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2022-07-21 Item V. A. Exhibit 1 Complete SetLEGAL DESCRIPTION: SURVEYOR'S NOTES: 1. THE SURVEY DATE IS MARCH 18, 2021. 2. THIS IS A BOUNDARY SURVEY AS DEFINED IN CHAPTER 5J-17.050(11) OF THE FLORIDA ADMINISTRATIVE CODE. 3. THIS SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 4. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WTHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 5. BEARINGS SHOWN HEREON ARE BASED ON GRID NORTH, AND ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT. THE BEARING BASE FOR THIS SURVEY IS THE CENTERLINE OF NORTHEAST 4TH STREET BETWEEN BLOCKS HE AND 121, SAID LINE BEARS N 8-7.50- E AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 6. TLIS SURVEY DOES NOT HAVE THE BENEFIT OF A CURRENT TITLE COMMITMENT, OPINION, OR ABSTRACT. DURING THE COURSE OF THE SURVEY CORDS WERE MADE, BUT THICI SEARCHES WERE NOT EXHAUSTIVE AND SHOULD NOT BE CONSIDERED A SUBSTITUTE FOR A PROPER TITLE COMMITMENT, OPINION, OR ABSTRACT OBTAINED FROM A TITLE AGENCY OR OTHER TIRE PROFESSIONAL 7. THE LEGAL DESCRIPTION OF THE LAND CONTAINED IN THIS BOUNDARY SURVEY 15 BASED ON THE DESCRIPTION RECORDED IN OFFICIAL RECORDS BOOK 786, PAGE 1593, AND OFFICIAL RECORDS BOOK 816, PAGE 970 AS RECORDED IN THE PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA. 8. THIS SURVEY DELINEATES THE LOCATONS OF THE LEGAL DESCRIPTIONS ON THE GROUND, BUT DOES NOT DETERMINE OWNERSHIP OR PROPERTY RIGHTS. 9. ADJOINING PROPERTY INFORMATION WAS OBTAINED FROM OKEECHOBEE COUNTY PROPERTY APPRAISER OFFICE AND PER PLAT. 10. AERIAL IMAGERY SHOWN HEREON WAS OBTAINED FROM THE LAND BOUNDARY INFORMATION SYSTEM (LABINS) DATED 2018 AND IS SHOWN FOR INFORMATIONAL PURPOSES ONLY. 11. SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE X PER FEMA MAP NUMBER 12093C, PANEL NUMBER 0485C, WITH AN EFFECTIVE DATE OF 07116115. Survey Information: Boundary and Topographic dab provided by: BSM 6 1 B'ASSOCIATES .fl LAND SURVEYING SERVICES Steven L. Dobbs Engineering, LLC Consulting Engineers 1062 ✓akes Way - Okeechobee, FL 34974 Phone: (863) 824-7644 ENGINEERING aoalaA�EanH�A.E O,w.aOAQA.IM, a,.aoom.ae Construction Plans FOR Glenwood Park, LLC City of Okeechobee, Florida LOCATION MAP SCALE: N.T.S. VII,.NVI IT II SCALE: N.TS, INDEX OF SHEETS C000 OF 19 TITLE SHEET C600 OF 19 C001 OF 19 GENERAL NOTES & SPECIFICATIONS C601 OF 19 CD001 OF 19 BLOCK 110 EXISTING CONDITION, DEMOUTION,AND SEDIMENT CONTROL PLAN C602 OF 19 CDO02 OF 19 BLOCK 121 EXISTING CONDITION, DEMOUTION,AND SEDIMENT CONTROL PLAN C603 OF 19 C201 OF 19 BLOCK 110 HORIZONTAL CONTROL, STRIPPING AND SIGNAGE PLAN C701 OF 19 C202 OF 19 BLOCK 121 HORIZONTAL CONTROL, STRIPPING AND SIGNAGE PLAN C702 OF 19 C301 OF 19 BLOCK 110 PAVING, GRADING & DRAINAGE PLAN C302 OF 19 BLOCK 121 PAVING, GRADING & DRAINAGE PLAN C401 OF 19 BLOCK 110 OVERALL SEWERLINE PLAN C402 OF 19 BLOCK 121 OVERALL SEWERLINE PLAN C403 OF 19 SEWER ROUTING ALONG 3RD STREET C501 OF 19 BLOCK 210 OVERALL WATERLINE PLAN C502 OF 19 BLOCK 221 OVERALL WATERLINE PLAN DETAILS - 1 DETAILS - 2 DETAILS - 3 DETAILS - 4 BLOCK 110 LANDSCAPING PLAN BLOCK 121 LANDSCAPING PLAN NF woaaffrxe Law Glenwood Park, LLC ENGINEERS PROJECT No. 2021-014 GENERAL NOTES 1. COMador is re,ponaible for checltln9 actual site conditions before starting wMdmdion. 2. Any discrepancies on the drewirgs shall be brought to [he afteMion of [he engineer before commencing work. 3. DOMHictor shall obtain all required buibirg permits before commencing worn. 4. Contactor shall be responsible for location of all existing utilNes. The contractor shall comact all concerned utilities at least 48 hours in advance for constmction operations. 5. No flab changes or deviations tram designm be made without prior approval of the engineer. 6. All construction shall be completed in a .Hitince with the applicable oHdimMme. of City ct Okeechobee, Florida. T. Contractor shell supply tlenaity testa to engineer on all eubyatle antl base. Teats .hall be prep... per AASHTO T-180 memed. 8. Slopeg,de,f.. ale H-ashown to existing gad, at property line. S. Engineer shall be notified M lead 48 hours in advance for any inspection. 10. All tafic cenbel devices shall be in acoonlMnee with M.U.T.C.D. StaMMHJ,. 11. Erosion and sedimentation control techniques shall be incorporated during cenM,,ti., as follows: (1) akk screens shall be maintained at the plied perimeter. (2) No offaita discharges shall occur during construction. In the evert discharge is required, hay Was and/or turbidity curtains shall be incorporated at the discharge point as necessary to control turbidity. EROSION AND SEDIMENTATION CONTROL NOTES Corstmction activities can result in the generation of dgnificaM amounh of pollutants which may reach.rfM or grountl watere. One of the primary pollutants of surface waters I. M.dimeM due toero,ion. Excesdve q..Nitie. of..di..M which reach water bodies of flwtlpbi. have been.hown to.d,.-ly affed their physical, biokogkcel and chemical p.peri,. Thm.plt d sediment can obatmd stream channets, red... hydraulic capacity of water bodies offloodplains, reduce the design capacity of culverts and other works, and eliminate ethic in -Rebates and fish spawning substrates by siltation. Excessive suspended sediments reduce light penetration and therefore, reduce primary productivity. MINIMUM STANDARDS: 1. Sediment basin and traps, perimeter dikes, sediment baniers and other measures kMended to hap sediment shall be c.,M,d.d as a that step fen any landdistributing activity and shall be made functional before unslope land disturbance takes place. 