................... :; ... SS(6) 2-2-4 ............... ....... ... .............. :....... :.......:....... ....... :.... SS 4-5-6 (11) Bottom of borehole at 10.0 feet. ". KSM Engineering & Testing BORING NUMBER B-09 Box 78-13 KSMP.O. Sebastian, FL 32978 PAGE 1 OF 1 Tel:(772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/15/22 COMPLETED _12/15/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample a AT TIME OF DRILLING 1.1 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING - a- A SPT N VALUE A U 20 40 60 80 a a� O MATERIAL DESCRIPTION ~m _ wo CY �z� O Q 0 �_� z a PL MC LL F---0—{ w O OU nf M O }" 20 40 60 80 0 Z Z W ❑ FINES CONTENT (%) El < u Ui Z � 0 0- 20 40 60 80 Dark Gray Sand ....................................... SS 1-1-3 (4) ..... SS 3-4-4 ;:... (8) 5 a ' " SS 4-4-5 :.......:.......:.......:....... m Dark Gray Slightly Silty Sand m (9) Light Gray Sand SS 5 8 9 ( ) z 0 010 SS 5-6-6 (12) > z N tr•'.:..: Dark Gray Sand with Traces of Gravel 5-5-5 - - ...... 15 :or . ' w SS (10) > Bottom of borehole at 15.0 feet. X w f m Y_ N U 8 N ry m w J LL g y Y of N t0 N rn N F- m Q O H U H Z U U H O a x m x U w 0 O w 0 KSM Engineering & Testing BORING NUMBER B-10 KSM S basBti n7 FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/15/22 COMPLETED 12/15/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING -- Ground Level LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING - w o w A SPT N VALUE A U r } cn w w 20 40 60 80 Fr IL = CL O MATERIAL DESCRIPTION ui W CO of~ W OJ Z Q 0 - a o o- 5 O - m O > 20 40 60 80 O z W U z w El FINES CONTENT (%) ❑ Of 0 a- 20 40 60 80 Dark Brown Sand with Organics SS 1-11 ....................................... (2) Dark Brown Silty Sand with Organics SS 1-1-2 (3) ...................................... ..... :....... :....... :............... a 5 :: Light Gray Sand .................................. .. SS 4-5-5 � m (10 ) ......:.......:.......:.......:....... .... N Dark Gray Sand SS (10) ' z ...................................... a 10 SS 566 :....... :....... (1 2) ....... z w c� Gray Sand SS 3-4-4 15 (8) > Bottom of borehole at 15.0 feet. w m Y_ N U O N Ln Ln W J LL N Y Y N H Qm J F- z z U Vl H O J a m U w r O w 0 KSM Engineering & Testing BORING NUMBER B-11 KSM S bastian, F L 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p _ PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/15/22 COMPLETED 12/15/22 _ GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING 0.8 ft LOGGED BY DC/CW CHECKED BY CCC _ AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING - o w A SPT N VALUE A v aw 20 40 60 80 ax a0 O MATERIAL DESCRIPTION ~m w _ L > a �z--1 O Q 0 O -'c z C PL MC LL 0� w o 2 a� O D coO> � n 20 40 60 80 C7 2z U Uz W >- ❑ FINES CONTENT (%) El < Lu w o 0 a- 9n en an an Dark Gray Slightly Silty Sand SS 1-1-2 ....................................... (3) Dark Gray Sand with Traces of Roots ...... :.............. ....... :....... SS 1-1-2 (3) ..... :....... :....... ....... :....... SS 4-5-5 Gray Sand m � (10) . Light Gray Sand N SS 599 . : 0 10 :; .,:::: Dark Gray Sand SS ..............:.......:.......:....... z_ (15) ................................... J Q...,' W .......... ............................. C'1 N Light Gray Slightly Clayey Sand 2-2-2 W 15 rz; (4) M Bottom of borehole at 15.0 feet. US1 L 0 u u u KSM Engineering & Testing BORING NUMBER B-12 KSMP.O. Box 78-1377 PAGE 1 OF 1 Sebastian, FL 32978 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 12/15/22 COMPLETED 12/15/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample Q AT TIME OF DRILLING 1.8 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING --- w o Of w A SPT N VALUE A O } 0� } cn w w 20 40 60 80 PL MC LL �� =c� O MATERIAL DESCRIPTION ~m J g _ w0 > 0 �z� O Q O �� z Q o -j a- D 0— m 0 > 20 40 60 80 O < z � O ? uj z Q ❑ FINES CONTENT (%) El Ljj a- 20 40 60 80 Dario Gray Sand :. SL SS 1-2-3 _ (5) Dark Gray Slightly Silty Sand 4-5-5 SS (10) 5 .:.:: Dario Gray Sand SS 4-4-4 a m (8) .. ... 0 SS 4-5-7 . o :: '.. Gray Sand 6-7-7 ................... .. SS (14) En Bottom of borehole at 10.0 feet. z O m rn m 0 N Ir w w W N (n Y_ Cn U O ❑ N m W J LL In In ]C m N YCD N N m N N H m Q N H U) I z_ m H O a m U w 0 O w C� KSM Engineering &Testing BORING NUMBER B-13 Box78-13 KSMP.O. Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/15/22 COMPLETED 12/15/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample V AT TIME OF DRILLING 1.2 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING --- ui o w A SPT N VALUE A _ CL w j � 20 40 60 80 F ^ ax w a O MATERIAL DESCRIPTION wm uj 0 F �z� O n Q 0 Z z n PL MC LL 0.__—� O O� m O Z w 20 40 60 80 IL Z ❑ FINES CONTENT (%) ❑ Q to of � z o 0 w a 20 40 60 80 Light Gray Sand SS 1-1-3 SS 4-5-5 X :. (10) •.. :.: SS 4-5-5 Gray Sand o SS ry 0 10 SS 6-6-7 (13) Z o N : Gray Slightly Clayey Sand 3-3-4 W 15 (7) > Bottom of borehole at 15.0 feet. w w Y_ N U S N ry w J LL N Y_ ]C °I tU N N F- m 3 0 m Z c� 0 J a 2 m U w H O w KSM Engineering & Testing BORING NUMBER B-14 x 78-1377 KSM Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/13/22 COMPLETED 12/13/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING 2.0 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING - w o ♦ SPT N VALUE A U r o r U) w w 20 40 60 80 L MC LL w p MATERIAL DESCRIPTION a p i J O> of a 20 40 60�80 o c7 Z U z < � w 0 ❑ FINES CONTENT (%) El 0 0 20 40 60 80 Light Gray Sand SZ SS - (6) :.: Brown Sand 6-7-7 SS (14) 5 W Light Gray Sand m 7-10-10 SS (20) Gray Sand ry SS 3-4-4 (8) .. .... X SS 10 (13) Bottom of borehole at 10.0 feet. W z 0 m 0 h w m w Y_ U O O N W N Y_ Y N OI N H m 5 0 z z c� 0 a x m x U w F O w C7 KSM Engineering & Testing BORING NUMBER B-15 KSM S bastian, F L 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/14/22 COMPLETED 12/14/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample V] AT TIME OF DRILLING 2.3 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING w o w A SPT N VALUE A U of >- _ cn w w 20 40 60 80 PL MC LL —� I a =U a 0 MATERIAL DESCRIPTION m W C wo 0 0z- O Q 0 ~� z a W" p Oof M0§ }� 20 40 60 80 �Z w ❑ FINES CONTENT (%) ❑ Q W z Of 0 co uj a 20 40 60 80 Light Gray Sand SS 1-1-5 :: •': •: SZ (6) Ss 5-8-10 Dark Brown Sand (18) .... ............................. 5 0 a ..: ,.. SS 7-7-9 m SS 8-6-5 (11) z 0 a F 10 Light Gray Sand in z SS 5-4-6 (10) ... :....... :.......:....... :..... 0 ....... :....... :....... :....... :....... m o Gray Slightly Silty Sand V 6 5-4 :.......:.......:........... 15 (9) ui Bottom of borehole at 15.0 feet. w N Y_ N U 8 N Lu w J LL N Y rn N H :i CL 5 cn D 0 Z z vn 0 0 J IL m U W N O w LD KSM Engineering & Testing BORING NUMBER B-16 P.O. Box 78-1377 KSM Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/13/22 COMPLETED 12/13/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING -- LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING --- w a w ♦ SPT N VALUE A U r r U w w 20 40 60 80 F- r 0-0 MATERIAL DESCRIPTION w J Co Of w 0 O j Q O Z c�i PN M:�L ui of o 5 O- m O> a 20 40 60 80 C3 Z U ? w W of El CONTENT (%) El 0 0- 20 40 60 80 Gray Sand :.: SS 1-1-2 ....................................... (3) Light Gray Sand SS 5-6 6 ... .. 5 ::': Gray Sand, Slightly Silty m SS 7(881)0 .. .. ... ... o SS 4-8-7 :.......:....... z (1 5) .: ....... :....... 10 SS 653 :.......::....... N (8) ...... ....... W Z J_ .. ❑ .......:............................... o Gray Clayey Sand rs ................... 15 (10) > Bottom of borehole at 15.0 feet. ir w Y_ N U O ❑ N N W LL N Y_ Y OI N Ol N H c� m Q 7 ❑ F- N H Z_ N H O a m x U w 0 O w O KSM Engineering & Testing BORING NUMBER B-17 Box 78-1377 KSMP.O. Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/15/22 COMPLETED 12/15/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample Q AT TIME OF DRILLING 2.0 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING -- o H A SPT N VALUE A U a ~w of 20 40 60 80 PL MC LL F -- ♦� C� a 0 MATERIAL DESCRIPTION -i� > d �~Z) O Z) Q 2 of �c z n w p a D O Co O> F— 20 40 60 80 C7 U z FINES CONTENT (%) ❑ <z � w o 0 0- 20 40 60 80 Dark Gray Sand SZ SS 1-2-2 ....................................... Gray Sand SS 4-5-5 5 0 SS 4-3-3 m m (6) :.......:.......:.......:....... Light Gray Sand SS 6-8-8 z (16) 10 SS 7-8-8 .;.... w J O O :. '..:. 8-9-8 SS 15 .: (17) Bottom of borehole at 15.0 feet. w Y_ N U 8 w J w U) N _Y Y rn to N C rn H O O °0 S U) 0 z en 0 J a x m x U w 0 O w C7 KSM Engineering & Testing BORING NUMBER B-18 KSM Sebastian. FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/15/22 COMPLETED 12/15/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING 1.8 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING - w o of A SPT N VALUE A U r Of r cn w w 20 40 60 80 Pi MC d a- O MATERIAL DESCRIPTION J M > a p Z Q O Z p v d O- m O> n 20 40 60 80 O z U Z Q ui z X o ❑ FINES CONTENT (%) ❑ 0 U) w 20 40 60 80 Dark Gray Slightly Silty Sand - SS 1-2-2 ....................................... (4) SS 3-4-4 Dark Gray Sand (8) ...... :....... :.......:......... ...... 5 a SS 4-5-7 m Light Gray Sand (12) .... - SS 5-6-7 h z (13) Dark Gray Sand 10 :. KSS 3-4-6 Cn w Light Gray Slightly Clayey Sand with Shell Fragments 4-5-6....... ' ....... • . 15 SS (11) > Bottom of borehole at 15.0 feet. w Y_ N U O h w Y_ Y m N m N N F- m 5 ❑ Z 0 a m U w H O w O KSM Engineering & Testing KSM P.O. Box 78-1377 Sebastian, FL 32978 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NUMBER 2210339-b&p DATE STARTED 12/15/22 COMPLETED 12/15/22 DRILLING CONTRACTOR DRILLING METHOD Split Spoon Sample LOGGED BY DC/CW CHECKED BY CCC NOTES See Attached Location Plan U w2 CL O MATERIAL DESCRIPTION o O BORING NUMBER B-19 PAGE 1 OF 1 PROJECT NAME 1000 State Road 70 PROJECT LOCATION Okeechobee Florida GROUND ELEVATION HOLE SIZE inches GROUND WATER LEVELS: V AT TIME OF DRILLING 1.8 ft AT END OF DRILLING --- __ AFTER DRILLING -- w o w A SPT N VALUE A CL 20 40 60 80 PL MC LL ~m LU _ w� (� �z—=i O �� z d 2 O IY m O> CL 20� 40 60 80 z w O? Lu z o ElFINES CONTENT (%) ❑ Cn d 9n An Fn Rn Light Gray Sand Gray Slightly Silty Sand 1-2-2 ................................. X SS (4) SS 4-5-5 ................................. (10) 5 SS 4-4-5 (9) SS 6-7-7 Gray Sand (14) 10 SS 6-5-5 (10) : Gray Clayey Sand 6-4-5 15 SS (9) Bottom of borehole at 15.0 feet. n 5 KSM Engineering &TestingP.O. BORING NUMBER B-20 Box 1377 KSM S bassi an78 L 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/15/22 COMPLETED 12/15/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING 2.0 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING -- w o w ♦ SPT N VALUE A v r of > Un w w 20 40 60 80 PL MC LL a a 0 MATERIAL DESCRIPTION w m J w a > 0 z-j Q p z w ❑ Q J UL � O J m O > Q. a ❑ 20 40 60 80 C7 z U U z ❑ FINES CONTENT (%) O Q � z of ❑ 0 U w UL 20 40 60 80 Dark Gray Sand :... SZ SS 1-1-2 .................... (3) SS 345 (9) 5 a SS 5-6-7 od (13) .. .............. .... Light Gray Sand N SS 7-8-8 ry z (16) 10 SS 6-6-7 J .:...' ° Gray Sand, Slightly Silty with Traces of Shell 4-4-4 .. 15 o SS (8) > Bottom of borehole at 15.0 feet. w g m Y_ N U O N ry w m Y_ Y rn N m N N f I7 m g Z 0 a x m U w 0 O w C� KSM Engineering & Testing BORING NUMBER B-21 8-1377 Box7FL KSM 5 bassti nP.O. 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 12/14/22 COMPLETED 12/14/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR _ GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample '14 AT TIME OF DRILLING 2.3 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING w o W A SPT N VALUE A U r of r cn w w tt 5 20 40 60 80 PL MC LL �, 0 �^ w _(D a 0 MATERIAL DESCRIPTION ~m Of a z� O D Q z X ~� z a o O� m O Z }" 20 40 60 80 CL Z w L o El FINES CONTENT (%) El 0 r¢ w a 20 40 60 80 Dark Gray Sand ,.. 1-1-2 ... SZ (3) SS 4-5-5 :.... • (10) :.......:........... 5 0 SS 566 ; m: <:'. • . Dark Brown Sand (12) :.......: 2 ...:..: :.:.:... Light Gray Sand SS 8-8-9 z (17) ....................................... 0 10 SS 8-7-9 (16) :. .: Gray Sand, Slightly Silty 5-3-4 ...... :....... :....... :...... ... 15 SS (7) r Bottom of borehole at 15.0 feet. w g Y_ N U S N i Lu W J W Y_ Y W N N Oi N N 0 m N 0 H En z Z_ C7 U F O J a m x U W H O w KSM Engineering & Testing BORING NUMBER B-22 1377 KSM Sebastian, F L 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/14/22 COMPLETED 12/14/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING 2.0 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING - w o of w ♦ SPT N VALUE A v a_ Of > cn w w 20 40 60 80 PL MC LL a =O O MATERIAL DESCRIPTION ~m _ wo > C7 0z-j O Q 0 � ~� W p o O� D m O> 20 40 60 80 O z U Z ❑ FINES CONTENT (%) ❑ Q W z Of a 0 U) w a_ 20 40 60 80 Gray Sand :,.• SZ SS 1-1-2 :.. (3) Dark Brown Sand SS 4-5-5 ...................................... 5 ...................................... a SS 4-5-6 m m (11) 0 SS 4-3-4 ...................................... h(7) z ...................................... o Brown Sand 10 SS 3-3-3 :....... :....... :....... :....... (6) ....... w Z ...................................... 0 :.......:............... Gray Slightly Silty Sand 6-6-7 :....... :....... :....... :....... 15 :. SS (13) > Bottom of borehole at 15.0 feet. w m Y_ N U O cn cn W Y_ Y m N N m N H m Q ❑ H H Z_ C7 N H O a m z U w 0 O w C7 KSM Engineering & Testing BORING NUMBER Box 78-13 KSMP.O. Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 12/14/22 COMPLETED 12/14/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample AT TIME OF DRILLING 2.4 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING --- w o of ASPTNVALUE A UCL_ cn w w 20 40 60 80 PL MC LL ~^ w a0 O MATERIAL DESCRIPTION wm LU M w� > O �z0 OJ Z¢ 2 0 ~� z a o a- D O m O> 1-20 40 60 80 U 2 z U U z w ❑ FINES CONTENT (%) [I < z 0 20 40 60 80 Dark Gray Sand SS ..................................... •.. SZ (2) SS X- 2-2-2 (4) .................................... 5 Light Gray Sand 0 SS m(1 m 2) :....... :....... :....... :....... SS 4-5-5 h z (10) 0 _ _...................:... 10 TSS 7-9-8 (17) z J rn N...... Gray Slightly Clayey Sand ... ... ............. ....... .... 15LLJ SS (6) Bottom of borehole at 15.0 feet. w Y_ 8 N ry Lu w J LL Zn N Y_ Y rn O N rn N F m 5 cn 0 F- z Z cn H J a m U w F- O w O KSM Engineering & Testing BORING NUMBER B-24 x 78-1377 KSM Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 11/22/22 COMPLETED 11/22/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample VAT TIME OF DRILLING 2.7 ft LOGGED BY SH/NV CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING -- w o W tt ♦ SPT N VALUE A U_ �m 5 20 40 60 80 PL MC LL ; --� �^ w =U O MATERIAL DESCRIPTION J wo > Ct �z� O 0 �c z o ❑ CL M O Z¢ m O z }" 20 40 60 80 U 0- z w ❑ FINES CONTENT (%) ❑ ¢ w of z ❑ 0 U) w 0_ 20 40 60 80 Gray Sand with Root :. ....... :...... ......... ........ ....... 1-0-1 VSS :.......:.............:....... Brown Sand (1) XSS 1-0-0 (0) 5 :,... SS(3) :............................. m :... SS 4-5-6 (11) z 10 •::• SS 7-8-10 — (18) w J o Brown Clayey Sand SS4-4-3 ............................ ... 15 (7) > Bottom of borehole at 15.0 feet. w y m Y_ 8 N h W J w Y m N N F- ai m g 0 rz 0 J a x m W W F O w c7 KSM Engineering & Testing BORING NUMBER B-25 Box 78-1377 KSMP.O. Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATESTARTED 11/21/22 COMPLETED 11/21/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD flit Spoon Sample AT TIME OF DRILLING 3.3 ft LOGGED BY NV/MH CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING -- w o w A SPT N VALUE A v w 20 40 60 80 PL�� iL w O MATERIAL DESCRIPTION J 2 > a O� Q Of z a p o- Z) O � o0 0 > r 20 40 60 80 C�2 z U z Lu 0 FINES CONTENT (%) 0 W w o 0 a 20 40 60 80 Brown Sand SS (2) SS 2-1-1 ;.... (2) 5 a SS 2-2-3 m (5) .... :....... :....... :....... :....... SS 3-4-6 z Light Brown Sand (10) ...................................... 0 ......... 10 SS 4-4-4 r m (8) > z -... .:, rn .:::: o Brown Clayey Sand .. ............................ SS 3-3-4 15 (7) Bottom of borehole at 15.0 feet. w U) m Y_ U U 8 N uj W J LL Y_ Y rn N N W N H m Q J f H Q J a 2 m x U w 0 U w U KSM Engineering & Testing BORING NUMBER B-26 Box 78-1377 KSMP.O. Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 12/14/22 COMPLETED 12/14/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample VAT TIME OF DRILLING 1.3 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING - w o w A SPT N VALUE A U r > v) w w 20 40 60 80 P� MC LL a a 0 MATERIAL DESCRIPTION W m w > 0 z-1 Q p z ui p J _J 2 o- � O �� m O > n 20 40 60 80 U <Z � U? w o ElFINES CONTENT (%) El 0 a_ gn an an an Dark Gray Sand with Roots Q SS 1-1-1 (2)...................................... Gray Sand SS 1-2-2 (4) ..................................... 5 L SS 3-4-4 a 0 n (8) SS 5-6-6 y (12) ............................... •.... 10 SS (14) Dark Gray Sand n u J n SS Gray Slightly Clayey Sand e 15 n c n .:•.:.;: Light Gray Sand with Shell 9-10-10 ..................................... L 20 .o. .. SS (20) L Bottom of borehole at 20.0 feet. um KSM Engineering & Testing BORING NUMBER B-27 x 78-1377 KSM Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 11/21/22 COMPLETED 11/21/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample -VAT TIME OF DRILLING 3.3 ft LOGGED BY NV/MH CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING - c- o w A SPT N VALUE A U r a >- U) w w 20 40 60 80 _ — a x =U a 0 MATERIAL DESCRIPTION ~m � g _ wo > 0 �ZJ O Z Q 0 F= - z a PL MC LL t—♦ � wv ¢_j a� O- m0> 20 40 60 80 iE z � U z Lu z [If ElFINES CONTENT (%) El Lu 0 a 20 40 60 80 Gray Sand ••. SS 1-2_3 ....................................... Brown Sand (5) ..................................... Q SS 222 5 a ,.. SS 2-3-4 m (7) o ...:.:_ SS 4-5-5 z Light Brown Sand (10) 0 10 SS 4-4-4 _ (8) z J m o Brown Clayey Sand • � •' SS 3-4-4 ...................................... 15 (8) Bottom of borehole at 15.0 feet. w Y Y_ U) U O N V) W W J w Y_ Y m N ON`1 N H ❑ (7 m g Z) O F N z Z_ fn F O a m U W H O w KSM Engineering & Testing BORING NUMBER B-28 P.O. Box 78-1377 KSM Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 11/21/22 COMPLETED 11/21/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample V AT TIME OF DRILLING 4.2 ft LOGGED BY NV/MH CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING --- uw o w ♦ SPT N VALUE A U r > v7 w w 20 40 60 80 PL MC LL —�--� �^ a_O a0 MATERIAL DESCRIPTION Wm _ wo > c3 �zD O Q 2 ~� z n p J 2E o O m O> F 20 40 60 80 C7 2z W Uz W � El FINES CONTENT (%) ❑ < u, w It 0 0_ 20 40 60 80 Dark Gray Sand ;. . SS Brown Sand (2) SZ 244 SS (8) 5 .. ... :.... 3-4-5 SS . m (9) o ...:... 8-8-9 SS z (17) O .. . ............................ 10 ` SS 8-9-10 (19) w z_ J o Brown Clayey Sand SS 15 :'X (6) > Bottom of borehole at 15.0 feet. W w cn Y_ cn U O N w W Cn Cn Y N N N H m Q 7 O H z Z_ C7 N r O a x m x U w H O w O KSM Engineering & Testing BORING NUMBER B-29 Box 1377 KSMP.O. S basstian78 L 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 11/21/22 COMPLETED 11/21/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD _Split Spoon Sample AT TIME OF DRILLING 5.3 ft LOGGED BY NV/MH CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING -- w a w A SPT N VALUE A U r Of r_ cn w w 20 40 60 80 PL MC LL —� o- Z =O a- O MATERIAL DESCRIPTION ~m J Of > c� �zZ) O Q � 0 ~� z o- pv J g o-D O- Z mO> F 20 40 60 80 (� Z U z < L w O FINES CONTENT (%) ❑ Q 0 0 20 40 60 80 Gray Sand ...• . SS 2-3-3 Brown Sand SS 2-2-2 ...................................... :..•.. (4) 5 a S7. .....:.......:.......:.. ..:.... SS 2-3-4 m m (7) ........ ........... ....... .... :. SS 445 . z 0 10 SS 454 :....................._:._ _ (9) z 0 ...... :....... :....... :....... :... rn o Brown Clayey Sand N4-4-4 SS :....... :....... :....... 15 (8) Bottom of borehole at 15.0 feet. W Y_ U U O O N w W LL N Y_ Y rn rn N H m 5 m O H y z Z_ 9 N F O a m U W 0 O W C7 KSM Engineering & Testing BORING NUMBER HA-01 Box 78-1377 KSMP.O. Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD AT TIME OF DRILLING -- 4" of Standing Water LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING w o w A SPT N VALUE A U r o r V) w w 20 40 60 80 L MC LL w V O MATERIAL DESCRIPTION o ii 2E p m O> of a 20 40~ 60 80 U? QZ W W Of ElFINES CONTENT (%) ❑ 0 a- 20 40 60 80 Dark Gray Slightly Silty Sand with Organics (Muck) 30 ....... :....... :.......:....... :....... Light Gray Sand 30 35 40 S 40 ....................................... Brown Sand a m Bottom of borehole at 6.0 feet. M m 0 N z z 0 a 0 w z 0 w m M 0 it w w cn m Y_ U U O O ry cn w U Y Y rn N N N H In a N 7 C, H N z Z_ C7 F O J a m U w 0 O w O KSM Engineering & Testing BORING NUMBER HA-02 KSMP.O. Box 78-1377PAGE 1 OF 1 Sebastian, FL 32978 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE inches _ DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD 1/7AT TIME OF DRILLING 1 3 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING NOTES See Attached Location Plan AFTER DRILLING --- w 9 1: 0 a O MATERIAL DESCRIPTION wa >- � ~ w o � Of j a � w � � � O� Q F w 2 0 � H c& z Q A SPT N VALUE A 20 40 60 80 PL MC LL o z Ov Co O Z w } v 20 40 60 80 ❑ FINES CONTENT (%) ❑ < u w Of Dark Gray Silty Sand with Light Gray Sand Brown Slightly Silty Sand Bottom of borehole at o_ 20 40 60 81 30 ....... :....... :................ 30 :....... :....... ....... : 35 ....... :....... :....... :.......: 35 ............................ 39 ........................... KSM Engineering & Testing BORING NUMBER HA-03 KSMP.O. Box 78-1377 PAGE 1 OF 1 Sebastian, FL 32978 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Q AT TIME OF DRILLING 1.7 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING - w o or w ♦ SPT N VALUE A c_> > > _ cn w w 20 40 60 80 PL MC LL 0 -- t =O O MATERIAL DESCRIPTION ~m g Of > C7 �z� O n Q 2 � �� z n o o- O � m O > t 20 40 60 80 El FINES CONTENT (%) El C� Q z W U? w of 0 � 20 40 60 80 Dark Gray Silty Sand with Organics 29 ....................................... V Light Gray Sand 30 30 25 Brown Slightly Silty Sand 5 35 ._ .. .. Bottom of borehole at 6.0 feet. KSM Engineering & Testing BORING NUMBER HA-04 (� /� P.O. Box 78-1377 K�J PAGE 1 OF 1 1► l Sebastian, tian, FL 32978 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective _ PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION _ _ HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD AT TIME OF DRILLING 1 6 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING --- w o of w A SPT N VALUE A U } of >- U w w 20 40 60 80 PL MC LL p �w Xp 3�� w CL MATERIAL DESCRIPTION a� p 0, m O> n 20r 40 0 80 0 Z W U z w Q O FINES CONTENT (%) ❑ 0 CL 20 40 60 80 Dark Gray Slightly Silty Sand with Some Organics :._ 30 ..... _.:.......:....... Light Gray Sand 35 ;.: 35 ....... :....... :........ .......:....... 5 35 Brown Slightly Silty Sand a m Bottom of borehole at 6.0 feet. 0 N z Z F Q F W J Z O m m M O N W W W En Y_ V) U O O N U) N W J LL Y_ Y m id N m N N m g 0 Z 0 a m x U w F O w c� KSM Engineering & Testing BORING NUMBER HA-05 Box 78-1377 KSMP.O Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD AT TIME OF DRILLING 1.4 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING - w o Of w ♦SPTNVALUE A U r r_ w w 20 40 60 80 PL MC LL p =U O MATERIAL DESCRIPTION ~m wo > C7 �z� OJ Q ~� z o w a O � m O> F 20 40 60 80 C7 Z U Z < � w Of El FINES CONTENT (%) El 0 0- 20 40 60 80 Dark Gray Silty Sand with Traces of Roots '... _ Light Gray Sand 32 ......................:....... 43 46 Brown Slightly Silty Sand 44 .......:.......:........................ 5 m Bottom of borehole at 6.0 feet. 0 N z 0 a 0 V) w Z O w rn M m 0 N ry w w N Y_ m U S N ry w J LL m Y rn N N N Ql N N i- m 3 0 Z 0 a m x U w r O w C7 KSM Engineering &Testing BORING NUMBER HA-06 x 1377 KSM S basso n78 L 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE _ inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD AT TIME OF DRILLING 1 2 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING -_-_- NOTES See Attached Location Plan AFTER DRILLING --- w o w A SPT IN VALUE A = U n o ui W of rn w w 20 40 60 80 P� M��L w O MATERIAL DESCRIPTION M j O Z Q 0 Z n o a.z OUP m0Z w �" 20 40 60 80 ❑ FINES CONTENT < w d J 20 40 60 80 Dark Gray Silty Sand with Traces of Roots - Light Gray Sand 34 ....... :....... :....... :....... :....... 40 = 40....... ....... :....... :....... :....... •' � `" 5 Brown Slightly Silty Sand :.` . 43 i i i ....................................... i n. C7 a 47 ................................ ....... ro a0 m Bottom of borehole at 6.0 feet. 0 N z Z F Q H N W J Z O rn 0 N W K W N Y_ U U O 0 N U) N W J LL Y rn iC N °I N N H m Q F H Z_ H 0 Q. x m x U W F O w U KSM Engineering & Testing BORING NUMBER HA-07 KS]� P.O. Box 78-1377 PAGE 1 OF 1 1V1 Sebastian, FL 32978 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD AT TIME OF DRILLING 2.8 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING -- w o w A SPT N VALUE A 0 o' >- U) w w 20 40 60 80 F_—�—�MC L a- a- 0 MATERIAL DESCRIPTION g > O O Q 0 Z" n wow �� a-D 0� v m0> : 20 40 60 80 C7 Q Z W U Z z ❑ FINES CONTENT (%) ❑ 0 U) w o_ o 20 40 60 80 Dark Gray Silty Sand with Organics (Muck) :....... :....... 34 .... ....... ....:....... Light Gray Sand 37 39 Brown Silty Sand a m Bottom of borehole at 6.0 feet. m 0 N Z H Q H W > Z_ J_ Q m M (h O ry w w Y_ N U O N ry w LL u) Y_ Y m N N W N H ❑ ni Q ❑ H N H Z_ C7 F d S U w 0 O w 0 KSM Engineering & Testing BORING NUMBER HA-08 P.O. Box 78-1377 KSM Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p _ PROJECT LOCATION Okeechobee, Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD _ L AT TIME OF DRILLING 2.8 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING -- _ NOTES See Attached Location Plan AFTER DRILLING w o w A SPT N VALUE A w Lu 20 40 60 80 o a- _ (D o O MATERIAL DESCRIPTION m J g of . w o Ct � ? z- OJ Q 2 0 c z a PL MC LL o CLZ OUOf m0Z w }" 20 40 60 80 O FINES CONTENT (%) O < w 0 20 40 60 80 Dark Gray Slightly Silty Sand with Some Organics Brown Sand 29 .......:.... .:.......:. _ _ .: ;.... 30 '. SZ 35 5 Light Brown Sand 35 :.......:.......:.....: ;..•... a 35 :.......:.......:. w m Bottom of borehole at 6.0 feet. m 0 N Z Q F Q (7 F N W > Z 0 rn M O N ry w w f Y_ N U 8 N N W J LL y Y_ Y 0 0 N m N H m 3 0 z z (n 0 J a x m x U W H O w O KSM Engineering & Testing BORING NUMBER HA-09 KSMP.O. Box 78-1377 PAGE 1 OF 1 Sebastian, FL 32978 TeL (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD VAT TIME OF DRILLING 1.2 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING --- w o 0-1 w A SPT N VALUE U r > U) w w 20 40 60 80 PIL �—•—�L a- Z� o- 00 MATERIAL DESCRIPTION J > C� 0 Z ¢ O z n o < � Q.- O � m 0 > of 20 40 60 80 C7 < Z W U ? w Q El CONTENT (%) ❑ 0 a_ 20 40 60 80 = Dark Gray Silty Sand with Some Organics :....... :....... :............... _ 8 ....... — g ....... :....... :.......:....... :....... — 29 .......:.......:.......:.......:....... Dark Gray Sand with Organic Debris 30 ....................... Brown Sand, Slightly Silty 5 a 31 C7 a m Bottom of borehole at 6.0 feet. m 0 N z Z O Q C� m w Z 0 rn n c� o_ N h it w W w U U) Y_ U U O O N ry y w N Y_ Y O r_ N rn N N H m Q 7 H N H Z_ m F O a m U w F O w O KSM Engineering &Testing BORING NUMBER HA-10 KSMP.O. Box 78-1377 Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 _ GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD _ V AT TIME OF DRILLING 2.3 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING --- d o w A SPT N VALUE A ^ _ CL w m > _ w o cn w 3 z � w t= 20 40 60 80 w O MATERIAL DESCRIPTION J2 >C'1 O�Q � Z PL MC LL (D 0- Z) �z O W C) m O > UZ t— W 20 40 60 80 El FINES CONTENT (%) 0 0 < W w Of d On en an on d..: •_: Dark Brown Sand with Root Light Gray Sand Bottom of borehole b 30 20 45 45 50 KSM Engineering & Testing BORING NUMBER HA-11 KSMP.O. Box 78-1377 PAGE 1 OF 1 Sebastian, FL 32978 TeL (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD AT TIME OF DRILLING 5.2 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING - w - w A SPT N VALUE A U_ EL of > _ of U w w 20 40 60 80 PL MC LL O MATERIAL DESCRIPTION m w g > O 3zD O� Q Ir ~� z a o d 0 O- m O> 20 40 60 80 O < Z w U z w o ❑FINES CONTENT (%) El 0 o_ 20 40 60 80 Gray Sand 16 21 .......:.......:.......:.......:....... 29 33 ........... :....... :........... .... Brown Sand 5 .:::: 40 ... ........... :...... ......... ........ - Light Brown Sand a m Bottom of borehole at 6.0 feet. m m 0 N z z O F O w w z 0 m M 0 N W w W N N Y_ U O ❑ N ry w Y_ Y O N N m N F ED m 5 In ❑ z z r O J a m w w F O w O KSM Engineering &Testing BORING NUMBER HA-12 x 71377 KSM Sebastian, F L 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida_ DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD V AT TIME OF DRILLING 2.3 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING -- Lu o of tt A SPT N VALUE A = v CL > r_ U) w w 5 20 40 60 80 a w„ d� O MATERIAL DESCRIPTION ~m w J It ) C7 �z-1 Q 0 ~� Z a PL MC LL i •-i o CL z 0 J Coo Z w } v 20 40 60 80 El FINES CONTENT (%) El W v w p 0 CL 20 40 60 80 Dark Gray Sand, Slightly Silty with Organics (Muck) 10 ......:... 30 .......i....... i ....... . - Light Gray Sandi..... 35 ............................. _ 50 ... ....:....... :....... :....... :.... .. 5 .: 50 .................................. Bottom of borehole at 6.0 feet. KSM Engineering & Testing BORING NUMBER HA-13 KSMP.O. Box 78-1377 PAGE 1 OF 1 Sebastian, FL 32978 TeL (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee, Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD �Z AT TIME OF DRILLING 2.0 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING NOTES See Attached Location Plan AFTER DRILLING -- 0Lu A SPT N VALUE A U r T r_ U w w 20 40 60 80 PL MC LL = �� (7 CL O MATERIAL DESCRIPTION ~m J g LLjof > C7 �zD O Q 0 _� z CL LU -j o- D 0— M O > � v 20 40 60 80 O < Z � U Z w Q ❑ FINES CONTENT (%) ❑ 0 0- 20 40 60 80 Dark Gray Silty Sand with Organics (Muck) :....... :....... :....... 28 ....... :....... Brown Sand 30 35 ....... :....... :....... :.......:....... 