2. All .etlimeM wmrol meawres are to be atljusead to meet field conditions at the time of wnstr-ion antl be consro-d pno,to any g,ding o, di,turbance of existing ,,face Hwt.rM on bell- of sit.. Penmde, sediment bell. shall be construded to prevent led intent or trash from flowing or floating on to adj... N properties. 3. Permanent oltalp.Iq soil stabilization shall be applied to denuded areas within en days after goal gad, ks reached an any portion of the site. Tempoary sell stabilization shall be applied withinwven days to denuded areas that may rid be at final grade but will remain undisturbed for longer than W days. Permanent stabilization shall be applied to areas that are to be left undisturbed for -I than one year. 4. During censtmdion of the project, Moll stockpiles,hall be atabilk .d or prat-etl with aetlimeM tapping measures. TheappliewH k. responsible for the temporary p.tedion antl permanent stabilization of all it stockpiles on site a, Hell as sell intentionally tanap.H.d from the projed aitl. 5. A p.,...M vegetative wven shall be established on denuded areas nd.hervfw permanently Ibiliz.d. P.,-..M vegetation shall not be conaitlered established until a grountl rover k. achieved that, fen the opinion of the Reviewer, I. uniform, mature enough to survive and will inhibit erosion. 8. Stabilization measures shall be applied to earthen structures such as dams, dim. and diversions immediately after installation. M. �eem�m�0 �eem�eem EROSION AND SEDIMENTATION CONTROL NOTES .(continued) EARTHWORK AND DRAINAGE SPECIFICATIONS T. Surtace mnofthom tliatubetl areas that is wmpnestl of flow from tlminage areas greaterthan or equal to three acres shall be controlled by a sediment basin. The sediment basin shall be designed and constructed to accemmodate the anticipated sediment loading from the I.Mdisturbing adkvity. The oulfall device or system design shall take into awrount the total drainage area flowing through the disturbed area to be served by the basin. 8. Afteranysignifcant rainfall, sediment control structures will be inspected for integrity. Any damaged devices shall be corrected immediately. 9. Comcno-d runoff shall not flow down cut .,fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain stmctures 10. Whenever water seeps hem a dope him, Mile,ate tlminage or other protection shall be p-id.d. 11. Sediment will be prevemed hem eHH nM any atoms d.in system, ditch or channel. All atone aevre, inlets that are matle opeable during wndmdion.hall be prate d w that estliment-led-water cannot art., the conveyance system without that being M.Had or ,thermal treated to remove sediment. 12. Before[empoary or newly constructed stmwa orter conveyanc e channets are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 13. When work in alive watercourse k. parlemId, p-ion. shall be taken to minimize oachment, wM.1 sediment transport antl stabilize the work area to the greatest extent pnossible d.nmg condrudion. Nonerodible material shall be used for the co -.don of ways ant c,ff,,d,,,. Earthen fill may be used for these structure, if Mn-Had by nonerodible cover material.. 14. When alive watercouree must be -..ad by...m.teft. vehicles, a temporary dream c.sairg wndructed a mr,inedible-tenM.hall be providad. 15. The bad and bank. da wata-u.. shall be stabilized i...diately site, work in the watercourse is complded. 16. Periodic inspection and maintenance of all sediment c,M,l stmctures must be provided to ensure intended purpose is accomplished. The Developer, owner and/or contractor shall be continually responsible for all sediment leaving the property. SedimeM control measures shall be in working condition at the and of each working day. 17. Underground utility lines shall be installed fen accordance with the following standards in addition to he, applicable criteria: A. No more than 500linea, fed of trench may be opened at one time. B. Excavated material shall be placed on the uphill side of trench... C. Effluent horn dewratenng operations shall be filtered or passed through an approved sediment tapping device, or both, and discharged in a manner that does not adversely ,fled flowing streams or oflaite properly. D. R.-bilization shall be accomplished in accordance with these regulations. 18. Where conatmcio. vehicle access routes inters- p.ed public -d., proAdon. shall be matle to minimize the transport of sediment by tacking onto the pla .d wrtace, where Mad man: k.-eported onto a public road surface with cubs and guhea, the road ,hall be d.Mmd thoroughly at the and of each day. Sediment hall be removetl from the road. by shoveling or sweeping and t,nsported to a sediment wntrol disposal area. Street washing shall be allowed only after sediment ks removed in this manner. This provision shall apply to iMividuel subdividon loft Me well as to larger bmddiatnbuting adivltkee. 19. All temporary erosion and sediment control measures shall be removetl within W tlay. after final site stabilization o,.fte, the temporary measures are no brig., m.dod, fen the opinion ofthe Revievre,. Distubad Moll ...... ulting f,,the di,positi,, oftempoary measures shall be pen mmy dabili,,d to prevent further erosion and M,dimeMation. 20. Properties and waterwaya downstream from constmdion.te.hall be prat-ed from sediment disposition and erosion. 21. Phased pnoj-s am.ld be clearetl in conjunction with cendmction of each phase. 22. Erosion ce-I design and construction shall follow, the requirements fen Index Nos. 101, 102 and I of FOOT Roadway and Traffic Design Stand.M.. 23. The Reviewer may approve modifications or alter plans to these erosion.