5 35 ...... :....... :....... :....... :....... Light Brown Sand a m Bottom of borehole at 6.0 feet. M m 0 N z z O f= c� m w z 0 rn r M 0 N h X w W w m Y_ N U O N ry W w m Y_ Y 0 0 N H 0 m 3 0 Z z 0 0 a x m U w r O w U KSM Engineering &Testing 1377 BORING NUMBER HA-14 KSM S bash n78 L 32978 PAGE 1 OF 1 Tel: (772) -589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective _ PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida _ DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD V AT TIME OF DRILLING 4.5 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING NOTES See Attached Location Plan AFTER DRILLING --- w o W A SPT N VALUE A ar U a0 o- ~m W0 0z� 0 ~� 20 40 60 80 PL MC LL O MATERIAL DESCRIPTION w� > C� O: a O Z v �_0_� a 0 2Z 0 of 0 m O> W 20 40 60 80 El FINES CONTENT (%) El W 0z W w o 0 0_ 20 40 60 80 Gray Sand with Traces of Root 116 29 ....... :....... :....... ........... 30 37 ................................... Brown Sand : 40 ....... • • . . SZ Light Brown Sand 5 CL 40 .......:.......:.......:.......:.. m m M 0 Bottom of borehole at 6.0 feet. 1' KSM Engineering & Testing BORING NUMBER HA-15 KSMP.O. Box 78-1377 PAGE 1 OF 1 Sebastian, FL 32978 Tel: (772)-589-0712 Fax:(772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 11/23/22 COMPLETED 11/23/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Q AT TIME OF DRILLING 5.2 ft LOGGED BY RC/MH CHECKED BY CCC AT END OF DRILLING --- NOTES See Attached Location Plan AFTER DRILLING --- w o W w ♦ SPT N VALUE A v_ r > U) w w 20 40 60 80 PL MC LL ♦60 �80 T-- =C� CL p MATERIAL DESCRIPTION ~Uj m _ wo �z� 2 ~� n w ii p m O> 20 0 0 c7 < z U z w o ❑ FINES CONTENT (%) ❑ 0 CL 20 40 60 80 a... Gray Sand with Buried Debris 42 a;%b 40 .... .... ... ... ... 38 ... ... ... .... Dark Brown Sand Brown Sand 5 '. a � 47 ....................................... L7 - a m Bottom of borehole at 6.0 feet. m 0 N z z O H Q C� w z 0 rn N n 0 N W > Cr W N V) VJ Y_ N U O IN V) w J LL N Y_ Y 0 0 N N H m 5 m ❑ z z O a m U w 0 O w O KSM Engineering & Testing BORING NUMBEK Fb-1 Box 78-1377 PAGE 1 OF 1 KSMP.O. Sebastian, FL 32978 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective _ PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p _ _ _ PROJECT LOCATION Okeechobee Florida DATE STARTED 12/13/22 COMPLETED 12/13/22 _ GROUND ELEVATION _ HOLE SIZE inches — —. DRILLING CONTRACTOR __ GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample _ _ VAT TIME OF DRILLING 1.0 ft-- LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING NOTES See Attached Location Plan AFTER DRILLING w o w A SPT N VALUE A v 20 40 60 80 PL MC LL T� C7 ~m J uj CY �z� O Q 0 �_� w p MATERIAL DESCRIPTION g n O S m O> F- 20 40 60 80 ❑ FINES CONTENT (%) ❑ O Q z w U z z d 90 40 60 80 Dark Gray Silty Sand with Organics (Muck) - Gray Sand, Slightly Silty 1-1-2 SS Light Gray Sand :.•: SS 6-9-5 :. (14) 5 .. Grayish Brown Silty Sand L9 SS 4-3-3 :.......:..............:..... a m (6) SS 3-3-4 ..... .. (7) .. SN z 0 3-3-3 ................... 10 SS (6) ......:.......:.......:............ U) z Gray Slightly Clayey Sand 4-4-3 SS(7) ...................................... o o '• SS 3-3-4 N (7 ......:....... Cr 15 Light Gray Slightly Silty Sand . . • .. .. ; cr(7) .. SS 3-4-3 :....... :....... .... ........ ........ Y SS 4-3-2 (5) 8 N SS 338 .. .... h W 20 Gray Sand with Shell (11) LL Bottom of borehole at 20.0 feet. Y_ Y 0 0 r I °] KSM Engineering & Testing BORING NUMBER PB-2 KSMP.O. Box 78-1377 PAGE 1 OF 1 Sebastian, FL 32978 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Workspace Collective PROJECT NAME 1000 State Road 70 PROJECT NUMBER 2210339-b&p PROJECT LOCATION Okeechobee Florida DATE STARTED 12/15/22 COMPLETED 12/15/22 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample Q AT TIME OF DRILLING 2.4 ft LOGGED BY DC/CW CHECKED BY CCC AT END OF DRILLING -- NOTES See Attached Location Plan AFTER DRILLING --- w o of w ♦ SPT N VALUE A 0 X co w w 20 40 60 80 PL MC LL i= _ =c� 0 MATERIAL DESCRIPTION m J _ wC3 > O 0z_j O� Q 0 0 Of —z z" � g o -1 o O � m 0 > 20 40 60 80 c7 < z � U z w o ❑ FINES CONTENT (%) El 0 a 20 40 60 80 Light Gray Sand ::..: SS 5-7-8 SS 10-12-10 (22) 5 Dark Gray Sand, Slightly Silty ::... SS 8-5-5 m Light Gray Sand o SS 5-6-6 .... ... ... ... z ..: 0 c� SS 6-7-8 ... ... Gray Clayey Sand SS (15)cn 0 o_ SS 5-2-2 :.. N (4) W15 Gray Slightly Clayey Sand 2-2-2 SS (4) . Light Gray Clayey Sand with Shell SS 1(2)1 B-12-29 ....... :..... .:....... ....... :...... . SS (41) vy 20 w Bottom of borehole at 20.0 feet. w Y Y 0 0 N N N F m 3 V) z z cn 0 J a x m U w 0 O w i 2 I r w Khv Ir M +tl i _. h: tj r.« r l DT j ",VT �r-LOCATION OF SOIL TESTING PROJECT: 1000 State Road 70, Okeechobee, Florida SHEET 1 OF 2 PERMIT #: PROJECT #: 2210339-b&p ENGINEERING DRAWN C.V. DESIGNEDD BY: C.C.C. AND TESTIN G DATE: 20221228 SCALE: NOT TO SCALE t k } ,4 3 Z fit __...._- `` ' rt war" USDA SOILS SURVEY 6—Manatee loamy fine sand, frequently ponded, 0 to 1 percent slopes 11—Immokalee fine sand, 0 to 2 percent slopes PROJECT: 1000 State Road 70, Okeechobee, Florida SHEET 2 OF 2 IL �° ENGINEERING DRAWN D C.V. DESIGNED BY: C.C.C. PERMIT #: ZVL AND TESTING DATE: 20221228 PROJECT #: 2210339-soils SCALE: NOT TO SCALE PARK STREET COMMERCE CENTER TRAFFIC STUDY OKEECHOBEE COUNTY, FLORIDA July 2023 BUCKHOLZ TRAFFIC BUCKHOLZ TRAFFIC 3585 KORI ROAD JACKSONVILLE, FLORIDA 32257 (904) 886-2171 jwbuckholz@aol.corn July 11, 2023 Mr. Johnny Herbert IV, P.E. American Civil Engineering Company 207 N. Moss Road / #211 Winter Springs, Florida 32708 Re: Park Street Commerce Center, Revised Traffic Study ®ear Mr. Herbert: Attached is the revised traffic study. if there are any questions or comments regarding this study, please contact me. Sincerely, Digitally signed by Jeffrey W.Buckholz ,1 DN: cn=Jeffrey W. i Buckholz, o=BUCKHOLZ TRAFFIC ENGINEERING, ;r /7 ou email=jwbuckholz@aol.c On c=US Date: 2023.07.11 12:45:31 -04'00' Jeffrey W. Buckholz, P.E., PTOE Principal This item has been digitally signed and sealed by Jeffrey W. Buckholz, P.E. on the date indicated on the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. PARK STREET COMMERCE CENTER TRAFFIC STUDY INTRODUCTION Page I This proposed mixed -use development will include a 4600 sf automated car wash, a 5000 sf fast food restaurant with drive-thru window, a 100 room hotel, 52 apartment units, and 10,000 sf of retail space. The fast food restaurant will open at 10 AM and the car wash will open at 9:00 AM. The development will be located in the northwest quadrant of the NE Park Street/SE 13'h Avenue intersection in Okeechobee, Florida. A cul-de-sac road that extends 13`h Avenue to the north will be installed on site property and access will be provided to the various land uses from this road. NE Park Street (SR 70) is a four lane divided urban major arterial with an FDOT access management classification of 7 and a posted speed limit of 35 mph. SE 131h Avenue is a two lane undivided local road with a posted speed limit of 25 mph. Figure 1 shows the site location and surrounding road network while Appendix A contains the proposed site plan. The development is expected to be complete and fully occupied by the end of 2024. Consequently, 2024 was chosen as the design year for this study. EXISTING TRAFFIC VOLUMES Weekday peak period manual turning movement counts were conducted by Buckholz Traffic personnel at the intersection of NE Park Street with SE 13`h Avenue and with the Hampton Inn driveway located west of SE 13`h Avenue. These counts, which are provided in Appendix B, were conducted during the weekday AM peak period (6:45-8:45 AM) and the weekday PM peak period (3:45 — 6:00 PM) with school in session. The data was recorded at 15-minute intervals and includes a separate tabulation for trucks and pedestrians. Figure 2 graphically summarizes the AM and PM peak hour traffic counts. Appendix C provides daily traffic volumes from two nearby FDOT traffic count stations on SR 70. The existing average daily traffic on NE Park Street in the vicinity of the site is about 29,000 vehicles per day. TRIP GENERATION Trip generation calculations were carried out using the I lth edition of ITE's Trip Generation Manual by referencing land use codes 948 (Automated Car Wash), 934 (Fast Food Restaurant with Drive-Thru Window), 312 (Business Hotel), 220 (Low Rise Multifamily Housing) and 822 (Strip Retail Plaza). Tables 1 through 5 contain the daily, AM peak hour, and PM peak hour trip generation calculations. During an average weekday the development is expected to generate 4424 trips (2212 entering and 2212 exiting) with 87 trips (36 entering and 51 exiting) occurring during the AM peak hour and 369 trips (193 entering and 176 exiting) occurring during the PM peak hour. SITE TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT Weekday AM and PM peak hour site trips for this commercial development were directionally distributed based on engineering judgment after reviewing the trip distribution percentages used in the 2020 traffic study for the nearby RaceTrac commercial development. The results are provided in Figures 3 and 4. BUCKHOLZ TRAFFIC PARK STREET COMMERCE CENTER TRAFFIC STUDY FUTURE TRAFFIC VOLUMES Page 2 The expected weekday 2024 peak hour background (No Build) traffic volumes and total (Build) traffic volumes at intersections of interest are graphically depicted in Figures 5 through 8. The No Build traffic volumes were obtained by multiplying the existing traffic volumes by the appropriate FDOT seasonal adjustment factor (0.96) and then by an annual growth rate. A linear regression analysis of FDOT daily traffic counts in the area (see graphs C-1 and C-2 in Appendix C) indicates that daily traffic volumes have been increasing at an average annual rate of 1.5% over recent years. The 2024 Build traffic volumes were obtained by adding the traffic generated by the new development to the 2024 No Build traffic volumes. TURN LANE EVALUATION A formal analysis was made to determine if a right turn lane is warranted on westbound NE Park Street at the two new roadways: NE 13`h Avenue and NE 12`h Avenue. The methodology contained in NCHRP Report 279 was used to conduct this analysis. As is indicated in Figures 9 and 10, right turn volumes under expected 2024 Build conditions will be high enough to warrant an exclusive right turn lane at NE 13`h Avenue but will not be high enough to warrant an exclusive right turn lane at NE 121h Avenue. However, NCHRP Report 420 - which requires 110 right turns per hour to warrant a right turn lane on a multi -lane roadway with a posted speed of 45 mph or less — does not support the installation of an exclusive right turn lane at either location. UNSIGNALIZED INTERSECTION CAPACITY ANALYSIS The NE Park Street/13th Avenue intersection and the NE Park Street/Hampton Inn Driveway/NE 121h Avenue intersection were analyzed using the two-way stop control methodology contained in the year 2023 version of the Highway Capacity Software. The supporting calculations are provided in Appendix D. Table 6 summarizes the capacity analysis results under existing conditions while Table 7 summarizes the capacity analysis results under 2024 Build conditions. All minor movements currently operate at level of service C or better during both weekday peak hours at the NE Park Street/SE 13`h Avenue intersection with minimal queuing and a volume -to -capacity ratio well below one. Under 2024 Build conditions at the new NE Park Street/13`h Avenue intersection with dual directional median opening all minor movements are expected to continue to operate at level of service C or better during both peak hours with minimal queuing and a volume -to -capacity ratio still well below one. At the NE Park Street/Hampton Inn Driveway intersection all minor movements currently operate at level of service B or better during both weekday peak hours with minimal queuing and a volume -to -capacity ratio well below one. Under 2024 Build conditions all minor movements at the NE Park Street/Hampton Inn Driveway/NE 12`h Avenue intersection are expected to operate at level of service C or better during both weekday peak hours — with one exception. The westbound left turn is expected to operate at level of service F during the PM peak hour. However, only moderate queuing and a volume -to -capacity ratio below one are expected for this movement movements. BUCKHOLZ TRAFFIC r , NE PARK ST. - - - - _ - - r I STOP C STOP L_ STOP STOP DIRECTIONAL MEDIAN OPENING Buckholz Traffic FIGURE I SITE LOCATION AND PROPOSED INTERSECTION LAYOUTS 7:15-8:15 AM 1162 1160 1164 4 1166 7 1167 SR 70 (:;-0 NE PARK ST. 911 K 913 2 N M N1 tLo HAMPTON INN DRIVEWAY 5:00-6:00 PM 1170 1170 20 0 SR 70 NE PARK ST 1283#j j� 1321 38 O OD L o t- HAMPTON INN DRIVEWAY 0 = CALCULATED VALUE = ILLEGAL TURN Buckholz Traffic 924 916 923 N f� 4� �l T� SE 32ND AVE. 1183 1 '� 22 4 1301 1281 -- ► 1298 N I� 15� SE 32ND AVE. FIGURE 2 TRAFFIC COUNTS WEEKDAY PEAK HOURS N N.T.S. F SE IOTHAVE. HAMPTON INN SE 13THAVE. DRIVEWAY FIGURE 3 SITE TRAFFIC ASSIGNMENT Buckholz Traffic WEEKDAY AM PEAK HOUR N J.T.S. I N V.T.S. SE IOTH AVE. HAMPTON INN SE 13TH AVE. DRIVEWAY FIGURE 4 �I I SITE TRAFFIC Co ASSIGNMENT Buckholz Traffic I WEEKDAY PM PEAK HOUR ---1160 �7 SR 70 0 4 --!D I r 916 —0- cli r� 4---+ SE 13TH AVENUE EXISTING TRAFFIC 02/13/23 7:15-8:15 AM 4— 1131 j— 7 SR 70 �► 0 4 --!D '1 f 892 04 r- 4� SE 13TH AVENUE 2024 NO BUILD TRAFFIC AVERAGE ANNUAL GROWTH RATE = 1.5% F— 1114 7 SR 70 0 4 879 —► cv 4 —i SE 13TH AVENUE 2023 SEASONALLY ADJUSTED TRAFFIC FDOT SEASONAL CORRECTION FACTOR = 0.96 SR 70 NE 13TH AVENUE �l I TCD m CM 51 L 18 18 ~ �0 ~ 43 18 ---+ 25 25 —► NE 13TH AVENUE L 18 f— 1133 0 1158 SR 70 943 18 -- rn 917 —a 4 � SE 13TH AVENUE 2024 BUILD TRAFFIC Buckholz Traffic SE 13TH AVENUE SITE TRAFFIC FIGURE 5 2024 BUILD TRAFFIC SR 70 / 13TH AVENUE WEEKDAY AM PEAK HOUR 4—1183 32 SR 70 �► 2 5 -� f 1281 —i N r- 15 SE 13TH AVENUE EXISTING TRAFFIC 02/13/23 5:00-6:00 PM 1153 31 SR 70 �r 2 5 - 1248 —► N 14 � SE 13T11 AVENUE 2024 NO BUILD TRAFFIC AVERAGE ANNUAL GROWTH RATE = 1.5% SR 70 b 1452 4 1136 ,F— 31 SR 70 �► 2 5 -�D 1230 N SE 13TH AVENUE 2023 SEASONALLY ADJUSTED TRAFFIC FDOT SEASONAL CORRECTION FACTOR = 0.96 SR 70 NE 13TH AVENUE 84 1167 31 2 14 --!D r 88 ao 1336 14� SE 13TH A VENUE 2024 BUILD TRAFFIC NE 13TH AVENUE p C2 N r 0 r� 151 I Z— 84 12 � 9 185 88 88 —i SE 13T11 AVENUE SITE TRAFFIC 1284 4 FIGURE 6 2024 BUILD TRAFFIC SR 70 / 13TH AVENUE P 88 Buckholz Traffic WEEKDAY PM PEAK HOUR --- 1162 �4 SR 70 �► 0 911 —r 2 N M HAMPTON INN DRIVEWAY EXISTING TRAFFIC 02/13/23 7:15-8:15 AM 4--- 1133 4 SR 70 �► 0 888 --o 2 —� v HAMPTON INN DRIVEWAY 2024 NO BUILD TRAFFIC AVERAGE ANNUAL GROWTH RATE = 1.5% SR 70 �— 1116 �4 SR 70 �► 0 875 —► HAMPTON INN DRIVEWAY 2023 SEASONALLY ADJUSTED TRAFFIC FDOT SEASONAL CORRECTION FACTOR = 0.96 SR 70 NE 12TH AVENUE C)l 1 .--- 1159 o F-4 j(:;- 25 * 906 —► 908 2 v HAMPTON INN DRIVEWAY 2024 BUILD TRAFFIC NE 12TH AVENUE C3 1� L 0 o 26 25 --► 18 18 HAMPTON INN DRIVEWAY SITE TRAFFIC 1188 FIGURE 7 2024 BUILD TRAFFIC SR 70 / HAMPTON DRIVEWAY 51 4- 0 Buckholz Traffic WEEKDAY AM PEAK HOUR N 00 N 4--- 1170 20 SR 70 ��r j0� 12 j f— 1123 19 SR 70 12 �j�► j0� I I 38 � I I 36 � o .0 0 HAMPTON INN HAMPTON INN DRIVEWAY DRIVEWAY EXISTING TRAFFIC 02/13/23 2023 SEASONALLY ADJUSTED TRAFFIC 5:00-6:00 PM I FDOT SEASONAL CORRECTION FACTOR = 0.96 NE 12TH AVENUE (Dl 1N 1140 L 21 19 4-- 42 151 SR 70 �► 0 SR 70 88 F 97 1250 ► 37 --1 I I o r- 97 185 HAMPTON INN IIAMPTON INN DRIVEWAY DRIVEWAY 2024 NO BUILD TRAFFIC I AVERAGE ANNUAL GROWTH RATE = 1 5% SITE TRAFFIC NE 12TH AVENUE ,l 1N L 21 4—1182 19 88 1i31-0 SR 70 1347 1384 37 HAMPTON INN DRIVEWAY 2024 BUILD TRAFFIC FIGURE 8 2024 BUILD TRAFFIC SR 70 / HAMPTON DRIVEWAY Bucl holz Traffic WEEKDAY PM PEAK HOUR WESTBOUND NE PARK STREET a NE 13TH AVENUE 120 n 80 O Y Q Lu IL Z 60 U) Z Of F— f— 40 CD W"d 20 FULL -WIDTH TURN LANE TAPER RADIUS 4 - LANE HIGHWAYS on L 200 400 600 800 1000 1200 1400 TOTAL PEAK HOUR APPROACH VOLUME (VPH) NOMOGRAPH FOR RIGHT TURN LANES SOURCE: TRANSPORTATION RESEARCH BOARD NCHRP REPORT #279 [il WEEKDAY AM PEAK O WEEKDAY PM PEAK HOUR HOUR V� 1158 VA 1284 Ve 18 Va 84 NCHRP 420 MULTI- LANE _< 45 MPH 18 & 84 < 110 REQUIRED FIGURE 9 RIGHT TURN LANE ANALYSIS Is WESTBOUND NE PARK STREET (aD NE 12TH AVENUE 120 100 d 80 O _ Y Q W d Z 60 U) Z rlr 1D I— H 40 U 'im 20 4 - LANE HIGHWAYS FULL -WIDTH TURN LANE TAPER RADIUS 200 400 600 800 1000 1200 1400 TOTAL PEAK HOUR APPROACH VOLUME (VPH) NOMOGRAPH FOR RIGHT TURN LANES SOURCE: TRANSPORTATION RESEARCH BOARD NCHRP REPORT #279 F�l WEEKDAY AM PEAK O WEEKDAY PM PEAK O HOUR HOUR Va 1188 VA 1310 VR 0 V, 21 NCHRP 420 MULTI -LANE _< 45 MPH 0 & 21 < 110 REQUIRED FIGURE 10 RIGHT TURN LANE ANALYSIS TABLE 1 TRIP GENERATION CALCULATIONS AUTOMATED CAR WASH Land Use Code 948 T = Number of Vehicle Trip Ends X = 4600 GSF = 4.6 TOTAL TOTAL TOTAL TOTAL TRIP GENERATION TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS TIME PERIOD EQUATION ENDS ENTERING EXITING ENTERING EXITING AVERAGE WEEKDAY Daily T = 14.2/8.7% (X) 750 50% 50% 375 375 AM Peak Hour NOT OPEN PM Peak Hour T = 14.20 (X) 66 50% 50% 33 33 SOURCE: Institute of Transportation Engineers, "Trip Generation", llth Edition (2021) Estimated Using ITE Hourly Percentages from LUC 949 BUCKHOLZ TRAFFIC TABLE 2 TRIP GENERATION CALCULATIONS FAST-FOOD RESTAURANT WITH DRIVE-THRU WINDOW Land Use Code 934 T = Number of Vehicle Trip Ends Size of Building = 5000 (X = 5.0) TOTAL TOTAL TOTAL TOTAL TRIP GENERATION TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS TIME PERIOD EQUATION ENDS ENTERING EXITING ENTERING EXITING AVERAGE WEEKDAY Daily T = 467.48 (X) 2338 50% 50% 1169 1169 AM Peak Hour NOT OPEN PM Peak Hour T = 33.03 (X) 165 52' 48% 86 79 SOURCE: Institute of Transportation Engineers, "Trip Generation", llth Edition (2021) NEW TRIPS NEW NEW NEW TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS TIME PERIOD PERCENT NEW TRIPS ENDS ENTERING EXITING ENTERING EXITING AVERAGE WEEKDAY Daily 52% 1216 50% 50% 608 608 AM Peak Hour 50% NOT OPEN PM Peak Hour 55% 9i S 2 % 48% 47 44 SOURCE: ITE, "Trip Generation", llth Edition (2021), Excel Pass -By Tables Estimated Value BUCKHOLZ TRAFFIC TABLE 3 TRIP GENERATION CALCULATIONS BUSINESS HOTEL Land Use Code 312 T = Number of Vehicle Trip Ends X = Rooms = 100 TOTAL TOTAL TOTAL TOTAL TRIP GENERATION TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS TIME PERIOD EQUATION ENDS ENTERING EXITING ENTERING EXITING AVERAGE WEEKDAY Daily T = 2.90 (X) + 151.69 442 50% 50% 221 221 AM Peak Hour T = 0.30 (X) + 6.94 37 39% 61% 14 23 PM Peak Hour T = 0.21 (X) + 12.03 33 55% 45% 18 15 SOURCE: Institute of Transportation Engineers, "Trip Generation", llth Edition (2021) BUCKHOLZ TRAFFIC TABLE 4 TRIP GENERATION CALCULATIONS MULTIFAMILY HOUSING (LOW-RISE) Not Close to Rail Transit Land Use Code 220 T = Number of Vehicle Trip Ends X = Number of Dwelling Units = 52 TOTAL TOTAL TOTAL TRIP GENERATION TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS TIME PERIOD EQUATION ENDS ENTERING EXITING ENTERING EXITING WEEKDAY Daily T = 6.74 (X) 350 50% 50% 175 175 AM Peak Hour T = 0.40 (X) 21 240 76% 5 16 PM Peak Hour T = 0.51 (X) 27 63% 37% 17 10 SOURCE: Institute of Transportation Engineers, "Trip Generation", llth Edition (2021) BUCKHOLZ TRAFFIC TABLE 5 TRIP GENERATION CALCULATIONS STRIP RETAIL PLAZA (Less Than 40,000 gsf) Land Use Code 822 T = Number of Vehicle Trip Ends Size of Buildings = 10,000 gsf -----> � 10.0 TOTAL TRIP GENERATION TIME PERIOD EQUATION AVERAGE WEEKDAY Daily T = 54.45 X AM Peak Hour Ln(T) = 0.66Ln(X) + 1.84 PM Peak Hour Ln(T) = 0.71Ln(X) + 2.72 TOTAL TOTAL TOTAL TRIP PERCENT PERCENT TRIP ENDS TRIP ENDS ENDS ENTERING EXITING ENTERING EXITING 544 50% 50% 272 272 29 60% 40% 17 12 78 50% 50% 39 39 SOURCE: Institute of Transportation Engineers, "Trip Generation", llth Edition (2021) NEW TRIPS NEW NEW TRIP PERCENT PERCENT TRIP ENDS TIME PERIOD PERCENT NEW TRIPS ENDS ENTERING EXITING ENTERING AVERAGE WEEKDAY Daily 64.0% 348 50% AM Peak Hour 64.0% 18 60% PM Peak Hour 64.0% 50 50% SOURCE: ITE "Trip Generation Handbook", 3rd Edition, Table E.9 Estimated Value BUCKHOLZ TRAFFIC NEW TRIP ENDS EXITING 50% 174 174 40% 11 7 50% 25 25 TABLE 6 UNSIGNALIZED INTERSECTION CAPACITY RESULTS EXISTING CONDITIONS NE PARK STREET / SE 13TH AVENUE WEEKDAY AM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Eastbound U-Turn C 21.9 sec/veh 0.02 1 Westbound Left Turn B 11.0 sec/veh 0.01 1 Northbound Approach C 15.6 sec/veh 0.03 1 WEEKDAY PM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Eastbound U-Turn C 20.8 sec/veh 0.02 1 Westbound Left Turn B 13.7 sec/veh 0.08 1 Northbound Approach C 16.6 sec/veh 0.06 1 NE PARK STREET / HAMPTON INN DRIVEWAY WEEKDAY AM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Westbound Left Turn B 10.4 sec/veh 0.01 1 Northbound Right Turn B 12.3 sec/veh 0.03 1 WEEKDAY PM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Westbound Left Turn B 12.7 sec/veh 0.04 1 Northbound Right Turn B 14.9 sec/veh 0.05 1 BUCKHOLZ TRAFFIC TABLE 7 UNSIGNALIZED INTERSECTION CAPACITY RESULTS 2024 BUILD CONDITIONS NE PARK STREET / 13TH AVENUE WEEKDAY AM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Eastbound Left Turn C 15.1 sec/veh 0.07 1 Westbound Left Turn B 11.3 sec/veh 0.01 1 Northbound Approach B 13.7 sec/veh 0.02 1 Southbound Approach C 15.4 sec/veh 0.15 1 WEEKDAY PM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Eastbound Left Turn C 18.9 sec/veh 0.30 1.3 Westbound Left Turn B 14.9 sec/veh 0.09 1 Northbound Approach C 15.5 sec/veh 0.05 1 Southbound Approach C 18.1 sec/veh 0.34 1.5 NE PARK STREET / NE 12TH AVENUE / HAMPTON INN DRIVEWAY WEEKDAY AM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Westbound Left Turn C 17.6 sec/veh 0.11 1 Northbound Right Turn B 12.5 sec/veh 0.03 1 Southbound Right Turn B 14.0 sec/veh 0.00 1 WEEKDAY PM PEAK HOUR Movement LOS Delay V/C Ratio 95th % Queue (vehicles) Westbound Left Turn F 68.7 sec/veh 0.72 4.3 Northbound Right Turn C 15.9 sec/veh 0.05 1 Southbound Right Turn C 15.2 sec/veh 0.12 1 BUCKHOLZ TRAFFIC APPENDIX A SITE PLAN ,\ v�J MASTER SITE PLANS OF - PARK STREET COMMERCE CENTER LEGAL DESCRIPTION PARCEL 1 (PER O.R.B. 527. PG. 869): THE WEST HALF OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER LYING NORTH OF STATE ROAD NO. 70 (FORT PIERCE ROAD), IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, LESS THE FOLLOWING : BEGINNING AT THE SOUTHWEST CORNER OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 15. RUN NORTH 594 FEET, FAST 186.3 FEET, SOUTH 594 FEET: WEST 186.3 FEET TO THE POINT OF BEGINNING, ALSO LESS THE NORTH 50 FEET WHICH IS RESERVED FOR ROAD PURPOSES. ALSO LESS: A STRIP OF LAND 7 FEET WIDE SITUATE ADJACENT TO AND NORTHERLY OF THE EXISTING 56 FOOT RIGHT OF WAY OF STATE ROAD 70. LYING, WITHIN THE WEST YX OF THE EAST )f OF SW 1/4 OF SE 1/4, SECTION 15. TOWNSHIP 37 SOUTH, RANGE 35 EAST, LESS THE WEST 196.3 FEET THEREOF: CONTAINING 0.02 OF AN ACRE, MORE OR LESS. PARCEL 2 (PER O.R.B. 528, PG. 1342) ALL OF LOTS I THROUGH 12. INCLUSIVE, LYING NORTH OF NORTH PARK STREET (A/K/A S.R. 70 F/K/A FORT PIERCE ROAD) AS NOW CONSTRUCTED, IN BLOCK 4, PRICE ADDITION TO OKEECHOBEE CRY, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. PARCEL 3 (PER O.R.B. 528, PG. 1342) COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHWEST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, THENCE RUN SOUTH 0018'26' EAST ALONG THE EASTERLY LINE THEREOF, 568.71 FEET TO THE POINT OF BEGINNING: THENCE CONTINUE SOUTH 0718'26" EAST, 275.28 FEET TO THE NORTHEAST CORNER OF PRICE ADDITION TO OKEECHOBEE CITY ACCORDING TO THE PLAT THEREOF RECORDED IN PUT BOOK 2, PAGE 17; THENCE RUN SOUTH 87 50'34' WEST, ALONG THE NORTHERLY LINE THEREOF, 336.76 FEET TO THE NORTHWEST CORNER OF SAID PRICE ADDITION; THENCE RUN NORTH 00'17'46' WEST, ALONG THE WEST LINE OF THE EAST ONE HALF OF THE FAST ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF THE SOUTHEAST ONEOUARTER OF SAID SECTION 15. A DISTANCE OF 273.38 FEET; THENCE RUN NORTH OW20'47' EAST AND PARALLEL WITH THE NORTHERLY LINE OF PREVIOUSLY MENTIONED SOUTHWEST ONE_QUARTER OF THE SOUTHEAST ONE -QUARTER, A DISTANCE OF 336.71 FEET TO THE POINT OF BEGINNING. PARCEL 4 (PER O.R.B. 528, PG. 1342) THE ALLEY IN BLOCK 4, PRICE ADDITION TO OKEECHOBEE CITY, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, LYING BETWEEN LOTS 1-6 AND 7-12. PARCEL 5 (PER O.R.8 528, PG 1342) THE STREET KNOWN AS NORTHEAST 2NO STREET (F/K/A CENTER STREET) AS IT RUNS EAST FROM NORTHEAST 12TH AVENUE TO NORTHEAST 13TH AVENUE, PARTICULARLY LOCATED NORTH OF BLOCK 4, PRICE ADDITION TO OKEECHOBEE CITY, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 17, PUBLIC RECORDS OF OKEECHOBEE COUNTY. FLORIDA. PARCEL 8 (PER O.R.B 554. PG. 338) ALL THAT PART OF THE NORTH 668.71 FEET OF THE EAST % OF THE EAST )I OF SW 1/4 OF SE 1/4 OF SECTION 15, TOWNSHIP 37 SOUTH, RANGE 35 EAST, LESS AND EXCEPT THE NORTH 50 FEET THEREOF. SUBJECT TO THOSE EASEMENTS IN FAVOR OF FLORIDA POWER AND LIGHT RECORDEO IN O.R. BOOK 109. PAGE 983 AND O.R. BOOK 23. PAGE 524 AND RATTERS CONTAINED ON THE PUT OF PRICE ADDITION TO OKEECHOBEE CITY RECORDED IN PLAT BOOK 2, PAGE 17. ALL BEING IN THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA, LOCATED IN SECTION 15; TOWNSHIP 37 SOUTH; RANGE 35 EAST PARCEL ID: 2-15-37-35-OA00-00009-A000; 2-15-37-35-OA00-00009-0000; 2-15-37-35-OA00-00011-0000; 2-15-37-35-OA00-00010-0000; 2-15-37-35-OA00-00010-0010 VICINITY MAP N.T.S. U NORTH UTILITY COMPANIES SANITARY SEWER: OKEECHOBEE UTILITY AUTHORITY (863) 763-9460 WATER DISTRIBUTION: OKEECHOBEE URLTIY AUTHORITY (863) 763-9460 ELECTRICAL POWER: FPL (883) 763-6441 TELEPHONE: CENTURY LINK (855) 263-9576 FIRE: OKEECHOBEE FIRE DEPARTMENT (863) 763-4423 GARBAGE: WASTE MANAGEMENT (865) 909-4458 PROJECT DIRECTORY CLR R111Y 0. �!, A 5®IM.� ROIO1 lYri LIflOYW. SR[[I W U4 NR IOIC S]IE[I rw, nunl ]Hn 1101EEe xrn'v wt Uofnec m wi¢i � ria� iiiu uwrr to m x, rc ,uwwueurnnnol¢arcml KR1f101 991 • R5061]I3, K M L ]f51 IxIE QQO4EL Rtl6 >•171 n]1N0 MIIIEY 0. IXIttAW61B9nuWlT.ml FYI � w EWOS-oIPoIS CSquS ]lurtanx. nnml wH I>m) MI -)JD Of]%T, YAttYIiMYA'Ibl PLANS ISSUED FOR: DATE OKEECHOBEE. SITE PUN REVIEW 1/15/2023 INDEX OF SHEETS SHEET DESCRIPTION C1.0 COVER SHEET C2.0 GENERAL NOTES C3.0 MASTER SWPP PLAN C4.0 MASTER SITE PLAN C5.0 MASTER GRADING PLAN C5.1 CROSS SECTIONS C6.0.06.1 NE 12TH AVENUE PLAN 8 PROFILES C6.2-C6.3 NE 3RD STREET PLAN B PROFILES C6.4-C6.5 NE I3TH AVENUE PLAN B PROFILES C7.0 MASTER UTILITY PLAN C8.0 PHOTOMETRIC 6 TRUCK TURN PLAN C9.0 - C9.1 SITE DETAILS C10.0 LIFT STATION PLAN C11.0 OFFSITE FORCEMAIN C12.0 -C12.2 UTIUTYDETAILS C13.0 DRIVEWAY CONNECTION PLAN C14.0 DRY STORM POND PLAN C15.0 WET STORM POND PLAN 51.0 SURVEY LA1.0 I LANDSCAPE SITE PLAN AMERICAN CIVIL - !01 L 1� 94R0, 911RY Yl1 10tiFS >P®Ip, 11�1 ■>d PLAN DATE: DATE: 1117a07JM �. W 11M1WIYLl110X X0. SIYY c COMMERCML Pp UNDEVELOPED OMMEF'Ct� MtMEACtL. 8' ' --- -----s ------- ---------------------------- - N r I II C, i i I i II,,y''III�q CO�NNOND CO�UNa�POND COr N�V�OND 1 I 11 Lra-11-O-D-Q'O ..D- �g L A A A p �. sill, R 61g6it AKKA9 141 i RHO SITE PLAN c> a - AMERICAN CIVIL o €X PARK STREET COMMERCE CENTER ENGINEERING c Ib X. Mffi ®.. XIXR bl; 4 M 1000 STATE ROAD 70 E. OKEECHOBEE. FLORIDA 34972— n:ea'W"O� (�nl F-10 loll � —� - WE — North I� o Mill 1 W E I S s i 150FTROAD EASEMENT DRIVEWAY #5 '°®m g i 20FT STORM EASEM NTJ� 2.1O5AC �$ DRIVEWAY #4 a 2.36 AC 2.00Ti1C za DRIVEWAY #3 H 0 2 =2 vc7 f ZZ 411 - a` r4 W 6 j 21 ; DRY POND 20 FT SEWER EASEMEN FORCEMAIN TO SR 70 — 0wa DRIVEWAY #2 °C u' 2s E LIJ FUTURE FUTURE OT AC e, ' = M Y � a EL OUTPARCEL OUTPARCEL 3UJ 1 AC 1 Ac DRIVEWAY #1 _ - 0 -- _ — - - - - - -- -ISR70 ENTRANCE #1 ENTRANCE #2 VICINITY MA N.T.S. 1 OF 1 APPENDIX B TURNING MOVEMENT COUNTS Ji 6:45-7:00 AM 7:00-7:15 AM 7:15-7:30 AM 7:30-7:45 AM 7:45-8:00 AM 8:00-8:15 AM 8:15-8:30 AM 8:30-8:45 AM AM PEAK PERIOD: TABLE B-1 NE Park Street (SR 70) / Hampton inn Driveway TURNING MOVEMENT COUNTS - ALL VEHICLES Monday. February 13. 2023 NE PARK STREET HAMPTON INN DRIVEWAY EB RightTurn WB U-Turn WB Left Turn NB Left Turn NB Right Turn All 0 0 1 0 0 1 0 0 0 0 0 0 1 0 2 0 1 4 1 0 0 0 4 5 0 0 2 2 4 8 0 0 0 0 4 4 3 0 0 0 3 6 2 0 0 0 2 4 7 0 5 1 2 1 18 1 32 AM PEAK HOUR: 2 7:15-8:15 AM 3:45-4:00 PM 4:00-4:15 PM 4:15-4:30 PM 4:30-4:45 PM 4:45-5:00 PM 5:00-5:15 PM 5:15-5:30 PM 5:30-5:45 PM 5:45-6:00 PM PM PEAK PERIOD: 0 4 2 13 21 Monday. February 13. 2023 NE PARK STREET HAMPTON INN DRIVEWAY EB Ri htTurn WB U-Turn WB Left Turn NB Left Turn NB Right Turn All 4 0 3 0 5 12 4 1 7 0 5 17 1 0 3 0 4 8 3 0 5 0 9 17 13 0 6 0 12 31 8 0 2 0 5 15 7 0 5 0 4 16 14 0 5 0 4 23 9 0 8 0 5 22 63 1 44 0 53 1 161 PM PEAK HOUR: 38 5:00-6:00 PM 0 20 0 18 76 BUCKHOLZ TRAFFIC JW BUCKHOLZ TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 44444444 DATE: 02/13/23 NE PARK STREET Q SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR & DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323AM BEGIN TIME (MILITARY):06:45 Hrs Page 1 AUTOMOBILES, COMMERCIAL VEHICLES ---------------------------------------------------------------------------------------------------------------------------------- INE PARK STREET ISE 13TH AVENUE INF. PARK STREET From North IFrom East IFrom South [From West Left Thru Right Other I Left Thru Right U-TURNS Left Thru Right Other I Left Thru Right U-TURNS Total Date02/13/23 -------------- --------------------------------------------------------------------------------------------------------- 06:45 0 0 0 0 1 220 0 0 0 0 2 0 0 218 1 1 443 07:00 0 0 0 0 0 169 1 1 0 0 3 0 0 249 1 1 425 07:15 0 0 0 0 4 220 0 0 0 0 2 0 0 209 1 1 437 07:30 0 0 0 0 1 1 314 0 0 1 0 0 2 0 1 0 217 1 2 I 537 Hr Total 0 0 0 0 6 923 1 1 0 0 9 0 0 893 4 5 1842 07:45 0 0 0 0 2 332 0 0 1 0 1 0 0 244 1 1 582 08:00 0 0 0 0 0 294 0 0 1 0 2 0 1 0 246 1 0 544 08:15 0 0 0 0 2 211 0 0 1 0 0 0 0 184 0 1 399 08:30 0 0 0 0 0 237 0 0 1 1 0 0 0 0 239 0 0 1 477 Hr Total 0 0 0 0 4 1074 0 0 4 0 3 0 0 913 2 2 2002 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 0 0 0 0 1 10 1997 1 1 1 4 0 12 0 1 0 1806 6 7 1 3844 -------------- ---------------------------------------------------------------------- Peak Hour Analysis 0y Entire intersection for the Period: 0'7:15 t0 08:15 on 02/13/23 Peek w art 07:15 07:15 07:15 07:is volume 0 0 0 0 7 1160 0 l' ' 2 0 7 Percent 0% 0% 0% 0% ( 11 99% 011 01 ( 22% .,. 