-I.,tens due to site siPecille conditions. v ryxco rv�/ PAwFuENTaAaE 1. Clearing and Grubbing: Clearing and grubbing shall be Peff.H-d within the limits of the project work in aoceniMm, with Section 110, Florida Department of Transportation (FOOT) Specifications. This Rem shall include, but is not limited to, the complete removal and legal disposal of all trees, brush, stumps, roots, grass, weeds, rubbish and other undesirable material to a depth of 18 inches below mmaMI grountl or prop .d finished gad., whichever lea lower. The area, to be d... ed generally consist of the entire site with the exception of areas apscif.Mly noted on the land acape plans as precerve areas or ae areasto remain.-I...d. Care a hall be taken to insure that no preserve areas or wetlantl..I are imp.-d by the clearing opertion. Pno,tc initiating the clearing operation, all adlaceM wettand and preserve areas shall be marked and flagged in reowmance with the City of Okeechobee and South Florida Water Management District (SFWMD) quiremems All such areas immediateN adjacent to the clearing opeatim shall oleo be protected by the install tion of temporary silt balers in acc Me- with the requirements of The City of Okeechobee and the SFWMD. Fudhe, erosion control shall be a rnpliah.d by aeldirg ant mulching all distwb.d areas as soon as they are at final gatle, per the epecificati.n. for Mead ing and mulching found elsewhere on this shed. All material shall be removetl hem the site antl shall be legally disposed of in accordance with all local, state and tadwal requiremena. 2. Earthwork and Grading: All earthwork and gadiN shall be pertormed as required to achieve the final grades, typical sestions and elevations shown on the plans. In all othe.... pects, matenals antl cendruction method. for earthwork, embankment, excavation and gatling shall conform to the requirements of FOOT Specifications, Section 120. Any plastic or dherv4es uM.Mrabl. material within Winches dfinished mad grade shall be removetl and replacetl with suitable material. The wMactor shall also refer to the Soih Report, if available. The specifications antl mendab.,, inckudetl in that report shall be wn,idered a, a part of these plarm arm ,pacification,. Sm,Id there be any,,mlid between that tlocument antl any requirements of these d.winge or specifications, the most restridw. requirement shall govern. 8. Paving Improvements: All area, p,posed b, paving shall be eonatiucteel in a,wM,n,, with the design g,d,, and typical sedan, shown on the d,W ng,, arm in cenfernaim, to the requirements of the City of Okeechobee and Florida De"H..M of THirsp.Hation. A. Asphalt: Prime Coat and tack coat for base ce.- and between lies of asphalt shall conform to the req.i.-- of Sections W0 l through 300-7 of the FDOT Specifications. Prime Coat shall be applied at a Hite of 0.25 galibm per square toll and tack at at a rate of 0.10 gallons per square yaM, unless othenmes approved by the Engineer. Asphalt surface co.- thictmew and material shall be M.,h- on the typical esctions and shall in all way. wnfonn to the req.i.-- of FOOT. B. Base: Limerock base material shall be wmpad.d to 98%of maximum density per AASHTO T-180. All limerock,hall Hied the minimum requirements of FDOT Section 911. As an alternate, cemented coquina conforming to FOOT Section 915 may be wbd'Ruted and shall be subject fo the compaction specifcetitm, detailed above and induced in the Soils ENinese. report. C. Subg,Sde:Subq.,. shall bewmp.-d to 98% of maximum density per AAS HfO TAW n!-bili..d to a minimum FBV of 50p.i. Subgatle shall be thoroughly rolletl with a pneumatic tired roller pnorto Scheduling any M.",d, inspection. D. Valley Gmtall F4iurblDGUrbIFIMsh Cub: Shall be constmcted perthe typical section by eAluding machine or form, as shown on the plans. Minimum...ret' compreesive strength.hallbe3,W0;,M.fter28day.. SubyHitle.hallbemoistened.tthetime crate k. placed to inure a uniforn* damp,urface. R.Mly kx concrete shall have a .lump of between 2 and 4 inches. No water shall be added to kncreses workability. Ted cykind shall be matle forth, strength testing of each batch of wnerete for at lead T ant 28 day testing. E. Sod: A minimum of a two-bot Wde strip of wtl, or as ,thermal shown on the plan., shall be placed along the back of cub of all consmtded pavement to aid in prevention of wce.n and wil stability. Sod shall be placed in cenformance to FOOT Seen-570, 575 and 981. Generally, the wdding requirement, shall be as sp,,ifi,d on the landscape plans, prepared by OMa.. F. Seed, Fertilize and Mulch: All disturbed area. shall be stabilized with esad, fertilizer and mulch,wnwmpletion.nd,c phnceby ENinee,offinalg,ding. S-d,fertiliz-nd! mulch shall be in wnformance to FDOT Sections 570, 575 antl 981. The Com ,etc, k, responsible for establishing a stantl of gas..umciem fo prevent..Men prior to removal of [he temporary skit fences. This applies only to th....... not wvered by the sedding specified in the lantlacape plans, prepared by Others. G. Testing: The Comets -,shall secure the ..,Ice. of an approved indeperal-testing laboatory to conduct all requiretl testing on subyatle, base, asphalt antl concrete. Locations requiretl for thew tests shall be as requiretl by the City of Okeechobee, and/or in the w,e ofth, turn -lane imp-,nn .as required bythe City of Okescmi,le. Me um, testing ,hall be as ,.....ended by FOOT. Should any tech fall, contactor shall at his own expenes, repair the deficiencies and retest the work umil compliance with the specifications I. demonstrated. H. Traffic Control: The installation of Tafic Control Devices shall be in..me-.