781 0% 01- 99% 0. -, 1. 1c.7 a Highest 06:45 07:45 08:00 08:00 volume 0 0 0 0 1 2 332 0 0 1 0 2 0 0 246 1 0 Hi total 0 334 3 247 PHF .0 .87 .75 .94 JW BUCKHOLZ TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 44444444 DATE: 02/13/23 NE PARK STREET 9 SE 13TH AVENUE Start. Date: 02/13/23 WEATHER: CLEAR 6 DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323AM BEGIN TIME (MILITARY):06:45 Hrs Page 1 AUTOMOBILES ---------------------------------------------------------------------------------------------------------------------------------- INE PARK STREET ISE 13TH AVENUE INE PARK STREET From North (From East IFrom South (From West I Left Thru Right Other I I Left Thru Right I U-TURNI Left Thru Right Other I I Left Thru Right I U-TURNI Total Date02/13/23---------------------------------------------------------- ------------------------------------------------------------ 06:45 0 0 0 0 I 1 186 0 0 I 0 0 1 0 I 0 174 1 1 I 364 07:00 0 0 0 0 I 0 143 1 1 I 0 0 2 0 I 0 208 1 1 I 357 07:15 0 0 0 0 I 3 195 0 0 I 0 0 1 0 I 0 176 0 1 376 07:30 0 0 0 0 1 266 0 0 0 0 2 0 0 177 1 2 449 Hr Total 0 C 0 0 I 5 790 1 1 I 0 0 6 0 I 0 735 3 5 I 1546 07:45 0 0 0 0 I 2 288 0 0 I 1 0 0 0 0 201 1 1 I 494 08:00 0 0 0 0 I 0 237 0 0 I 3. 0 2 0 I 0 197 1 0 J 438 08:15 0 0 0 0 I 1 177 0 0 I 1 0 0 0 I 0 1.43 0 1 I 323 08:30 0 0 0 0 0 179 0 0 I 1 0 0 ems 0 195 0 0 375 Hr Total 0 0 0 0 I 3 881 0 0 I 4 0 .- 0 0 736 _ 2 I 1630 -------------------- •TOTAL' 0 ...--------------------------------------- 0 0 0 I 8 1671 1 ---- ------------------------------------------------------------------- 1 I 4 0 8 0 I 0 1471 5 7 I 3176 ------------------------------------------------------------------------------------ Peak Hour Analysis By Entire Intersection for the Period: 07:15 to 08:15 on 02/13/23 Peak start 07:15 I 07:15 I 07:15 I 07:1.5 I . ume 0 0 0 0 I 6 986 0 0 I 2 0 5 0 I 0 751 3 4 -cent 0% 0% 0% 0% I 1% 991 0% 0% I 29% 0% 71% 0% I 0% 99% 0% 1% i Pk total 0 992 I 7 I 758 i Highest 06:45 07:45 I 08:00 I 07:45 i Volume 0 0 0 0 I 2 288 0 0 1 0 2 0 I 0 201 1 1 Hi total 0 I 290 I 3 I 203 I PHF .0 I .86 I .58 I .93 I JW BUCKHOLZ TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 44444444 DATE: 02/13/23 NE PARK STREET @ SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR & DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323AM BEGIN TIME (MILITARY):06:45 Mrs Page 1 COMMERCIAL VEHICLES --------------- ------------------------------------------------------------------------------------------------------------------ INE PARK STREET SSE 13TH AVENUE INE PARK STREET From North IFrom East IFrom South lFrom West Left Thru Right Other I Left Thru Right Other I Left Thru Right Other I Left Thru Right Other I Total Date02/13/23 ----- -------------------------------------------------------------------------- 06:45 0 0 0 0 0 34 0 0 0 0 1 0 0 44 0 0 79 07:00 0 0 0 0 0 26 0 0 0 0 1 0 0 41 0 0 68 07:15 0 0 0 0 1 25 0 0 0 0 1 0 1 33 1 0 I 62 07:30 0 0 0 0 0 48 0 0 1 0 0 0 0 1 0 40 0 0 1 88 Hr Total 0 0 0 0 1 133 0 0 0 0 3 0 1 158 1 0 297 07:45 0 0 0 0 0 44 0 0 0 0 1 0 0 43 0 0 88 08:00 0 0 0 0 0 57 0 0 0 0 0 0 0 49 0 0 106 08:15 0 0 0 0 1 34 0 0 0 0 0 0 0 41 0 0 76 08:30 0 0 0 0 1 0 58 n 0 1 0 0 0 0 1 0 44 0 0 1 102 Hr Total 0 0 0 0 1 193 0 0 0 0 1 0 0 177 0 0 372 ------------------------------------------------------------------------------------------------------------------------------------ *TOTAL* 0 0 0 0 1 2 326 0 0 1 0 0 4 0 1 1 335 1 0 1 669 --------------------------------------------------- -------------------------- - Peak Hosir Ar.alvsis By Entire Intersection for the Period: 07:15 to 09:15 on 02/13;21 Peak s•,art G7:15 07:15 07:15 1 G7:15 Volume 11 0 :) ` 1 .74 1 h .. .. 0 _ 1n5 1 0 Percent 1) 0`s 0% Oa 1% 99% 0'. 0% 0% 0' 100i 0% I 1% 99% 1% 0% i _6_ I Highest 06:45 08:00 07:15 08:00 Volume 0 0 0 0 0 57 0 0 0 0 1 0 0 49 0 0 Hi total 0 57 1 49 PHF .0 .77 .so .85 JW BUCKHOLZ TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 44444444 DATE: 02/13/23 NE PARK STREET 0 SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR & DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323AM BEGIN TIME (MILITARY):06:45 Hrs Page 1 PEDESTRIAN & BICYCLE --------------------------------------------------------------------------------------------------------------------------------- INE PARK STREET ISE 13TH AVENUE INE PARK STREET From North (From East IFrom South IFrom West Left Thru Right PEDS I Left Thru Right PEDS I Left Thru Right PEDS I Left Thru Right PEDS I Total Date02/13/23 ------------- — -------------------------------------------------------------------------------------------------------- 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 O 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 07.30 0 0 0 1 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 Hr Total 0 0 0 1 0 0 0 0 I 0 0 0 0 I 0 0 0 o I 1 07:45 0 0 0 2 0 0 0 0 I 0 0 0 1 0 0 0 1 4 08:00 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 0 3 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 1 1 0 0 0 0 I 0 0 0 0 1 0 0 0 0 1 1 Hr Total 0 0 0 5 0 0 0 0 0 0 0 2 I 0 0 0 1 8 ----------------------------------------------------------------------------------------------------------------------- *TOTAL" 0 0 0 6 1 0 0 0 0 1 0 0 0 2 1 0 0 0 — ----------- 1 1 9 ------------------------------------------------------------------------------------ Peak Hour Analysis By Entire Intersection for the Period: 07:15 to 08:15 on 02/13/23 Peak start 07:15 I 07:15 I 07:15 I 07:15 ime 0 0 0 5 I 0 0 0 0 0 0 0 2 I 0 0 0 1 -cent 0% 0% 0% 100% 0% 0% 0% 0% 01 0% 0% lon I 0% 0% 0% 100% Pk total 5 I 0 2 1 Highest 07:45 06:45 I 07:45 07:45 Volume 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 1 Hi total 2 0 1 I 1 I PHF .62 .0 .50 .25 JW BUCKHOLZ TRAFFIC ENGINEERING INC AY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 02132023 ATE: 02/13/23 NE PARK STREET Q SE 13TH AVENUE Start Date: 02/13/23 'FATHER: CLEAR & DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323PM EGIN TIME (MILITARY):15:45 Hrs Page 1 AUTOMOBILES, COMMERCIAL VEHICLES --------------------------------------------------------------------------------------------------------------------------------- INE PARK STREET SSE 13TH AVENUE INE PARK STREET 1 From North IFrom East IFrom South IFrom West Left Thru Right Other I Left Thru Right U-TURN{ Left Thru Right Other I Left Thru Right U-TURNJ Total )ate 02/13/23-------- ----------------------------------------------------------- .5:45 0 0 0 0 1 269 0 1 1 0 3 0 0 291 3 1 570 .6:00 0 0 0 0 4 257 0 0 2 0 5 0 0 324 9 1 602 .6:15 0 0 0 0 2 295 0 2 1 1 0 1 0 0 313 4 0 618 .6:30 0 0 0 0 1 6 300 2 1 1 4 0 4 0 1 0 255 4 3 1 579 It Total 0 0 0 0 13 1121 2 4 8 0 13 0 1 0 1183 20 5 2369 -6:45 0 0 0 0 1 6 289 0 1 2 0 2 0 1 0 265 0 2 567 L7:00 0 0 0 0 1 12 306 0 0 0 0 2 0 0 375 1 2 1 698 L7:15 0 0 0 0 10 289 0 0 0 0 4 0 1 0 332 2 1 1 638 L7:30 0 0 0 0 1 4 277 0 0 1 1 0 4 0 1 0 301 5 2 594 it Total 0 0 0 0 32 1161 0 1 3 0 12 0 0 1273 8 7 2497 0:45 0 0 0 0 1 6 311 0 2 1 1 0 7 0 1 0 273 7 0 607 it Total 0 0 0 0 1 6 311 0 2 1 0 7 0 0 273 7 0 607 ------------------------------------------------------------------------------------------------------------------------------------ -TOTAL.• 0 0 0 0 1 51 2593 _ 7 1 12 0 32 0 1 0 2729 35 ! _. ......... ..... . --....... ........... . -.. ............. Peak Hour Analysis By Entire intersection for the Period: 17:00 to 18:00 on 02/13/23 r!-ak sr.grt 17:00 j 17:00 I 1-7 1) volume 0 0 0 0 1 32 1183 0 2 1 2 0 17 0 Percent 0% 0% 0% 0% 1 3% 97% 0% 0% 1 11% 014 89% 01% Pk total 0 1217 19 Highest 15:45 17:45 1 17:45 Volume 0 0 0 0 6 311 0 2 1 1 0 7 0 Hi total 0 1 319 1 8 PHF .0 .95 1 .59 17:.O 0 1281 15 5 0% 98% 1% 0% 1301 17:00 0 375 1 2 378 .86 JW BUCKHOLZ TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 02132023 DATE: 02/13/23 NE PARK STREET @ SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR 6 DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323PM BEGIN TIME (MILITARY):15:45 Hrs Page 1 AUTOMOBILES ----------------- — ------------------------------------------------------------------------------------------------------------- INE PARK STREET ISE 13TH AVENUE INE PARK STREET From North IFrom East IFrom South From West Left Thru Right Other I Left Thru Right U-TURNI Left Thru Right Other. I Left Thru Right U-TURNI Total Date02/13/23------------------------------------------------- — ----------------------------------------------------------------- 15:45 0 0 0 0 1 236 0 1 1 0 3 0 0 261 3 1 507 16:00 0 0 0 0 4 214 0 0 2 0 5 0 0 284 9 1 519 16:15 0 0 0 O 2 252 0 2 1 0 1 0 0 267 4 0 529 16 :30 0 0 _C 0 1___ 6 258 2 1 4 0 4 0 0 222 4 3 504 Hr Total 0 0 0 0 13 960 2 4 8 0 13 0 0 1034 20 5 2059 16:45 0 0 0 0( 6 257 0 1 2 0 2 0 0 221 0 2 491 17:00 0 0 0 0 11 279 0 0 0 0 2 0 0 337 1 2 632 17:15 0 0 0 0 10 259 0 0 0 0 4 0 0 293 2 1 569 17:30 0 0 0 0 4 254 0 0 1 0 4 0( 0 276 5 2 546 Hr Total 0 0 0 0 31 1049 0 1 3 0 12 0 0 1127 8 7 2238 17:45 0 0 0 0( 6 282 0 2) 1 0 7 0) 0 247 7 0( 552 Hr Total 0 0 0 0 6 282 0 2 1 0 7 0 0 247 7 0 552 ----- ------------------------------------------------------------------------------ •TOTAL" 0 0 0 0 1 50 2291 2 7 1 12 ------------------------------------------------ 0 32 0 1 0 2408 35 12 1 4849 ----------------------------- . .A Hour Analysis By Entire --------------------------------------------------------------------------------------------------- Intersection for the Period: 17:00 to 18:00 on 02/13/23 Peak start 17:00 17:00 17:00 1.7:00 Volume 0 0 0 0 31 1074 0 2 2 0 17 0 0 1153 15 5 Percent 0% 0% 0% 0% 3% 97% 0% 0% 11% 0% 89% 0% 0% 98% 1% 0% Pk total 0 1107 19 1173 Highest 15:45 17:00 17:45 17:00 Volume 0 0 0 0 11 279 0 0 1 0 7 0 0 337 1 2 Hi total 0 290 8 340 PHF .0 .95 .59 .86 JW BUCKHOLZ TRAFFIC ENGINEERING INC )AY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 02132023 )ATE: 02/13/23 NE PARK STREET e SE 13TH AVENUE Start Date: 02/13/23 JEATHER: CLEAR & DRY OKEECHOBEE COUNTY, FLORIDA File Z.D. 021323PM 3EGIN TIME (MILITARY):15:45 Hrs Page 1 COMMERCIAL VEHICLES ----------------------- -'---'------------------------------------------------------------------------ INE PARK STREET ISE 13TH AVENUE - INE PARK ---------------------------- STREET From North (From East (From South (From West I Left Thru Right Other I I Left Thru Right Other I I Left Thru Right Other I I Left Thru Right I Other I Total )ate 02/13/23 ----------------------------------------------------------------------------------------------------------------------- L5:45 0 0 0 0 I 0 33 0 0 I 0 0 0 0 1 0 30 0 0 63 L6:00 0 0 0 0 I 0 43 0 0 0 0 0 0 0 40 0 0 83 L6:15 0 0 0 0 1 0 43 0 0 0 0 0 0 0 46 0 0 I 89 L6:30 0 0 0 0 0 42 0 0 1 0 0 0 0 0 33 0 0 1 75 it Total 0 0 0 0 I 0 161 0 0 I 0 0 D 0 0 149 0 0 310 L6:45 0 0 0 0 I 0 32 0 0 0 0 0 0 0 44 0 0 I 76 L7:00 0 0 0 0 I 1 27 0 0 0 0 0 0 0 38 0 0 I 66 L7:15 0 0 0 0 0 30 0 0 0 0 0 0 0 39 0 0 I 69 L7:30 0 0 0 0 0 23 0 0 0 0 0 0 1 0 25 0 0 1 48 it Total 0 0 0 0 1 112 0 0 0 0 0 0 I 0 146 0 0 I 259 L7:45 0 0 0 0 1 0 29 0 0 0 0 0 0 0 26 0 0 1 55 it Total 0 0 0 0 I 0 29 0 0 I 0 0 0 0 0 26 0 0 I 55 +TOTAL` 0 0 0 0 I 1 302 0 0 1 0 0 0 - 321 0 0 1 424 ........ Peak Hour Analysis By Entire Intersection for the Period: 1700 to 18:00 on 02/13/213 ,,,,I k. -r in 17.,.., I 17 CC 17 , I Jolume 0 0 0 0 I 1 109 0 0 j 0 0 0 0 Percent 0% 0% 0': 0% 1% 99% 0% 0% I 0% 0: 0% 0% I Pk total 0 I 110 I 0 I iighest 15:45 I 17:15 I 15:45 Jolume 0 0 0 0 I 0 30 0 0 I 0 0 0 0 ii total 0 I 30 I 0 PHF .0 I .92 I .0 I 0 128 0 0 0% 100% 0% 0% 128 17:15 0 39 0 0 39 .82 JW BUCKHOL2 TRAFFIC ENGINEERING INC DAY: MONDAY MANUAL TURNING MOVEMENT COUNTS Site Code : 02132023 DATE: 02/13/23 NE PARK STREET @ SE 13TH AVENUE Start Date: 02/13/23 WEATHER: CLEAR & DRY OKEECHOBEE COUNTY, FLORIDA File I.D. 021323PM BEGIN TIME (MILITARY):15:45 Hrs Page 1 PEDESTRIAN & BICYCLE -------------------------------------------------------------------------------------------------------------------------------- INE PARK STREET ISE 13TH AVENUE INF, PARK STREET From North IFrom East IFrom South IFrom West Left Thru Right PEDS I Left Thru Right PEDS I Left Thru Right PEDS I Left Thru Right PEDS I Total Date02/13/23------------------------------------------------------------------------------------------------ ---------------------- 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 2 16 : 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 _0 0! 