-to the ,quiremenM of the Manual of Uniform Trafic Control Device,, The City of Okeeembes. Maintenance of tafic During Constmction shall be as required by FDOT. 4. DrainWe Impmvemenh: All labor, material and censtruction method, shall be in wnformance to the minimum engineering and construdkon standards of the City of Okeechobee and FDOT Specifications. Trench excavation and back -filling operations shall meet or exceed the requirements of FDOT Specifications, Section 125. The Contactor shall provide the necessary back -fill compacdon testing required fo demonstrate compliance with this section. The pipe trench shwh all be dry en pipe I. laid and the pipe shall be bedded perthe details and per FOOT specifcetions. Continued: The Contractor shall comply with Chapter 90d6, Laws of Florida, which requires the Contractor pertorming trench excavations over IN. feet in depth comply with all applicable trench safety standards and sharing requirements as set forth in the Occupational Safety and Health Administration's (OSHA) -,Aim and safety standards, 29 C.F.R. 19926.6W, Sub -part P and incorporated as the State of Florida standard, as revised and/or updated. The cost of compliance with this requirement shall be included as a separate line item on the Contractor's bid. Otherwise, Contractor certifies that the cost of compliance is included in the unit cost of all items of work to which this requirement applies. A. Reinforced Concrete Pipe(RCP): RCPM1,MI..Hf mHtotherequirementsof ASTM Specifications C-76, Class III, Wall Thiclmese'B', latest revision. All joints shall be soil -tight. Pipe gasket a hall cenfem, to FOOT Specifications, Section 942. B. Co -gated Metal Pipe (CMP): All CMP shall be Steel, round, helical -wound cormg-d pipe cenfe"irg to AASHTO-M 36 and FOOT Section 943. Pipe ends at pests shall be ,eformetl fo a minimum of 2 annular cormgations forth. wmplete band W&h. All jokms shall be soil -tight. All connecting balls shall be corrugated annular coupling bands. A Neoprene gasket of 9least ] inches wade by 3/8 inch thick shall be used for Al pipes of 36-knch diameter and smaller. Larger pipe sizes require gaskets of at least 10-1/2 inches in width. All CMP shall be installed at maximum lengths to reduce the number fjoints. C. Corrugated Aluminum Pip. (CAP): All CAP shall be aluminum ally,round, helicaHvound conug-d! pipe o,ml,"irg to AASHTO-M 195and FOOT Section 945. Pipe ends at Joints shall be refb m ,1 to a minimum of 2 annular cormgaticns for the complete band W&h. All joints shall be soil -tight. All connecting bands shall be conugated nnular coupling bands. A Neoprene gasket of 9 lead] inches wide by 3/8 inch thick shall be used for all pipesof3S4mhdiameterandsmaller. Largerpipesizes require gaskets of at bast 101/2 inches in width. All CAP shall be installed at maximum lengths to reduce the number ofjoints. D. Cormgated High Density Polyethylene Pip. MDPE): All HDPE Pipe shall be resin conforming to ASTM D3350 minimum cell classification 435400C, round, only annular rmgations and conforming to FDOT Section 949-2.3. All joints shall be sokktight. All amsding band, shall be can gaad annular ceuplirg Banda. A Neoprene gaakat of d lead T inch.. w d. by 318 inch thick shall be used b, all pipe. of 36inc1, diamste, antl smaller. Lager pipe sizes require gaskets dd lead 10-1/2 inches in width. All HDPE shall be installetl at maximum length, to reduce the number ofjoints. E. Collett A4000 PVC tlminage pipe (A4t000): All A-2000 wnmgated pipe with a .moot, inter., shall wnform to the requirements of ASTM Deakgration F9498 FT94 Dual Well CormgMetl Profile (DWCP) Pipe. Pipe and fitting. shall be h..W.neou. throughout and free film visible cacka, holes, breign ind,tdon, or other injunou. data_ ata s. Pipe shall be m us"'atrewh tl to 46 p.i stiffness en tested in M-nd.nce with AST. Ted Method .412. There shall be no evidence of splitting, ­kingo, breaking when the pipe k. tested per AST- Test Method D2412 and R49 section T.S. The pipe shall be matle of PVC wmpound having a minimum cell obleficetion of 12454B as defined in ASTM Specif-ion 131784. F. PVC DHitnege Pipe: PVC Drainage Pipe shall be C4W with pus,cn joints (no glued joints) and shall be eW,,ifetlfor sanitary sewer corstmotion, except that it shall be white in cab,. Any portion of the PVC dorm pipe that may be exposed to.unkkght, such M. its out. to the dal mkon pond, shall be pai..d to prat- R firm UV light. G. Inlets, Manholes, and Junction Be-: All tlminage inlets, manholes, and junction box,. .hall be precast concrete esnfonning to ASTM C-078 and W. All concrete shall have not less than 4000-psi compre.akve abangth d 28 tlays. Stmcture section, shall be jokrad with mastic sealing compound. The remaining space shall be filled with the cement mortar and finished w as to produce a smooth cornin...... rface inside and outside the wall sections. All openings in precast stmctures shall be cad at the time of manufacture. Holes for piping shall be six inches larger than the outside diameter of the proposed pipe. All spaces between the manhole and the pipe shall be completely filled with mortar and finished month. Mortar used for =matle &,adores shall conform fo M G270. Mortar material shall be mixed one part Type 2 Portland cement to two parts aggregate by volume. Pomand ..am shall conform to ASTM C-144 and aggregate shall conform to ASTM G144. The CONTRACTOR shall fumi,h the ENGINEER with shop lowing, of all precast structures for his approval prior to fabfestion. Shop drawings shall show all dimension, reinforcing Most and specifcMions. Stone Manholes shall be constructed with a taffe bearing cad -iron dotted grate. H. Trench Backfill shall be a, shown in the DHiinag, Details. In addition, testing under paved areas shall be a, follows: One test location mitlway between structure. antl one test location adj,wM to each.trudure. Engines, may req... t additional location.. Testing in each location shall begin in the first foot above the culvert with teats every two fedtowithintwofedofthe wbq.de. DendtyshallbefolWpercentofmaximuma. determined by AASHTO T-99. I. Control Structures: Shall be censtmdetl per the above specifications for Inlets, Manholes, and J.-ion Box.. except that the stmdure..hall include the Need- antl I. as shown on the detail. J. Ri",p Energy Dissipaters: Shall be ecnat-d perthe details and Me at, on the drawings at the control stmctures and the downstream bubble -up dmdures. The rubble shall be of material and placed in acesniance to FOOT Section 530-2.3 (material) and FDOT Section 53".3 (Construction Methods). Should broken concrete be used as the rubble, it shall be free hem reinforcing bars or wire mesh. The comrade, shall use care in the placement of the atone se that it lea net dmppetl on thew fabric in such a fashion that tears the table. The labro shall be as specified in FDOT Section 985 and shall be of the en tleaign and as alPeci .d! for use with npap per Table 1 des this ction. The bedding atone shall be of the type typically ...d for d,inf,id rack and shall Hied the req,i,,,,m of FOOT for dainfield rock. LEGEND ASPHALT PAVEMENT CONCRETE WALKWAY LANDSCAPING AREA PERIMETER REIM HE STH STREET BLOCK 110 SAWC TAND MATCH - WADING AREA M, MISTIu6PAV MENT T. Z. ul - — -- — -- — - — Kv I III 0, I KEY MAP PROPER r LINE, TYP. Fm PROP OSED BUILDING PROPOSED DRYN• ROPOSED dr_ DETE TION BUILDING AREA (0.09 AC) PERIME RBER�,W. 6" F D CONCRE EWA WAY TYP. • 44 -.0 TAN. MATCH -0 II PROPOSED ASPHALT MILLINGS BUILDING (0.50 AC) 57.8' EMITING PAVEMENT T-r STORAGE UNIT 6", es 011 CONCRETE WALKWAY, TYP. TYP.. �6, p 20' 30' 0 10 I II PROPOSED PROPOSED WING —BUILD— TREE TYP R 6' .. .... .... . ill' CONCR'E- L LEG �`E 30' LOADING AREA RS' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- G LLEG6LE 1 SAWC TAND G PAVEMENT NE 4TH STREET E. EXISTI MATCHUNE SHEET C20 - VA—TCHUNESEMESHEff-aur— LEGEND ASPHALTPAVEMENT CONCRETE WALKWAY LANDSCAPING AREA PERIMETER BERM MATCHUNE SEE SHEET C201 MATCHUNE SHEET C... ­Tl PERIMETER BERM, TYP. CONCRETE WALKWAY, TY SAWC T AND MATCH EXISTING PAVEMENT HE 4TH STREET SAW[UT AND MATCH EXISTING PAVEMENT M: I. i= R A— ADING ----�— — — — — — ---- — —CO—N—CR—ET—E — — — — —L WALMAY, P.P .30' 30 - — - — -- — -- I D 2 X. 71'7re7 L. IssO` 6' 0 0 0, 0 z PRO POSED PROPOSED 0 BUILDING BUILDING 0 0 0" PROPOSED 1 I OFFICE ASPHALT MILUNGS (0.53 AC) STORAGE UNIT PROPOSED PROPOSED BUILDING POOL ID 11 11 Z. 6' r — — — III 7 L IIIII —CONCRETE WALKWAY, TYP. x1 .0 2! PROPOSED BUILDING 7 L PROPOSED BUILDING 0 TREE, TYP. 6. 1 )INTIFI-L- WCUTANDMATCH EXISTING PAVEMENT PROP LINE, TYP. — — — — — — — — — — — — — — 30 -- LOADING Z o HE 3RD STREET SCALE: 1"=20' HE 5TH STREET 36 LF 22" CMP PROPOSED M PERIME. R.RERM ME INV. EL, 27.0 LEGEND, TOP EL� al �5 PROPOSED ELEVATION ..... EXISTING ELEVATION FLOW OF DIRECTION m PROPOSED DRAIN INLET PROPOSED DRAIN PIPE PERIMETER BERM F.F.E: 2R.. F-.�.E-11:401 III 7'. PROPOSED F.F.E.'. TYP§x-,C-,-,BYUET n GRAM EL= 27.25 N. INV. EL = 23.75 S. INV. EL, 29.27 II II F.F.E.=29.40 II .=2... PROPOSED F.F.E TYPE "C" INLET 41 GRAM EL, 27.80 I N. INV, EL, 21,27 E INV EL 27 ffl�o . EiL�2 27 F.F.E PR—ED BUBBLE UP PROPOSED STRUCTURE # I TYPE"C"INLET f4 ATEEL- 25.W INV. EL: 19�7 E. INV. EL, U LF 12" CNIP SAVICUTAND MATCH —EXIST.PAVEMENT— MATC LINESHEET C301 -V=HLnUSEMEffTT&T-— IAWCUT AND MATCH EXIST.PAVEMENT nay PROPOSED MEI a v 221, CNIP INV. EL, 27.0 INV. EL, 23.50 8 CK 10 T. PROPOSED 9 LF 12" a P L -• IN V EL S. RATE EL. 27.;7.5 — — — — — — S. INV. EL, 23. L. -T PERIMETER 7z z I TOP L,27f E 1 R KEY MAP PROP DSEDT�UEBI E UP STRUCTURE GRA :EL.=2S.. INV. EL, 22.00 VF F E =2.. lz F.F.E.=28.40 'T F.F.E.=28 z Ez 3 PRO SED F UB L UP STR TORE 14 GRA EL, , .00 E 22. o 0 l CORE EXISTING INLET FOR 18' ADS PIPE, MATCH EXISTING INVERT WFIEUEV,25-00 J • 04X-b 10. LF Ill" ADS PIPE PROPOSED BUBBLE UP PROPOSED CONTROL STRUCTURE It 2 STRUCTURE (a 2))) CRATE EL: 23.. 5 26. NV.EL=19.75 SE. INV. EkA 23.00 42 LF 18" AD!.PlEPE HE 4T— ll.— I 1� 4� MATCHLINE SEE SHEET 001 MATCHLINE SHEET C302 SAWCUTANDMATCH �NG ' NE4TH STREET ---` CORE EXISTING 63 EXIST. PAVEMENT a INLET FOR 18" ADS PIPE, ELe PROPOSED BUBBLE UP PRO POSED BUBBLE UP '' MATCH EXISTING INVERT ce STRUCTURE # 5 STRUCTURE # 6- LEGEND: GRATE EL= 24.70 GRATE EL: 24.]0 3 LF 12" CMP - —Axm— — sr. rcx xrx srx INV. EL. 21.20cr — — INV. EL.-21.20 a crn_y yi INV. EL: 23.50 g K p { PROPOSED ELEVATION a nno s x hxu ILF 12 CMP q4 LF IS' ADS PIPE a v 22" CMP nxo Rno o oxu on "" orvu "INV. EL: 23.50 we 3244' EXISTING ELEVATION oxu i ry FLOW OF DIRECTION 95 LF ]8"ADS PIPE PROPOSED DRAIN INLET .. ..:... '� sr ...',... r------ .1 , : �1 s'�nxaEo asu ca eiss,� , +L �,. f , PROPOSED GRAIN PIPE / — — _ 1 94 LF U"ADSRWE ) — 1 I PERIMETER BERM PROPOS TYPE' C' NLET F F E 28 40'� to GRATEE[ E E : 25. I O E. INV. EL =zz. °.�,., gh KEY MAP 1 i �1PROPOSED el a 1 r. TYPE C INLET#3 _ F.F.E: 28.40 - n rry Iry 1 GRATE FL: 2] 80 '' e w w PROPOSED CONTROL PROPOSE DBU BLE P c ~ N E. INV EL. 2480 a STRUCTURE (CS-2) e ww GRATE EL: 26.]0 STRUM E# I �� W. INV EL 2160 ' "' O a ww m 0 NE. INV. EL. 23.00 GRATE El =25.00 -dt w� m� S. INV. EL: 2160 `-• [gQ I ., vx]�"A 6' a. INV. EL: 2.001 O„ wl "g a I a I N � I I '•� II L�F.F.E,28.40 Q F.F.E.28.40 o,. 7 II - F.F.E: 28.40 7EE: 28.40 - a p: ' C,yry ._ € PROPOSED - — F F E 28.40 srnxaEo } I TYPE 'C' INLETWl GRATE EL: 2].2 F.F.E.=26405 1 N. INV. EL. 60 21.1 of S. INV. EL. 21.60 xE�I PERIMETER BERM I 9LF 12"CMP I INV. EL: 24.80 I P 8 LF 12" CMP\r\ INV.EL. M.80 SCALE: 1"=20' INS 5TH STREET LEGEND: - - - - - - - - - - - - - - - - - - - - - - - - IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - BLOCK 110 ss PROPOSED 11.11BLINI 0, O PROPOSED SEWER MANHOLE con DOUBLE WYE W-14.15 1 ,• PROPOSED DRAIN PIPE DO ii PROPOSED DRAIN INLET DOUBLE r rE E SEWER MAIN ■ 0 0.4% SLOPE -1 -AP "J W=-2S.'83_ Y25.99 W=24.23 7 DO #4 — 35 IF 8" SEWER MAIN .4% SLOPE D-U. Cu #7 WYE '2 �I.NII%l C D' ROD O J=O 0.' 