0_ 0_ 0 0 _ 0 0 0 __ 0 I 0 0 0 0 1 0 Hr Total 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 2 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 17 : 15 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 17.30 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Hr Total 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 1 3 17 : 4 5 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr 'Dotal 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 •TOTAL" 0 0 0 6 1 0 0 0 1 1 0 0 0 1 1 0 0 0 0 1 8 -------------------------------------------------------------------------------- 6_..,: Hour Analysis By Entire Intersection for the Period: 17:00 to 18:00 on 02/13/23 Peak start 17:00 17:00 17:00 17:00 Volume 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 Percent 0% 0% 0% 100% 0's 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Pk total 6 0 0 0 Highest 17:45 15:45 15:45 15:45 Volume 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 Hi total 3 0 0 0 PHF .50 .0 .0 .0 APPENDIX C FDOT TRAFFIC DATA Actual Predicted Year X AADT (Y) AADT 2017 0 26000 25100 2018 1 25000 25550 2019 2 26000 26000 2020 3 24500 26450 2021 4 28500 26900 2022 5 27350 2023 6 27800 2024 7 28250 i = 1.7% TABLE C-1 LINEAR REGRESSION ANALYSIS SR 70, West of SR 710 BUCKHOLZ TRAFFIC FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2021 HISTORICAL AADT REPORT COUNTY: 91 - OKEECHOBEE SITE: 0007 - SR 70, WEST OF SR 710/EAST OF OKEECHOBEE YEAR ---- AADT ---------- DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2021 28500 C ------------ E 14000 ------------ W 14500 --------- 9.00 -------- 58.00 -------- 18.20 2020 24500 C E 12000 W 12500 9.00 57.20 16.50 2019 26000 C E 13000 W 13000 9.00 57.30 14.80 2018 25000 C E 12500 W 12500 9.00 57.90 17.90 2017 26000 C E 13000 W 13000 9.00 58.80 15.30 2016 25500 C E 12500 W 13000 9.00 57.40 13.00 2015 20000 C E 10000 W 10000 9.00 56.60 13.60 2014 21000 S E 10500 W 10500 9.00 58.10 14.40 2013 21000 F E 10500 W 10500 9.00 58.10 14.40 2012 21000 C E 10500 W 10500 9.00 57.50 14.40 2011 22500 F E 11000 W 11500 9.00 56.90 11.60 2010 22500 C E 11000 W 11500 10.99 56.24 11.60 2009 22000 C E 11000 W 11000 10.97 57.93 13.60 2008 23000 C E 11500 W 11500 11.05 57.88 16.50 2007 23500 C E 11500 W 12000 10.65 60.38 15.70 2006 23500 C E 11500 W 12000 10.64 58.36 15.50 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES COUNTY: 91 STATION: 0007 DESCRIPTION: SR 70, WEST OF SR 710/EAST OF OKEECHOBEE START DATE: 08/11/2021 START TIME: 1730 --------------------------------------------------------------------------------------- DIRECTION: E DIRECTION: W COMBINED TIME 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL --------------------------------------------------------------------------------------- 0000 22 22 14 15 73 30 23 12 14 79 152 0100 11 15 8 11 45 8 12 27 14 61 106 0200 9 8 6 8 31 17 17 15 21 70 101 0300 11 12 14 17 54 19 11 18 23 71 125 0400 36 25 46 62 169 15 24 36 50 125 294 0500 66 106 137 162 471 56 79 77 106 318 789 0600 175 188 175 204 742 123 130 203 233 689 1431 0700 209 193 193 182 777 167 239 268 324 998 1775 0800 213 180 186 166 745 221 190 207 212 830 1575 0900 161 161 148 178 648 179 172 157 196 704 1352 1000 172 170 170 161 673 194 183 191 181 749 1422 1100 183 159 191 179 712 206 198 227 188 819 1531 1200 211 204 179 200 794 184 171 195 212 762 1556 1300 197 179 174 201 751 181 187 192 192 752 1503 1400 195 209 201 222 827 184 209 227 240 860 1687 1500 254 252 202 223 931 213 239 258 212 922 1853 1600 314 255 248 243 1060 212 262 274 274 1022 2082 1700 312 300 282 223 1117 279 272 224 236 1011 2128 1800 223 188 166 129 706 252 227 175 181 835 1541 1900 154 122 125 113 514 138 149 133 115 535 1049 2000 114 145 116 115 490 132 107 81 78 398 888 2100 106 65 60 53 284 79 70 55 63 267 551 2200 60 43 48 51 202 50 39 35 49 173 375 2300 50 36 22 20 128 32 24 25 17 98 226 --------------------------------------------------------------------------------------- 24-HOUR TOTALS: 12944 13148 26092 --------------------------------------------------------------------------------------- PEAK VOLUME INFORMATION DIRECTION: E DIRECTION: W COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME A.M. 645 799 715 1052 715 1833 P.M. 1645 1137 1630 1099 1630 2202 DAILY 1645 1137 1630 1099 1630 2202 TRUCK ---------------------------------------------------------------------------------------------------------- PERCENTAGE 18.25 18.22 18.23 CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL E 174 6138 4243 64 1045 259 41 257 673 21 0 2 0 0 27 2362 12944 W 148 6049 4048 55 897 383 24 279 730 23 2 1 1 0 508 2395 13148 GENERATED BY SPS 5.0.55P Actual Predicted Year X AADT (Y) AADT 2017 0 26500 2018 1 25500 2019 2 26000 2020 3 25000 2021 4 28500 2022 5 2023 6 2024 7 25600 25950 26300 26650 27000 27350 27700 28050 i=1.3% 30000 29000 28000 27000 26000 25000 24000 23000 22000 21000 20000 0 TABLE C-2 LINEAR REGRESSION ANALYSIS SR 70, East of US 441 1 2 3 4 5 6 7 BUCKHOLZ TRAFFIC FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2021 HISTORICAL AADT REPORT COUNTY: 91 - OKEECHOBEE SITE: 5012 - SR 70, EAST OF SR 15/700/US 98/441 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR 2021 28500 C E 14000 W 14500 9.00 58.00 15.60 2020 25000 C E 12500 W 12500 9.00 57.20 18.00 2019 26000 C E 13000 W 13000 9.00 57.30 16.40 2018 25500 C E 13000 W 12500 9.00 57.90 17.60 2017 26500 C E 13500 W 13000 9.00 58.80 14.00 2016 25500 C E 13000 W 12500 9.00 57.40 13.50 2015 27000 C E 13500 W 13500 9.00 56.60 13.00 2014 28000 C E 14000 W 14000 9.00 58.10 13.20 2013 26000 F E 13000 W 13000 9.00 58.10 11.30 2012 26000 C E 13000 W 13000 9.00 57.50 11.30 2011 29500 F E 14500 W 15000 9.00 56.90 8.20 2010 29500 C E 14500 W 15000 10.99 56.24 8.20 2009 31500 C E 16000 W 15500 10.97 57.93 8.70 2008 29500 C E 15000 W 14500 11.05 57.88 8.00 2007 31500 C E 16000 W 15500 10.65 60.38 8.40 2006 35000 C E 18000 W 17000 10.64 58.36 7.50 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES COUNTY: 91 STATION: 5012 DESCRIPTION: SR 70, EAST OF SR 15/700/US 98/441 START DATE: 08/11/2021 START TIME: 1645 ---------------------------------------------------------------------------------------- DIRECTION: E DIRECTION: W COMBINED TIME --------------------------------------------------------------------------------------- 1ST 2ND 3RD 4TH TOTAL 1ST 2ND 3RD 4TH TOTAL TOTAL 0000 24 20 14 17 75 30 23 12 16 81 156 0100 12 13 6 10 41 7 11 26 18 62 103 0200 10 6 9 6 31 16 17 14 19 66 97 0300 11 13 14 19 57 21 12 17 23 73 130 0400 32 27 47 65 171 14 27 30 49 120 291 0500 69 111 141 159 480 58 76 73 102 309 789 0600 170 194 187 203 754 121 136 204 232 693 1447 0700 209 195 193 185 782 166 227 268 331 992 1774 0800 215 192 177 175 759 219 199 201 218 837 1596 0900 153 165 154 176 648 170 176 157 200 703 1351 1000 180 174 176 165 695 191 190 187 189 757 1452 1100 182 165 192 182 721 202 204 220 186 812 1533 1200 218 212 179 201 810 195 163 208 216 782 1592 1300 205 182 177 201 765 184 171 205 196 756 1521 1400 196 216 202 231 845 175 201 231 234 841 1686 1500 268 252 210 226 956 225 239 260 221 945 1901 1600 303 267 239 226 1035 217 259 261 264 1001 2036 1700 300 274 278 222 1074 256 274 221 242 993 2067 1800 224 187 163 137 711 250 235 171 187 843 1554 1900 150 124 131 109 514 149 142 142 117 550 1064 2000 118 144 120 108 490 124 103 84 79 390 880 2100 108 64 61 54 287 79 65 59 67 270 557 2200 54 48 46 57 205 43 42 31 48 164 369 2300 --------------------------------------------------------------------------------------- 46 35 20 22 123 39 27 26 15 107 230 24-HOUR --------------------------------------------------------------------------------------- TOTALS: 13029 13147 26176 PEAK VOLUME INFORMATION DIRECTION: E DIRECTION: W COMBINED DIRECTIONS HOUR VOLUME HOUR VOLUME HOUR VOLUME A.M. 645 800 715 1045 715 1833 P.M. 1645 1078 1630 1055 1630 2094 DAILY 1645 1078 1630 1055 1630 2094 TRUCK PERCENTAGE ---------------------------------------------------------------------------------------------------------- 14.63 16.56 15.60 CLASSIFICATION SUMMARY DATABASE DIR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 TOTTRK TOTVOL E 138 7300 3611 50 665 198 40 200 723 27 0 2 1 0 74 1906 13029 W 141 6641 4132 45 874 247 20 220 743 24 2 1 1 0 56 2177 13147 GENERATED BY SPS 5.0.55P APPENDIX D CAPACITY CALCULATIONS UNSIGNALIZED INTERSECTIONS AM PEAK HOUR General Information Site Information Analyst J. Buckholz Intersection NE Park Street / SE 13th Avenue ncy/Co. BUCKHOLZ TRAFFIC Jurisdiction Okeechobee County uate Performed 2/14/2023 East/West Street NE Park Street Analysis Year 2023 North/South Street SE 13th Avenue Time Analyzed Weekday AM Peak Hour Peak Hour Factor 0.86 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description #23-1820 Lanes � .a 4 J d i Ji. •�• � �. L JL '1"i7Y7 rf Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R ^-iority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 ..nber of Lanes 1 0 2 0 0 1 2 0 0 1 0 0 0 0 Configuration U T TR L T LR Volume (veh/h) 4 879 4 0 7 1114 2 7 Percent Heavy Vehicles (%) 0 0 14 0 29 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.4 4.1 7.5 6.9 Critical Headway (sec) 6.40 4.38 6.80 7.48 Base Follow -Up Headway (sec) 2.5 2.2 3.5 3.3 Follow -Up Headway (sec) 2.50 2.34 3.50 3.59 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 5 8 10 Capacity, c (veh/h) 218 605 350 v/c Ratio 0.02 0.01 0.03 95% Queue Length, Q9e (veh) 0.1 0.0 0.1 Control Delay (s/veh) 21.9 11.0 15.6 "el of Service (LOS) C B C . pproach Delay (s/veh) 0.1 0.1 15.6 Approach LOS 4 A A C Copyright ® 2023 University of Florida. All Rights Reserved. HCST" TWSC Version 2023 Generated: 2/14/2023 6:45:23 PM 2023-AM_ParkSt_SE13thAve,xtw General Information Site Information Analyst J. Buckholz Intersection Agency/Co. BUCKHOLZ TRAFFIC Jurisdiction Date Performed 2/14/2023 East/West Street Analysis Year Time Analyzed — Intersection Orientation Project Description Lanes 2023 —� North/South Street Weekday AM Peak Hour Peak Hour Factor East-West Analysis Time Period (hrs; #23-1820 NE Park Street / Hampton Inn Driveway Okeechobee County NE Park Street Hampton Inn Driveway 0.86 0.25 Major Street. East-West Vehicle Volumes and Adjustments PP Eastbound Westbound Northbound Approach ~- Movement ( U �— L— T R U L T 1 R U L T ------------ t----� .... - - ----+ _- -- --t Priority lU 1 au a c - { ---- Q R a Southbound -10 i 11 12 Number of Lanes ? 0 0 2 i 0 T.0 1 2 iT 0 r 0 0 Configuration T TR L T Volume (veh/h) 875 2 i 0 4 1116 _ — R 14 Percent Heavy Vehicles (%) 0 2 2 Proportion Time Blocked Percent Grade (°/u) 0 Right Turn Channelized No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 4.1 6.9 Critical Headway (sec) 4.14 6.94 Base Follow -Up Headway (sec) 2.2 3.3 Follow -Up Headway (sec) 2.22 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 5 16 Capacity, c (veh/h) 676 509 v/c Ratio 0.01 0.03 95% Queue Length, Q95 (veh) 0.0 0.1 Control Delay (s/veh) 10.4 12.3 Level of Service (LOS) g g Approach Delay (s/veh) 0.0 12.3 _ Approach LOS A g Ipynght ® Z023 University of Florida. All Rights Reserved. HCS- TWSC Version 2023 Generated: 2/14/2023 7:05:17 PM 2 023-A M-Pa rk5t_H a m pto n In n.xtw General Information 3A Site Information Analyst J. Buckholz Intersection NE Park Street / SE 13th Avenue ncy/Co. BUCKHOLZ TRAFFIC Jurisdiction Okeechobee County uate Performed 7/7/2023 East/West Street NE Park Street Analysis Year 2024 North/South Street SE 13th Avenue Time Analyzed AM Peak Hr. BUILD Traffic Peak Hour Factor 0.86 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description #23-1820 Lanes � J $- '7' -y L � t G 'i1+Yt ?tf Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R ^-iority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 .mber of Lanes 0 1 2 0 0 1 2 1 0 0 1 0 0 1 Configuration L T TR L T R R R Volume (veh/h) 4 18 917 4 0 7 1133 18 9 51 Percent Heavy Vehicles (%) 0 2 0 14 29 2 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.4 4.1 4.1 6.9 6.9 Critical Headway (sec) 6.40 4.14 4.38 7.48 6.94 Base Follow -Up Headway (sec) 2.5 2.2 2.2 3.3 3.3 Follow -Up Headway (sec) 2.50 2.22 2.34 3.59 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 26 8 10 59 Capacity, c (veh/h) 383 580 425 406 v/c Ratio 0.07 0.01 0.02 0.15 95% Queue Length, Qqs (veh) 0.2 0.0 0.1 0.5 Control Delay (s/veh) 15.1 11.3 13.7 15.4 vel of Service (LOS) C B B C Approach Delay (s/veh) 0.4 0.1 13.7 15.4 Approach LOS A A B C Copyright ® 2023 University of Florida. All Rights Reserved. HCS- TWSC Version 2023 Generated: 7/7/2023 5:37:47 PM 2024_B_AM_ParkSt_S E13thAve.xtw General Information Site Information Analyst J. Buckholz Intersection NE Park St / Hampton Inn / NE 12th Ave. Agency/Co. BUCKHOLZ TRAFFIC Jurisdiction Okeechobee County Date Performed 7/7/2023 East/West Street NE Park Street Analysis Year 2024 North/South Street Hampton Inn Drive / NE 12th Avenue Time Analyzed AM Peak Hr. BUILD Traffic Peak Hour Factor 0.86 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description #23-1820 Lanes _ Jd 1.A.4kJ-L � L 11tYt rr Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound West boundNorthbound Southbound Movement U L T R U L T R U L T R U L _ T -T -R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of Lanes 0 0 2 0 0 1 2 0 0 0 1 0 0 1 Configuration T TR L T TR R R Volume (veh/h) 906 2 25 ; 4 1159 0 14 ' 1 Percent Heavy Vehicles (%) 2 V 2 2 0 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.4 4.1 6.9 6.9 Critical Headway (sec) 6.44 4.14 6.94 6.90 Base Follow -Up Headway (sec) 2.5 2.2 3.3 3.3 Follow -Up Headway (sec) 2.52 2.22 3.32 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 34 16 1 Capacity, c (veh/h) 320 495 402 v/c Ratio 0.11 0.03 0.00 95% Queue Length, Q,, (veh) 0.4 0.1 0.0 Control Delay (s/veh) 17.6 12.5 14.0 Level of Service (LOS) C B B Approach Delay (s/veh) 0.4 12.5 14.0 Approach LOS A B B Copyright ® 2023 University of Florida. All Rights Reserved. HCS'" TWSC Version 2023 Generated: 7/11/2023 10:33.49 AM 2024_B_AM ParkSt_HamptonInn.xtw PM PEAK HOUR General Information Site Information Analyst J. Buckholz Intersection Agency/Co. BUCKHOLZ TRAFFIC Jurisdiction Date Performed 2/14/2023 East/West Street Analysis Year 2023 North/South Street Time Analyzed Weekday PM Peak Hour Peak Hour Factor Intersection Orientation East-West Analysis Time Period (hrs) Project Description #23-1820 Lanes J4 1).4-1-L Major Street: East-West NE Park Street / SE 13th Avenue Okeechobee County w NE Park Street SE 13th Avenue 0.91 0.25 Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L 1 T R U L T R U L T R Priority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 1 U z U U 1 z U U - 1 V U U U Configuration U T TR L T LR Volume (veh/h) 5 1230 14 2 31 1136 2 16 i Percent Heavy Vehicles (%) 0 0 3 0 0 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.4 6.4 4.1 7.5 6.9 Critical Headway (sec) 6.40 6.40 4.16 6.80 6.90 Base Follow -Up Headway (sec) 2.5 2.5 2.2 3.5 3.3 Follow -Up Headway (sec) 2.50 2.50 2.23 3.50 3.30 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 5 36 20 Capacity, c (veh/h) 234 449 329 We Ratio 0.02 0.08 0.06 95% Queue Length, Qqs (veh) 0.1 0.3 0.2 Control Delay (s/veh) 20.8 13.7 16.6 Level of Service (LOS) C I B I J C Approach Delay (s/veh) 0.1 0.4 16.6 Approach LOS A A C opyright ® 2023 University of Florida. All Rights Reserved. HCS" TWSC Version 2023 Generated: 2/14/2023 6:50:35 PM 2023_PM ParkSt SE13thAve.xtw General Information Site Information Analyst J. Buckholz Intersection NE Park Street / Hampton Inn Driveway ncy/Co. BUCKHOLZ TRAFFIC Jurisdiction Okeechobee County Uate Performed 2/14/2023 East/West Street NE Park Street Analysis Year 2023 North/South Street Hampton Inn Driveway Time Analyzed Weekday PM Peak Hour Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description #23-1820 Lanes J4 1..