5=25.98 WYE IE,25.71 5=25.85 36 IF 7;p ■ SEWER MAIN T7 Do.@0.4%SLOPE , 69 UF� SEWER MAIN gll H B.H R.D . @ 0.4% SLOPE % 1/2 1°cD.1 .11 S=25.47 DOUBLE WYE 011 W=23.19 ei C 47�P 2617 DOUBLE —WILIFS" WE DO #9 SEWER MAIN IE.=25.27 — a I 0.4%SUOPE j W=mls :: ,07�7� conl— S=25.24 S=25 13 J -77 @ 0.4% SLOPE 6 ay — — — — — — — — — — — - — — — — — — -- — — — — — — — --- R MH #1 CH—K '40— Z HL RIM EL=26.10 N. INV.= 24. E S. INI 24.80 NE 4TH STREET DT� SCALE: 1"=20' 1 11 21 4� MI SEE SHEET C402 Steven L. Dobbs GLENWOOD`PARKEEw Engineering, A= nE j ring, LLC '�'T50MPLEX 1062 AKEI WAY ORE ECHOBEE Okeechobee, F134974 I I Phone: (863)'824-7644 BLOCK 110 [ III N- �2021-01 OVERALL SEWERLINE PLAN C401 HECL 4 BLOCK 1,10 PROPOSED SEWER MANHOLE AQ o IN PROPOSED DRAIN INLET "b: 7A, 74� 2111 SEWER MAIN o. MAIN SE ERMAN 17 WYE - 41 WYE 12112_ - EWER MAIN LE WYE SLOPE - CO #21 SE Steven L. Dobbs GLENWOOD PARK OVERALL SEWERLINE PLAN _ MATCHUNE SEE SHEET UO2 LEGEND: ss PROPOSED SEWERUNE O PROPOSED SEWER MANHOLE DOUBLE WYE - IE: 23.52 DO NE 2ND STREET rrvo t/z'ireary reap -MH a3 RIM EL: 26.T0 W. INV. 22.45 S. INV, 22.95 Frvo�s �� EXISTING MH RIM EL. 2T.15 N. INV, 29." W. INV: 29.38 SCALE: 1"=40' LEGEND: - - - - - - - - - - - - - - - - - - - - - - - - - - - r 7 90'ELGow INV. 23.62 O PROPOSED SEWER MANHOLE .:SERVICE LATERAL, TYP.. 281F, C900 WATER PROPOSED DRAIN PIPE TAT' TEE W/ 3". 2'.. ii PROPOSED DRAIN INLET IIIA LI23M IN MISTING 16" W TER - 28 LF, 3" C900 WATER III 4". 2" TEE W/ 4 REDUCER INV,23.54 5-25.99 W=23.93 1 II III lSLF, 4"C900WATER II - II 8" WE wl ir.. 4" REDUCD5,R INV, 2 9" TEE .19". V' REDUCER - UP C900 WATER - A" WE W/ 2"x 2" REDUCER IP JV,23.37 t-tj 8"TEEW/S".2- 24 INS LLIG"Xg"TAPPING VERTICAL REDUCER SLEW ANDVALVE DEFLECT INV, 3.37�� INV. EL: 25.00(APPROX.) NV,=21*0�I.f' S" TIES III T . INV,2337 VERTICAL DEFLECT 8"CROSSW/2-11".2" INV REDUCER INV.22.77 Sm2l*43 US LF, S" C900 WATER S" CROSS 2 - S". 2" --------- II REDUCER INV,22,77 ;g2' ;.27 -2 S" 12.25' (ROT.) VEFT.BEND IN 22.77-�-E 8" CROSS w 2 -8".2" REDUCER W=25.16 INV.3.73 D=24.41 INSTALL 6" ' G" TAPPING - - - SLEEVE AND VALVE K140- • WITH fi... a.. R REDUCCER ,H C MA. IR INV. EL= 21.00 (AE, 11 ILI VERTICAL DEFLECT 1.00 MATCiHUNE SEE SHEET C402 ...... NE 5TH STREET - - - - - - - - - - - - - - - --- 5=26.14 1.. 1. ELBOW- - W=23.79 INV. 23.99 INSTALL S=2 1 6.14111 FIRE HYDIUUNT ASSEMBLY W=24. 28 LF, 2" C900 WATER 1 3". V' TEE ./i". 2" REDUCER N LF, 3" C900 WATER KEY MAP 22.W' crop) p., VERT. BEND IN V6�`E14`w V ".S" REDUCER 11 14VF=,.243:9L WATER 4" 22_54*NBOT.1 VERT. BE D INV,23.90 4 - TEE W/4.'. 2" W=26.31 REDUCER D=25.25 INV, 23.90 4" 22.50' (MT.) VERT. BEND 5.85 I I NV,23.54 15 S=25.88 15 LF, 2" C900 WATER W=23.87 5 2" 90° ELBOW W=-M.03 INV,23.99 206 LF, S" C900 WATER S=2S.41 W=2% -VERTICAL p DEFLE 2" 22 INV,23.37 # VERT. BEND VERTINV.T23.02 DEFLECT ' 2" 22.S0- (TOP) INV,22.77 VERT. IN -25.36 2 22.50 TO ME2 VERT. BEND 77 111 5 IT -2" 22.50- (MT.) W=-25.95 VERT. BEND INV,23.02 /-W=26.29 D=24.77 -.�-2"IERVICELATERAI P. j. 2" 22.50. P) - - - - - VERT. BEN . . . INV,26._29 (BOT.) 5- crop) VERT. BEND 2" 22.50* VERT. BEND _INV,23.98 INV,25.26 - - - - - - - - - - - - - - - - IIM WMT VERT. BEND EXISTING S" INV,21.00 NE 4TH STREET SCALE: 1"=20' 1. 2� MATCHLINESEE SHEETC401 - - - - - °- 2" 22.50E (BOT.) 2" 22.50' (TOP) 63 VERT. BEND VERT. BEND LEGEND: INV. 19.10 `xv. €��. s - s."ASP x - �.x - I.x WATER x 1" 4 PROPOSED 6EWERLINE 22.58" BOT. 2"22.50'(BOT.) - nxo fixio n �unu - oxu . VERTBEND ux u xu n� O$ PROPOSED SEWER MANHOLE aINV: 19.10 D-21.58 0 _ �~ 2'22.5BEN0°(TODPI sd PROPOSED DRAIN PIPE VERT. �x+a ry INV: 21.42 SO PROPOSED DRAIN INLET ( 8"CROSS REDUCER EXISTING I6V INV: 21.42 8"CRSS 5-24.95 ••b R VERTICAL %� I REDUCEROW-22.08 DEFLECT INV. 21A2 �I INV. 23.00� W=23.00 1 dx 8"CROSS112-8"z 2" 5-24.29 D=21.06 x-, REDUCER W-22.08 INSTALL 26"X8"TAPPING INV: 21.42 SLEEVE AND VALVE INV. EL=23.00 (APPROX.) 'J VERTICAL o ; `-� DEFLECT INV. 21.42� w ,o 8"TEE w/8" 4" r REDUCER INV. 21.42/ 142 LF, 8" C900 WATER B" TEE INSTALL INV: 21.42 FIRE HYDR/ �i ASSEMBLY e e I'EE 4 T srnwaEP - M TEE 4 w� ER INV-21.58 5_2409 T'..� W=21.83- F»o I] R 4 WE w/4'k2 REDUCER 5-23.96 - a wN x xa W=21.83- a n I4NV 21.58 2 N o� "CROSSw/2I 4 2 S 23.86 W 2 w REDUCER W=21.83- INV: 21.58� - 5=23.81 1-� - W 2192 1 �f 182 LF, 9" C900 WATER- 1 A III 4"CROSS w/2 4z2" REDUCER INV: 21.58 1 5-23.6]1.92 T. W-2 REDUCER I 5-23.52 W-21-92 1 - - 2"SERVICE LATERAL, TYI �4'TEE w/24'z2�. 'REDUCER x INV: 21.58 MATCHLINESEE SHEET 0403 NE 4TH STREET ,s 5=uso5 W 17 7.. W=21.83 ) 7N2S i Y 215 ' 22(TOPI VERT..50° BEND S-24.38 olio a nua ry a cw reoo a ei6s' INV.24.52 W=21.83 •T ------ c . :1 z"22-11'(BOTJ 1 , VERT. BEND (--� D 23.00 INV. 21.6] 2" 22.50' (TOP) - I VERT. BEND INV: 25.13 I •'• I 5=24.27 o.°puu W=21.83 __ 2" 22.50E (HOT.I VERT. BEND .. INV. 21.6] 2" 22.50E (TOP) VERT. BEND INV 25.39 5 24.13 W 21.83 :..... 2 22.50' (SOT.) VERT. BEND 1 %. W-25.03w INV. 21.67 1 �: W=24.33 D=23.00 ^' ' 2" 22.50* (TOP) .��. VERT. BEND INV: 24.61 • _�,� ®IIPtlB 8\ 6XXXX60 E����I ���-ularwT®il� ,A, 5-23.61 2" 22.50' (BOT.) 1 W-21.83 VERT. BEND 1 INV: 21.6] ' 5=23.48 oxx w rva ioENTrlaR11 W-21.11 a. I 2' SERVICE LATERAL, TYP. •'48 xee NE 3RD STREET � a SCALE: 1"=20' T." MxEuTAMNE-A 12- ae APPROX. WEIGHT 235 DLL I CIRTAIN A ECON11T 11 IAI 11 INIID n ID B­ Up To ARACE "'I" "' MATER AS ­ PROMI" A .H I.I. - -El- -ITU-111-P, I.- THE PIPE 4 3.H- 6 'AT�R:A�:H- B� HAND EI THE SPR'- '_"�N AT H_ '_ 'ATE TAII 1=� E�IT M 'TATER All UAER "I IN., =ANI HANI TAMIII TI AlQUATI ". . AL 8ACKI � MATERIAl �H-'5.EHAN.D -.CpE.DT0EP2 LADEANT TO BE SHAPED SERION TOP 0 .. E � MC, , E. T wMOWHt IM"I I= MEEH0-M-nD.ET' A. XEXE PIPE F- �PE�=TE.7T"AE.TT..!="�A.'