*J,L � t 4 -� + 11tYt rf Major Street East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R --iority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 ,mberof Lanes 0 0 2 0 0 1 2 0 0 0 1 0 0 0 Configuration T TR L T R Volume (veh/h) 1232 36 0 19 1123 17 Percent Heavy Vehicles (%) 0 2 2 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 4.1 6.9 Critical Headway (sec) 4.14 6.94 Base Follow -Up Headway (sec) 2.2 3.3 Follow -Up Headway (sec) 2.22 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 21 19 Capacity, c (veh/h) 487 384 v/c Ratio 0.04 0.05 95% Queue Length, Q95 (veh) 0.1 0.2 Control Delay (s/veh) 12.7 14.9 rel of Service (LOS) B B Approach Delay (s/veh) 0.2 14.9 Approach LOS A B Copyright ® 2023 University of Florida. All Rights Reserved. HCS- TWSC Version 2023 Generated: 2/14/2023 7:07:47 PM 2023_PM_ParkSt_Hamptonlnn.xtw General Information Analyst J. Buckholz Agency/Co. BUCKHOLZ TRAFFIC Date Performed 7/7/2023 Analysis Year Time Analyzed Intersection Orientation Project Description Lanes 2024 PM Peak Hr. BUILD Traffic East-West #23-1820 Site Information Intersection NE Park Street / SE 13th Avenue Jurisdiction Okeechobee County East/West Street NE Park Street SE 13th Avenue 0.91 0.25 North/South Street Peak Hour Factor Analysis Time Period (hrs) Major Street: East-West Vehicle Volumes and Adjustments -- ----- - -- -- --- --- -- Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T� R U L T R U L T R Priority lU 1 2 3 4U 4 5 6 7 8 9 10 11 12 Number of LOnec n t 1 1 n Configuration L T TR L T R R R Volume (veh/h) 14 88 1 1336 14 2 31 1167 84 f 18 130 Percent Heavy Vehicles (%) 2 2 0 3 0 2 Proportion Time Blocked Percent Grade (%) Right Turn Channelized Median Type I Storage Critical and Follow-up Headways Base Critical Headway (sec) Critical Headway (sec) Base Follow -Up Headway (sec) Follow -Up Headway (sec) 0 0 No No No Left + Thru 1 4.1 6.4 4.1 6.9 6.9 6.4 6.44 4.14 6.40 4.16 6.90 6.94 2.5 2.2 2.5 2.2 3.3 3.3 2.52 2.22 2.50 2.23 3.30 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 112 36 20 143 Capacity, c (veh/h) 370 400 363 417 v/c Ratio 0.30 0.09 0.05 0.34 95% Queue Length, Q95 (veh) 1.3 0.3 0.2 1.5 Control Delay (s/veh) �- 18.9 14.9 15.5 18.1 Level of Service (LOS) C B C C Approach Delay (s/veh) 1.3 0.4 15.5 18.1 Approach LOS A A C C opyngnt V Zu[s University of Florida. All Rights Reserved. HCS'" TWSC Version 2023 Generated: 7/7/2023 5:41:02 PM 2024-8_P M_ParkSt_SE13thAve.xtw General Information _ _ _ Site Information Analyst J. Buckholz Intersection NE Park St. / Hampton Inn / NE 12th Ave. ncy/Co. BUCKHOLZ TRAFFIC Jurisdiction Okeechobee County Uate Performed 7/7/2023 East/West Street NE Park Street Analysis Year 2024 North/South Street Hampton Inn Driveway / NE 12th Avenue Time Analyzed PM Peak Hr. BUILD Traffic Peak Hour Factor 0.91 Intersection Orientation East-West Analysis Time Period (hrs) 0.25 Project Description #23-1820 Lanes � 4 Y Jd 1.1�4- JP, L L }- t Major Street: East-West Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R ";Ority 1U 1 2 3 4U 4 5 6 7 8 9 10 11 12 ,tuber of Lanes 0 0 2 0 0 1 2 0 0 0 1 0 0 1 Configuration T TR L T TR R R Volume (veh/h) 1347 37 88 19 1182 21 17 46 Percent Heavy Vehicles (%) 2 2 2 2 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 6.4 4.1 6.9 6.9 Critical Headway (sec) 6.44 4.14 6.94 6.94 Base Follow -Up Headway (sec) 2.5 2.2 3.3 3.3 Follow -Up Headway (sec) 2.52 2.22 3.32 3.32 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 118 19 51 Capacity, c (veh/h) 164 348 405 v/c Ratio 0.72 0.05 0.12 95% Queue Length, Q9, (veh) 4.3 0.2 0.4 Control Delay (s/veh) 68.7 15.9 15.2 ,el of Service (LOS) F C C Approach Delay (s/veh) 5.6 15.9 15.2 Approach LOS A C C Copyright ® 2023 University of Florida. All Rights Reserved. HCS- TWSC Version 2023 Generated: 7/7/2023 5:44:32 PM 2024_B_PM_ParkSt_Ham ptonlnn.xtw 400010 AMERICAN CIVIL ENGINEERING CO. 207 NORTH MOSS ROAD, SMITE 211 • WIN FER 17+-.ii, Telephone: (40171 3 2` 7 700 • ww��.�ui�eric,lnei.-ilF�nsz r�c�ering.ce�r�r 1rJl.t7tt 71: Y,t 11!!'!. fIluli �lil<e r•tatt January 12, 2023 City of Okeechobee 55 SE 3"' Ave Okeechobee FL, 34974 Subject: Traffic Impact Statement of Park Street Commerce Center Park Street Commerce Center is a proposed mixed use commercial development covering 16.2 acres on current undeveloped property in Okeechobee Florida. The location of the project is along State Road 70 East, 3/4ths of a mile from the intersection with US441. Intended uses for the proposed development include drive - through restaurant, car wash, hotel, and personal storage. The city shared the August 2020 traffic impact analysis performed by MacKenzie Engineering & Planners performed for the westered neighboring site consisting of a fuel station and 14 acres of undeveloped commercial land. Their report summary included roadway improvements for the fuel station and based all 14 acres of future commercial land developed as general commercial. The proposed uses of Park Street Commerce Center (205 trips/acre) are below general commercial rates (465 trips/acre). Below are the AM/PM peak hourly generation rates along with average daily trip rates for the proposed development based on ITE data. AVERAGE DAILY TRIPS AUTOMATED CAR WASH (ITE 11TH ED, CODE 948) AM PEAK PM PEAK 1 TUNNEL = 12 TRIPS = 14 TRIPS FAST-FOOD RESTAURANT W/ DRIVE -THROUGH WINDOW (ITE 11TH ED, CODE 934) 4600 SF 44.61 TRIPS PER 1,000 SF = 206 TRIPS 4600 SF 33.03 TRIPS PER 1,000 SF = 152 TRIPS HOTEL (ITE 10TH ED, CODE 310) 100 ROOMS 0.46 TRIPS PER ROOM 100 ROOMS 0.59 TRIPS PER ROOM MINI -STORAGE (ITE 11TH ED, CODE 151) 107,000 SF 0.15 TRIPS PER 1,000 SF 107,000 SF 0.16 TRIPS PER 1,000 SF TOTAL AVG. DAILY TRIPS = 46 TRIPS = 59 TRIPS = 17 TRIPS = 18 TRIPS = 281 TRIPS = 243 TRIPS AVG DAILY TRIPS = 166 TRIPS = 2,148 TRIPS = 800 TRIPS = 156 TRIPS = 3,270 TRIPS Should you have any questions or would like to discuss the project at any time during your review, please contact me (407)376-1777 or at johnnye1 arnericancivilengineering.com. Sincerely, American Civil Engineering Company Johnny Herbert IV, P.E. 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VERIFY COLOR, LOCATION, AND ADDRESS w/ LOCAL FIRE DEPT. NUMBERS TO BE MIN. 6' H v 12" W WEST / DRIVE THRU ELEVATION ALUMINUM ROOF LADDER w/ SECURITY BE PAINTED TO�MATCH EIFS BLUE LED STRIP LIGHT (NON -FLASHING) ALL TOWERS EXCEPT REAR NATURAL ALUMINUM CANOPY FASCIA, DOORS, DOOR FRAMES, AND WINDOW FRAMES I�,.I•sJ�fi��walm '.•ILL _ _ -i EAST / MAIN ENTRY ELEVATION \— KNOX BOX -VERIFY LOCATION 8 TYPE W/ LOCAL FIRE DEPT ROOFUNE BEHIND; PARAPET SCREENS ROOF TOP EQUIPMENT NORTH / REAR ELEVATION REPRESENTATION MATERIAL COLOR ROOF EDGE "HARBOR BLUE" EXCEPTIONAL METALS ACCENT EIFS 'TOW TAUPE' SW7038 WOOD -LOOK CLADDING "BRAZILIAN IPE' NEWTECHWOOD METAL AWNINGS "SIGNAL BLUE' (BY OTHERS) RAL 5005 ` EIFS 'POPULAR GRAY' f SW60TI MFGR D STONE w/ STONE SILL TRIM "ECHO RIDGE" BORAL SYNTHETIC WOOD OR CEDAR 2z6 PLANK BOARDS @ DUMSPTER GATE. COLOR TO MATCH EIFS. 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''�� 1 f f F �.'.1�' �' �1.'L'.1_ ,r,•r'��V ti y ti . ♦ .. . 11 ' • ; _ZL�L •' 1 r y� L • 1' •' •'1� ' 1 T.•• `•'. ,r •• •� 1 '}�L,• 1 %'"{• 1 1'•1�h y 1 - � • 1.. 1 7 ' _'. el''� � •_ � •� 1 r�i1�1 '{ �� 1 y % 1 '1. r• ti� ''1 7. ti ti : • 1, ' .. •� r' i•�5 �. +•1+ 1_i ~' 7 r �ti�r 'ti.17:ti r 19. % 'ti _ 1 'r_ Air- , :i ; ;� 1_ 1 f .y rti :L�' '1' �r } ,• 1L% x 1� % •1 J'1�' •T•Y .r. 1 ey, r L rti 95 ,•'� •1, Y ti• J' L ' •e *rL 'ti 'i•1• '''J� h •' 1 �' •'r7% •' '' 'ti •' f r '• ti 1 - ,� L1 'Y• I�• IL 71 i .tir , ' ti i I I I III III i i i V PROPOSED SIGN: NO URGE TRUCKS AND / TRAILERS IN OPoVE-THRU 1 I 1 , I e I 1 r h j 1 r= r FL METR A. 4.900 SF F I—� �*..M-.R:VE-THRU BYPASS LANEOTRURUCKS AND i it 1 - 'i ILORDER WAHNG AREA. — — — — — — — MAX CAPACITY 16 VEHICLES f F— CULVER'S OKEECHOBEE - VEHICLE ROUTING PLAN OKEECHOBEE, FLORIDA GRAPHIC SCALE IN FEET D 5� NOTES, VEHICLES USED: 2-DOOR JAGUAR - 5'K12' • 4-DDOR JEEP GRAND CTERO(EE -6'K 15' • 4-DDOR TOYOTA PICKUP TRUCK - 6' K 17.5' PER ME OUEVING OBSERVATION LETTER DATED SEPTEYBER 20, 2023, THE DOUBLE DPoVE-MROUGH PEAK HOOT QUEUE ANTICIPATED BEHIND ME ORDER BOARDS WAS 10 VEHICLES TOTAL. INCLUDING ME VEHICLES AT THE ORDER BOARDS. Kimley >>> Horn Expect More. Experience Better. © 2022 KIYLEY-HORN AND AMWAXE INC. 127" MAN BAY PARKWAY WEST, SUITE 2.650 JACK —ME. I—NDA 32258 PHONE 904-828-3K0 WWW.IOMLEY-HORN.COM REGSTRY No. 351D6 Kimley>Morn October 23, 2023 Mr. Ben Smith, AICP Morris-Depew Associates, Inc. 2914 Cleveland Avenue Fort Myers, FL 33901 Re: Culver's Okeechobee Application Number: 23-004-TRC Submittal #1 Comments & Responses KHA #045523036 Mr. Smith: Kimley-Horn and Associates, Inc. (Kimley-Horn) is in receipt of the City of Okeechobee TRC Staff Report email dated September 18, 2023. We prepared the following responses to the TRC Staff Reports comments. City of Okeechobee staff comments are shown below in bold, followed by our responses in italics. 1. Potable water and Sewer: Availability of potable water and sewer service for this site has not been included within the application submittal package. Response: Please see the attached availability letter dated September 26, 2023. 2. Traffic Generation: The applicant has provided a traffic analysis prepared by American Civil Engineering Co. which demonstrates available roadway capacity for 4,600 sq/ft drive - through restaurant, which is less than the proposed 4,827 sq/ft facility. Response: The master developer has previously provided the Traffic analysis and has determined that the difference in square footage is deemed negligible where a net increase of 13 total cars was accounted for. 3. Access and Internal Circulation: The site plan does not demonstrate that the access driveways and the internal drive aisles are a minimum 24' wide. Response: Please see Sheets C-06 and C-07 for driveway and internal drive aisle dimensions. 4. Furthermore, the proposed cross -access easement is 20' wide, which is not consistent with the minimum required 24' wide drive aisle width. It is recommended that the proposed easement width is revised in the proposed plat. Response: Please see Sheets C-06 and C-07 for cross -access easement width of 24' per the master developer's plat information provided. Kimley>>> Horn 5. Functionality of the drive through will be determined as part of the special use exception for that feature. Response: Acknowledged. 6. A crosswalk for pedestrians should be provided through the drive -through lanes to access the proposed sidewalk. Response: Please see sheet C-06 for northern most pedestrian walkway/crosswalk along eastern side of the building with appropriate signage. 7. Dumpster Location and/or Trash Collection: Multiple parking spaces obstruct access to the dumpster. In addition, accessing the dumpster requires the obstruction of the proposed pedestrian walkway to provide removal services. Response: Please see Sheet C-06 for revised dumpster pad area. The parking stalls have been removed from in front of the dumpster. Also, per our discussion with Ben Smith on 10/11123, the Culver's will coordinate with the solid waste entity to ensure that the dumpster is serviced after hours so that it can traverse the parking areas without conflict with customer vehicles. 8. Minimum parking space dimensions: Dimensions of the proposed spaces are not provided. Response: Please see Sheets C-06 and C-07 for parking dimensions. 9. Minimum parking access dimensions: Drive aisle width is not indicated on the site plan. A minimum 24' width must be provided for all driveways and 2-way access aisles, including cross -access easement. Response: Please see Sheets C-06 and C-07 for drive aisle and cross -access easement widths. 10. Parking and loading space layout: No designated pedestrian crosswalks depicted. Response: Please see sheet C-06 for northern most pedestrian walkway/crosswalk along eastern side of the building with appropriate signage. 11. Parking and loading space layout: No pedestrian walkway/crosswalk provided from northern most parking spaces to the proposed pedestrian walkway along the eastern side of the building. Response: Please see sheet C-06 for northern most pedestrian walkway/crosswalk along eastern side of the building with appropriate signage. 12. Parking and loading space layout: Minimum 20' setback from "Lincoln Street" not indicated on the site plan. Kimley»>Horn l'3 Response: Please see Sheet C-06 for the 20' building setback label. 13. Minimum number of ADA parking spaces: Only 3 ADA spaces proposed. Response: Please see Sheet C-06 for the additional ADA space that has been added. 14. Minimum ADA parking space dimensions: Space dimensions are not indicated on the site plan. Response: Please see Sheets C-06 and C-07 for ADA parking space dimensions. 15. Landscaping Requirements for Parking and Vehicular Use Areas: 65 spaces required; 1,170 sq/ft of landscaped area required. Response: 77 parking spaces and 28,341 sq/ft of landscaped area has been provided. 16. Landscaping Requirements for Parking and Vehicular Use Areas: Width of the landscaped areas between the proposed building and the vehicular use areas is not provided. Response: Please see Sheets C-06 and C-07 for landscaped areas width. 17. Landscaping Requirements for Parking and Vehicular Use Areas: Dimensions of the landscaped islands not provided. Response: Please see Sheets C-06 and C-07 for landscaped island dimensions. 18. Landscape buffer areas: Buffer widths not completely provided. Only an 8' landscape buffer is proposed along SR-70 frontage. Response: Please see Sheet C-06 for the proposed 10' Landscape Buffer. 19. Landscape design and plan: No pedestrian walkway proposed between the northern parking spaces and the proposed building. Response: Please see sheet C-06 for northern most pedestrian walkway/crosswalk along eastern side of the building with appropriate signage. 20. Sidewalks: No sidewalks proposed along NE 13t' Ave. Response: The master developer shall provide sidewalks along NE 13"' Ave as shown on Sheet C-06. Kimley>) Horn Recommendations: 1. Plans must be consistent with final plat approval and all conditions of that approval. Response: Acknowledged, packages have been revised for consistency. 2. Building permits may not be issued until final plat approval of 23-003-TRC. Response: Acknowledged. 3. A monument sign is proposed, although no sign plan has been submitted with the site plan application. (Appendix B, Information 11). Proposed signage location and design plans must be submitted for review. Response: Please see Sheet C-06 for monument sign location as well as architectural details for design plans. 4. Availability of potable water and sewer service for this site must be demonstrated. Response: Please see the attached availability letter dated September 26, 2023. 5. The traffic study must be revised for consistency with the proposed intensity of the principal structure and for uses allowed within the CHV zoning district. Response: The traffic study was previously provided by the master developer and has been determined that the difference in net trips between the discrepancy between building SF to be negligible. 6. The applicant must provide dimensions and length of the proposed drive -through queue (all proposed lanes) to be determine adequacy of on -site traffic circulation. a. Stacking lanes should be designed to minimize traffic congestion. b. Typical vehicle dimensions for proposed queueing should be provided. Response: The traffic design for the drive -through has been deemed appropriate through conversation with the city's planner. 7. Revise dumpster enclosure location to address conflicts with parking facility. Response: Please see Sheet C-06 for revised dumpster pad area. The parking stalls have been removed from in front of the dumpster. Also, per our discussion with Ben Smith on 10/11123, the Culver's will coordinate with the solid waste entity to ensure that the dumpster is serviced after hours so that it can traverse the parking areas without conflict with customer vehicles. Kimley>>> Horn i'<<,c s 8. Landscaping is proposed within the utility easement. Public works to determine whether a condition of approval is necessary to address removal and replacement for utility maintenance. Response: Acknowledged. 9. Dimensions for parking spaces, drive aisles, setbacks, landscape buffers and other features must be provided to determine compliance. Response: Please see Sheet C-06 for parking spaces, drive aisles, setbacks, and landscape buffers dimensions. 10. Internal pedestrian walkways should be designated. Response: Please see Sheet C-06 for designated pedestrian walkways. 11. A crosswalk for pedestrians should be provided through the drive -through lanes to access the proposed sidewalk. Response: Please see sheet C-06 for northern most pedestrian walkway/crosswalk along eastern side of the building with appropriate signage. 12. A sidewalk should be provided on 13th Ave. Response: The master developer shall provide and construct sidewalks along NE 13th Ave as shown on Sheet C-06. I hope that the above responses are sufficient for you to complete the review of our application. Should you have any further questions, please feel free to contact me at (904) 828-3900. Very truly yours, KIMLEY-HORN AND ASSOCIATES, INC. ;os Cocknel, PE Project Manager OKEECHOBEE UTILITY AUTHORITY 100 SW 5th Avenue Okeechobee, Florida 34974-4221 (863) 763-9460 FAX: (863) 467-•4335 November 7, 2023 Mr. Jeff Liegel S & L Properties Okeechobee, LLC 2651 Kirking Court Portage, WI 53901 Ref: Wastewater Capacity Request Parcel ID: 2-15-37-35-OA00-00010-0000 3-15-37-35-0210-00010-0010 City of Okeechobee, Okeechobee County Dear Mr. Liegel: In reference to a request of the availability of wastewater capacity for the subject property, I submit the following information for your use in the permitting for the above referenced project. The Okeechobee Utility Authority owns and operates one regional wastewater treatment plant with a FDEP permitted capacity of 3.9 MGD. During the twelve month period from July 2022 to June 2023, the annual average daily demand was 0.967 MGD, or about 25% of the current 3.9 MGD treatment capacity. The OUA has a wastewater force main near the subject property. Any infrastructure improvements required by this project will be at the developer's expense. Should you have any other questions, comments or concerns with regards to the wastewater system capacity, please contact the OUA at 863.763.9460. Sincerely, 6J�o ford Executive Director Okeechobee Utility Authority OKEECHOBEE UTILITY AUTHORITY -�� 100 SW 5th Avenue Okeechobee, Florida 34974-4221 (863) 763-9460 FAX: (863) 467-4335 November 7, 2023 Mr. Jeff Liegel S & L Properties Okeechobee, LLC 2651 Kirking Court Portage, Wl 53901 Ref: Water Capacity Request Parcel ID: 2-15-37-35-OA00-00010-0000 3-15-37-35-0210-00010-0010 City of Okeechobee, Okeechobee County Dear Mr. Liegel: In reference to a request for the availability of water capacity to the subject property, I submit the following information for your use in meeting the potable water demand requirements for the project. The Okeechobee Utility Authority owns and operates two water treatment plants with a combined treatment capacity of 6 MGD. During the twelve month period from July 2022 to June 2023, the maximum daily flow was 3.37 MGD, or about 65% of capacity. The OUA does have a potable water distribution main in State Road 70E right-of-way near the subject property. Any upgrade requirements to the water system infrastructure due to the demands of the proposed project will be at the developer's expense. Should you have any questions, comments or concerns with regards to the water system capacity, please contact the OUA at 863-763-9460. Sincerely, hn F. Ha el' Exec e' irector Okeechobee Utility Authority Kimley>>Morn September 20, 2023 RE: Culver's Restaurants Drive -Through Queueing Observations To Whom it may Concern: Kimley-Horn has conducted drive -through queueing observations at two existing Culver's locations: • 7818 Gate Parkway in Jacksonville, Florida (approx. 5,000 gross square feet) • 1767 Blanding Boulevard in Middleburg, Florida (approx. 5,100 gross square feet) Based on the hourly distribution of vehicle trips by land use, published by the Institute of Transportation Engineers in Trip Generation, Ill Edition, the highest weekday three-hour period of trip generation for a fast-food restaurant with drive -through is 11:00 AM to 2:00 PM. Accordingly, data collection at both existing Culver's locations occurred from 11:00 AM to 2:00 PM. This letter summarizes the queueing observations and recommendations for future Culver's restaurant designs. Gate Parkway Culver's Queueing Observations Drive -through queueing data was collected at the existing Gate Parkway Culver's on Thursday, November 17, 2022. At this location, one Kimley-Horn staff member documented the queue behind the order boards (including vehicles at the order boards), and one Kimley- Horn staff member documented the queues ahead of the order boards (including queues between the order boards and the pay window and queues ahead of the pay window in the order waiting spaces). Kimley-Horn staff also noted whether the space between the order boards and the pay window filled up (whether the queue in front of the order boards backed up to the order boards). This allowed determination of whether the order board or the area ahead of the order board was the controlling factor for the maximum queue behind the order board. Queues were noted in two -minute intervals. The queues noted for each interval represent the maximum queue that occurred over that two -minute interval. The following observations were noted at the Gate Parkway Culver's: • This is a double drive -through facility and both drive -through lanes were fully operational. • From approximately 11:30 AM to 2:00 PM, two employees stood at the order boards (one at each order board) and took orders from the customers. Kimley>>> Horn Page 2 • It appeared that customers paying with credit card paid the employees that were standing at the order boards, skipped the pay window, and proceeded to the order waiting area. • It appeared that customers paying with cash paid at the pay window. • The maximum queue noted behind the order boards (including vehicles at the order boards) was 10 vehicles. • During the entire observation period, the queue behind the pay window only backed up to the order boards one time, and this backup lasted approximately two minutes (from 12:59 PM to 1:01 PM). During this time, there were several empty spaces ahead of the pay window in the order waiting spaces. The queue behind the order boards from 12:59 PM to 1:01 PM was a maximum of 6 vehicles. Based on these observations, the queue storage for future sites in design should be based on the maximum queue observed behind the order boards rather than measuring the queue from the pay window. Blanding Boulevard Culver's Queueing Observations Drive -through queueing data was collected at the existing Blanding Boulevard Culver's on Tuesday, November 29, 2022. At this location, one Kimley-Horn staff member documented the queue behind the order board (including the vehicle at the order board). Based on the previous observations at the Gate Parkway location, queues ahead of the order board were not documented, as these queues were not observed to affect the queues behind the order boards. The following observations were noted at the Blanding Boulevard Culver's.. • This is a single drive -through facility. • Unlike the Gate Parkway location, customers at the Blanding Boulevard location ordered directly from the order board (not from an employee standing near the order board) and paid at the pay window. • The maximum queue noted behind the order board (including the vehicle at the order board) was 6 vehicles. • During the entire observation period, the queue behind the pay window backed up to the order board three times (at 12:07 PM, at 1:10 PM, and at 1:17 PM), each time lasting less than 2 minutes. The data collection sheets for each location are attached. Kimley>>> Horn Page 3 Conclusion On -site queueing observations were conducted at two existing Culver's restaurants located on Gate Parkway in Jacksonville, Florida and on Blanding Boulevard in Middleburg, Florida. At the Gate Parkway location (double drive -through), the maximum queue observed behind the order boards was 10 vehicles, including the vehicles at the order boards. At the Blanding Boulevard location (single drive -through), the maximum queue observed behind the order board was 6 vehicles, including the vehicle at the order board. At both sites, the space between the pay window and the order boards was rarely ever filled by the queue, and therefore the controlling factor for the maximum queue was the order boards. Based on the observations, future Culver's restaurants should be designed to accommodate at least 10 vehicles behind the order boards on site, including vehicles parked at the order boards. Please do not hesitate to contact me at (904) 828-3900 or lack.hulsbergCa�.kimley-horn.com should you have any questions. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Jack Hulsberg, P.E. Project Manager X C E N SF F-,Op J No 83370 •. STATE OF ; • 4V This item has been digitally signed and sealed by: ��0�;•. •,c� D p,•.,•�il% Digitally signed by Jack �j ¢` O R 1 • r� �♦ I �' ... ...... G lul, IV- Jack H u l s b e r g Dateb2023.09.20 11:15:46 ,e,gi+� sr©N A �.� %% -04'00' on the date adjacent to the signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Location: Culver's 7818 Gate Parkway Jacksonville, FL 32256 Analysts: Ryan Clark and Jack Hulsberg Time Queue Behind Order Boards (Including vehicles at the order hoards) Did Space Between Wlndowand Order Board Fill Up? Queue Between Window and Order Board Vehicles In Order Waiting Spaces From TT. 11:00 AM 11:02 AM 2 No 2 1 11:02 AM 11:04 AM 1 No 2 1 11:04 AM 11:06 AM 0 No 2 1 11:06 AM 11:08 AM 1 No 0 3 11:08 AM 11:10 AM 5 No 0 3 11:10 AM 11:12 AM 5 No 0 2 11:12 AM 11:14AM 5 No 0 2 11:14 AM 11:16 AM 5 No 0 1 11:16 AM 11:18 AM 3 No 2 2 11:18AM 11:20 AM 3 No 4 2 11:20 AM 11:22 AM 3 No 3 3 11:22 AM 11:24 AM 9 No 1 5 11:24 AM 11:26 AM 9 No 0 5 11:26 AM 11:28 AM 6 No 0 5 11:28 AM 11:30 AM 3 No 0 7 11:30 AM 11:32 AM 3 No 0 8 11:32 AM 11:34 AM 4 No 0 8 11:34 AM 11:36 AM 2 No 2 6 11:36 AM 11:38 AM 1 No 0 7 11:38 AM 11:40 AM 1 No 0 6 11:40 AM 11:42 AM 2 No 0 3 11:42 AM 11:44 AM 1 No 0 1 11:44 AM 11:46 AM 2 No 0 2 11:46 AM 11:48 AM 0 No 0 3 11:48 AM 11:50 AM 1 No 0 3 11:50 AM 11:52 AM 1 No 0 2 11:52 AM 11:54 AM 4 No 0 3 11:54 AM 11:56 AM 2 No 1 4 11:56 AM 11:58 AM 1 No 0 6 11:58 AM 12:00 PM 3 No 0 6 Time Queue Behind Order Boards (Including vehicles at the order boards) Did Space Between Window and Order Board FIII Up? Queue Between Window and Order Board Vehicles in Order Waiting Spaces From To 12:00 PM 12:02 PM 2 No 1 6 12:02 PM 12:04 PM 3 No 0 7 12:04 PM 12:06 PM 3 No 0 6 12:06 PM 12:08 PM 3 No 1 7 12:08 PM 12:10 PM 4 No 3 5 12:10 PM 12:12 PM 6 No 3 5 12:12 PM 12:14PM 7 No 0 6 12:14PM 12:16 PM 6 No 0 6 12:16 PM 12:18 PM 6 No 0 7 12:18 PM 12:20 PM 3 No 0 9 12:20 PM 12:22 PM 1 No 0 7 12:22 PM 12:24 PM 0 No 0 5 12:24 PM 12:26 PM 3 No 0 2 12:26 PM 12:28 PM 2 No 0 2 12:28 PM 12:30 PM 2 No 0 2 12:30 PM 12:32 PM 2 No 0 4 12:32 PM 12:34 PM 1 No 0 4 12:36 PM 4 No 1 5 12:38 PM 4 No 2 5 F12:34PM 12:40 PM 3 No 0 6 12:42 PM 3 No 0 7 : 12:44 PM 3 No 1 6 12:44 PM 12:46 PM 1 No 1 7 12:48 PM 1 No 0 5 12:50 PM 2 No 0. F12:46PM 12:52 PM 2 No 0 4 12:54 PM 1 No 0 4 12:56 PM 4 No 0 4 12:56 PM 12:58 PM 5 No 3 12:58 PM 1:00 PM 6 Yes 5 3 Date: Thursday, November 17, 2022 Time Queue Behind Order Boards (Including vehicles at the order boards) Did Space Between Window and Order Board Fill Up? Queue Between Window and Order Board Vehicles In Order Waiting Spaces From F To 1:00 PM 1:02 PM 4 Yes 6 2 1:02 PM 1:04 PM 4 No 2 6 1:04 PM 1:06 PM 1 No 0 7 1:06 PM 1:08 PM 2 No 1 4 1:08 PM 1:10 PM 2 No 0 6 1:10 PM 1:12 PM 3 No 1 6 1:12 PM 1:14 PM 3 No 0 5 1:14 PM 1:16 PM 4 No 0 7 1:16 PM 1:18 PM 8 No 0 7 1:18 PM 1:20 PM 10 No 0 6 1:20 PM 1:22 PM 9 No 1 7 1:22 PM 1:24 PM 9 No 1 6 1:24 PM 1:26 PM 10 No 0 7 1:26 PM 1:28 PM 10 No 0 8 1:28 PM 1:30 PM 7 No 2 8 1:30 PM 1:32 PM 5 No 4 6 1:32 PM 1:34 PM 4 No 3 7 1:34 PM 1:36 PM 3 No 2 8 1:36 PM 1:38 PM 2 No 3 5 1:38 PM 1:40 PM 5 No 0 2 1:40 PM 1:42 PM 5 No 0 3 1:42 PM 1:44 PM 2 No 1 4 1:44 PM 1:46 PM 1 No 2 4 1:46 PM 1:48 PM 3 No 0 4 1:48 PM 1:50 PM 5 No 0 6 1:50 PM 1:52 PM 4 No 1 6 1:52 PM 1:54 PM 3 No 3 5 1:54 PM 1:56 PM 3 No 0 8 1:56 PM 1:58 PM 2 No 1 7 1:58 PM 2:00 PM 2 No 1 6 Location: Culver's 1767 Blanding Blvd Middleburg, FL 32068 Analyst: Ryen Clark Time Queue Behind Order Board (Including vehicle at the order board) From To 11:00 AM 11:02 AM 1 11:02 AM 11:04 AM 1 11:04 AM 11:06 AM 0 11:06 AM 11:08 AM 2 11:08 AM 11:10 AM 2 11:10AM 11:12AM 1 11:12 AM 11:14 AM 0 11:14 AM 11:16 AM 0 11:16 AM 11:18 AM 1 11:18 AM 11:20 AM 1 11:20 AM 11:22 AM 3 11:22 AM 11:24 AM 3 11:24 AM 11:26 AM 2 11:26 AM 11:28 AM 1 11:28 AM 11:30 AM 1 11:30 AM 11:32 AM 1 11:32 AM 11:34 AM 1 11:34 AM 11:36 AM 2 11:36 AM 11:38 AM 2 11:38 AM 11:40 AM 1 11:40 AM 11:42 AM 1 11:42 AM 11:44 AM 1 11:44 AM 11:46 AM 2 11:46 AM 11:48 AM 2 11:48 AM 11:50 AM 1 11:50 AM 11:52 AM 3 11:52 AM 11:54 AM 3 11:54 AM 11:56 AM 2 11:56 AM 11:58 AM 1 11:58 AM 12:00 PM 1 Time Queue Behind Order Board (including vehicle at the order board) From To 12:00 PM 12:02 PM 2 12:02 PM 12:04 PM 2 12:04 PM 12:06 PM 4 12:06 PM 12:08 PM 2 12:08 PM 12:10 PM 1 12:10PM 12:12PM 2 12:12 PM 12:14 PM 1 12:14 PM 12:16 PM 0 12:16 PM 12:18 PM 1 12:18 PM 12:20 PM 2 12:20 PM 12:22 PM 1 12:22 PM 12:24 PM 1 12:24 PM 12:26 PM 1 12:26 PM 12:28 PM 1 12:28 PM 12:30 PM 1 12:30 PM 12:32 PM 0 12:32 PM 12:34 PM 5 12:34 PM 12:36 PM 6 12:36 PM 12:38 PM 5 12:38 PM 12:40 PM 3 12:40 PM 12:42 PM 4 12:42 PM 12:44 PM 1 12:44 PM 12:46 PM 1 12:46 PM 12:48 PM 1 12:48 PM 12:50 PM 0 12:50 PM 12:52 PM 2 12:52 PM 12:54 PM 2 12:54 PM 12:56 PM 1 12:56 PM 12:58 PM 1 12:58 PM 1:00 PM 1 Date: Tuesday, November 29, 2022 Time Queue Behind Order Board (including vehicle at the order board) From To 1:00 PM 1:02 PM 1 1:02 PM 1:04 PM 4 1:04 PM 1:06 PM 4 1:06 PM 1:08 PM 4 1:08 PM 1:10 PM 5 1:10 PM 1:12 PM 6 1:12 PM 1:14 PM 6 1:14 PM 1:16 PM 4 1:16PM 1:18PM 5 1:18 PM 1:20 PM 4 1:20 PM 1:22 PM 3 1:22 PM 1:24 PM 4 1:24 PM 1:26 PM 2 1:26 PM 1:28 PM 2 1:28 PM 1:30 PM 1 1:30 PM 1:32 PM 2 1:32 PM 1:34 PM 1 1:34 PM 1:36 PM 1 1:36 PM 1:38 PM 2 1:38 PM 1:40 PM 1 1:40 PM 1:42 PM 2 1:42 PM 1:44 PM 0 1:44 PM 1:46 PM 1 1:46 PM 1:48 PM 2 1:48 PM 1:50 PM 5 1:50 PM 1:52 PM 4 1:52 PM 1:54 PM 2 1:54 PM 1:56 PM 4 1:56 PM 1:58 PM 3 1:58 PM 2:00 PM 1 -• ME-Sfi-1.-d8Tt28-F4RG&ABC ME=50 SIGN DETAILS: cwwrt up tx3eef 9 ama— aftuw". 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