�.E." HIE REL 2 1 R-.II11I-_T_'.T'IIT IN All.. =1 �E.MTIAN�-T.E�T.E.'IN.AA.".E.'�lI AI IFTN.. . ......... NOTICE' I`P PIPE BACK- IAL BE NOTES' 11-ElPFATIARIRDARE-1- AllIN-1-AITTO-M E- 1111EAN-UNDERPI-SE-EME.T, III A 0 ��I_DUFWCF_O_ I I n".'."M" DCUOAM� AT' , T-T-1-IN F FII.lT I-NOCTION' E PnD A�IIRM Da T.-W ... I PIPE -C NIALI TM-1 APTI.-P. AT THE _.T_CBIRE.PH.SE SIDE DRAIN MITERED END SECTION API ACENT T. T. E I I P E TYIN I N' IE AN I N I ""Cl- PIPE PRE -CAST TYPE'C'CATCH BASIN BACKFILLING REQUIREMENTS PICAL TRENCH DETAIL PER 'T.T=E.RIU ..T IND. _D. N.T.S. N- NETS. 1AHKINC I- NIRETE III LEESZA'N 95.%M ENSl- 'tD TYPICAL SIDEWALK DETAIL (AT PARKING) N.T.I. NOTES: TYPICAL SIDEWALK -1, 0 CEO ITABLIED -CAEE 11.1 75 PSI Co DEN -PERM' rT0`DlT8-0`M= I-RATEFTAITMEET.- CONCRETE PAVEMENT SECTION SAW CUT NE. EAV MIT. IST.PAVMT. &E�E 1� SAW CUT DETAIL -S, I Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee, F134974 Phone: (863) 824-7644 E.E.1 IA-UNT WHPavEMi �v TP) MIN 16 za ITE -P T.P 1 6 M. I I I MAx - -111111 STOP SIGN LOCATION DETAIL NIE. -MII S4.11 length =1 S"e of CUrl 6" WHITE STRIPE Ed,,, of Pavement or - t Curb TYPICAL PARKING STALL FOR-EDAREAS-N.T.S. 0- MIN, ­NT O O`M, IN ISOMETRICVIEW ICNNTS — min. Him NIN "VEN ET El IAE"C D� POPN IS =NG INCLUDEDLVERTS EOR ALL PIPE TYPE vARIES IDNTE ..MEN OR N.NrMEN TMPEDI M M', (SEE INDEX IEB) ' SECTRIND DEVICE ELLIPTICAL PI PE FILTER FABRIC JACKET lj� AL-IN-PILIMEN 'R'NT "I"I"', llrlll� IISITIP11-1 1. 1- .==T NNI'2A:�pA�UMIN= o HDF HANDICAPPED PARKING SIGN HANDICAPPED PARKING HANDICAPPED PARKING SIGNAGE/STRIPING DETAIL NIX IAMINE CONCRETE -EE C-H- c NI DIVE INS INTO TYPICAL WHEELSTOP DETAIL FOR PAMED AREAS - NEES. GLENWOOD PARK APARTMENT COMPLEX LOCATED IN THE CITY OF OKEECHOBEE DETAILS - 1 11IN-S-1 EET D600HOF DIRECT OF FLOW �_ (FABRIC FENCEI N_ HE SODDED SLOPE xImNOORAOF RE roFIN PLAY11 v FABRIC FENCE SILT -BARRIER I27CHOa 2,N6HSTAK THRo TwO DI SALE BALED HAYSILT-BARRIER PERIMETER EROSION AND SEDIMENT CONTROL NOTES, 1 CONTRACTOR EREQUIRED TO PREVENT MY SEDIMENT TRANSPORT PROM THE EME SEE SITE ON TO A. -ENT "C'ERTY =,E,R MUST REMAIN IN PEACE UMEL UPLAND VEGETNTION IS 2, BEFORE REMOVING SILT EARRIER, COMOACIRER SHALL COLLECT AND DISPOSE OF ANY AGGUMUD SILT. SILT FENCE DETAIL OCTM2I015TYPICAL SERMCE N(1MYl E0ROMORE)SR PADZNo =u.11 UM POLLUTION RE7ARGING Aw/maweAv eoin SEALED w/RAM N�TicESEALFR. TEDE. INV TON INV.EL. 25DDIRIDNV FL zsm F 1 I" i u L_ J OPEL2As.o NVERTEU=23.ED ST­ SOT. EL=:asD SIDEVIEW FRONTVIEW CONTROL STRUCTURE CS-1 TYPE "C" INLET (MODIFIED) NDNINI G`r \� n V w P. 3w �PE i 02 OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION OCT. 2015 FLUSHING RETAILS PAGE No D9A IAEFLETO= wADEnN CEN 2wxrooRx/anes DIAMEMER e..�FaLEw/nM NFR SEALER. NV EL 25 ED II 11 VI-ALBMMPEOLLBTON NVELDR. INV.EL.25DD L _ J TOP EL. za.sn INVERTEL=2S.GD BUT. EL=u.w SIDEVIEW FRONTVIEW CONTROL STRUCTURE CS-2 TYPE "C" INLET (MODIFIED) CO OUA CHLORINATON & GAUGEGAUGE PRESSURE INJECTO POINT ATMOSPHERE TESTING GAUGES METER, HE ;EiX­NGOAM w/ VALVE CORPORATON STOP w/ DOUBLE OUBLES TRAP FOR (lW) ON & STNG OR HELME NEW GALE VALVE WATER MAIN 1. WATER MAIN TO BE PRESSURE TESTED AND DISINFECTED ACCORDING TO DEEP REGULATIONS, A— STANDARDS AND ILA REQUIREMENTS, G. BACTERIOLOGICAL TESTING IS TO BE PERFORMED BY CONTRACTOR WITH PRIOR NOTFCATON OF TESTNG TO OUA PERSONNEL 0. DO NOT REMOVE TEMPORARY CONNECTION UNTIL ALL TESTNG HAS BEEN COMPLETED. 4 PROVIDE ALL NECESSARY THRUST BLOCKS OR OTHER RESTRAINTS. 5. FLUNG AND RUSHING LOCATONS SHALL BE DETERMINED BY THE CONTRACTOR AND WILL! APPROVAL OF ENGINEER AND/OR OUR. UAN= FLL�N�EHVA�LIOETNIE�IEPIPNE.NED IROJA PERSONNEL ONLY AID OPENED FOR OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 2015 FILDNG DISINFECTING AND TESTNG DETAILS D10 "G Es. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No DOE 2015SAMPLING POINT (ON MAIN) D7 PPEx� ro aE x�xA�AL �x. R�NxEo a' Pu Tw x-t/t�xos[ rvonLes. P..Vr,.Erv. sxxr.� 51/4 vuvc "oTFc. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION TYPICAL PAGE No OCT. 20IS FRE HYDRANT ASSEMBLY D11 OTHERHORIZO PIPES L NTA SEPERAT A CROSSING(]) �o @ os cRsmOs (s'uu. TOsrz ca�rca®� ¢nwwwcsa(?) may. � Q_--_--- �TMiu'e luw¢sTMi�"'tTl n uu sewea r �m x uu Am¢w T a(s) tTl- NoTSA cwalcr nPs �smuxmwm [aanw resmuxts (uswwv). N ntt .1 MIA ls[o w�.wo.wo OKEECHOBEExsUTILI TYsAUTHORI Ty xCONSTRUsCTI0Nx STANDARDS x& DETAILS REVISION WATER MAIN - SANITARY SEWER PAGE No OCT. 2015 CONFLICT D16 pI � ,•'I coxcxcTs cwuR L ELAN roP or if T oR TR OP^os ix s000so nxus m.I. A-- A�6 scv[wvrn[) o/I are c-eoo v.v.c. OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 2015 TYPICAL VALVE SETTING D12 1. x c Io Ssou0— vArrclxc r.o =I`A xc. oxnw ore um Eouu. sml[S OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS CEVI 1IN PAGE No T• MANHOLE RAIN GUARD D28 . / ¢ H. mnm saacmuu 2 ��di�� um sY- sxv �xxTORum'r u Nr[ o.o. unx. Ix a �� miosiess uisii noT[s uND oseas uxx uocus nxo xoors sxnu es uswvso nxo ol— AT OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REVISION PAGE No OCT. 201E TYPICAL TRENCH DETAIL D13 IN—l—, P�mN IN—R— sn PLAN o.l.a. (Tro.) oeTUL F ELEVATION ELEVATION BLOCKING DETAIL BLOCKING DETAIL FOR FOR VERTICAL SAG VERTICAL CREST OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS REMSION GRAVITY BLOCKS PAGE No OCT. 2015 FOR PRESSURE PIPING D14 '/'OAM& VALNE BOX VALVE � y �� II ZC.NNECI.N AGE MIN !��2 ADAPTER EXISINGG. PIPEURE PERPENDICULA CONNECTION N PLAN VIEW Bou 'EL D HDPE—MJ ADAPTER rev FDRCEllMAIN Gl I HDPE PIPE, m (CAPE GA— IRE'RECLAIMED EATER): BUTT FUSION WELDED, AND CONNEOTED _ HD'E N' ADA"FEROPIER LOCAFFS WRES SHALL BE TAPED TO PIPE FROM VAI-VE FIG —E OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS RENSION PAGE N OCT..15 DIRECTIONAL DRILLING DETAIL D19 III �S\ II p J" II�II�IP T.II �` w ._n.■_ Psi'' II �F3 LnA m PLAN 0 SINGLE SERVICE CONNECTION DOUBLE SERVICE CONNECTION SECTION AND 1. ®OKEECHwBE BEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS o�oTo PLAN OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS AN UP OUT. 201 STANDARD MANHOLE FRAME AND COMER PDIS N2. rc rxnro mom. � rr Nn t S fi 4 � WIw 3 N. Un' THI. wm wom AT ..<T Tn THE wuA m NC.) �N (sce xETAI�). OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS RENSION PAGE No CT. 201 STANDARD MANHOLE (CONCENTRIC CONE) D27 Iw% �'cvPEhAaAocpox-mnmc anEas) tM CE E� P.s coxc PaJ a P.N.C. Toxx P.sI. �. d�J :i I"-FE Pa Ma-TxAmc AxEAs) e a.v.c so chow (scwx rwm) a P.v.c. TYPICAL MAIN LINE TERMINAL CLEAN UT TYPICAL SERVICE LATERAL ONE WAY CLEANOUT D. r. ui aEAx oun IxoulArox�crnox. Mcnxo w OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS O Ci. 20111 o 5 TYPICAL CLEANOUT D32 L J sEcnoN ° "oTEs. 1.1 suooTH 1L0w wTH xo o w,S) IFAUL IN µ_ . p�P IRINUM a 11 THE MIANE of THE LAHCEST OKEECHOBEE UTILITY AUTHORITY CONSTRUCTION STANDARDS & DETAILS PAGE X. 2015 FLOW PATTERNS FOR MANHOLE INVERTS O D30 LEGEND �( PROPOSED PALM TREE (18 PROVIDED) (� I PROPOSED TREE (28 PROVIDED) 0 PROPOSED SHRUB(210 PROVIDED) G ru EXISTING PALM TREE TO REMAIN'. TOTAL) JI EMSTINGTREETOREMAIN112-1.) E%ISTING PINE TREE TO REMAIN (4 TOTAL) NOTE: 1. There are ebsting trces onsite [ha[ will mce[ some of the landscaping requirement Since there is not a tree survey, this will be field adjusted 2. This plan for site approval and only indicates the location and type of proposed landscaping. The selected plant to be installed will have H, meet the City of Okeechobee', Division 4 Landscape Code for type and size of plants installed. 3. The noas rth parcel haheady been through site plan and was previously approved and certified prior to Certificeto of Occupancy for the latest City of Okecehobce TRC Approval 4. Consideration will be made to protect the overhead utility lines from mature Ir= growth. 5. Plantings will be elected fmm South Florida Water Management District's Xeriscape Plan Guide, with at least 75 % of the total required plans being native very drought tolerant species as listed in that Plant Guide. 6. Trees shall be at least 10' high and 2" dlametar measured 4' above ground level at the time of planting. eopiy Reeairemean treeg'tl12seM1�rvbsof of tat 30 o1M1i—(PD uI-3 hmaera,e d c zoo If on loss, aM o H on o1M1er PIs 120 M1'3 ­-1so .r aoeuen. minY x 15evus lsdE Maual slneN famllY M B.M,1, otms rsm o 0 altlramlNtwa wr &amams is tree: r unk -22—r 210 dkH me Peh Or su.m— 0trees Per o Wing rK1 .—S1,—(l uee ms) M.—IN Css s rOwn 01ee, M, U,B) aul: Ian4sseoliy recalremem.,ul rewo-e mlalmam maa,e.Pme ne,m oa mmrhmM aalN a more unazueemom, or2o neM:aa no,nm�. / ra� aeon IMP— LLE—E MATCHLINE SHEET C301 �EEr�02 Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee, FI 34974 Phone: (863) 824-7644 HE STH STREET HE 4TH STREET — BLOCK 110 — xrn I I BLOCK 121 II KEY MAP ,aa..Na.oam�e.n�m�oam,.P.E �LLGLENmemro„E..,�,�ma.EEa»G WOOD PARK APARTMENT COMPLEX BLOF DBEE OCK 110ErHD LANDSCAPING PLAN SCALE: V=20' MOW O.Na.: 2021-014 SHE C701 a, 19 MATCHLINE SEE SHEET 001 MATCHLINE SHEET C302 LEGEND PROPOSED PALM TREE I- PROVIDED) .+ k gPROPOSED TREE(2S PROVIDED) Q PROPOSED SHRUB(210 PROVIDED) /P E%ISTING PALM TREE TO REMAIN (6 TOTAL I E%ISTING TREE TO REMAIN(6 TOTAL) v NOTE: 1. There are existing trees arts that will meet some of the landscaping requirement. Since there is not a tree survey, this will be field adjusted. 2. This plan for site approval and only indicates the location and type of proposed landscaping. The selected plant to be installed will have to meet the City of Okeechobee's Division 4 Landscape Code for type and size of plants installed. 3. The no th parcel has already been through site plan and was previously approved avd certified prior [o Cer�catE of Occupancy for the latest City of Okeechobee TRC Approval. 4 Considemtioa vnll be made to protect the overhead utility lines from mstrue tree growth. 5. Plantings will be elected from South Florida Water Management Districts Xo scape Plan Guide, with at least 75%of the total regained plans being native very drought tolerant species as listed in that Plant (hide. 6. Trees shall be at least 10' high and 2" diameter measured 4' above ground level at the time ofplmting. uses®wwRwmremean sl�lee, ,na s enmbs ror e: ery 3,000:f or f oras ass n Bu—m fferlo'street-2'Prppem/Llnea 3 shrubs br every 300 sf of rey uired 1200 ff.. a0 180 of lanasoepiM rprle�very Parking spate— Pi'salanJzmn5 Z 5rbevery]ores Iantlzu IMiviawl single F-ly MPummlll0. amreom 2-1 o 0 iremwroPremropmacspeea z Pnl m 2. p.rk .r aeba� W non rz area Per Lwellinn Ima DNrigfxllMes,nursing—hfree prbedroomz7 PiI o one getlreom lz pees e o 0 mm zwna ommg regmremenwln regryreammimum lantlsawng bazeaon multlramllyuwfsof more I NE 4TH STREET V, s xcP E 1.. rev. es l p�u// s e u r else Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee, FI 34974 Phone: (863) 824-7644 NE 3RD STREET I't•.i ✓�xue - .. SCALE: 1"=20' GLENWOODrPARKr X APARTMENT COMPLEX , LD�,rEDBLOCK 121ECRD6EE LANDSCAPING PLAN ea zoxlola DRAINAGE PLAN 1:602sa, 19 BOUNDARY SURVEY LOCATED IN SECTION 15; TOWNSHIP 37 SOUTH; RANGE 35 EAST LEGEND: —O O o O PROPOSED SILT FENCE E%ISTIN GTREETOBE REMOVED MATCHLINE SHEET CDCl _ MATCHLINE SEE SHEET 0002 HE 57H STREET �c/L Et — ET(D t c/L Ns smcsr (P) d = N8NdV �L/�a=-.»_==-c-eto" d i WE'299.6 4 Nod oEtnircw?wx1 \\ `d3 xd ,aa "aaoo{P) d an.�{Pi `�`� oao'iPi� ° swreix° Ow w ° a P �xL SILTFENCE, ° I�EN[E,TYP. my Pa. 5 s - -t ss."Pa 0.964 FCRES PB 5 Pc s ^6,•i Pa 5 Pc s '�� Ind (VATNT) on r p 9 b + o EMITINSTREETOBE 6 REMOVED, M. 0 oqC unaio 'esM Le°0e,ss SS BLOCK G. Y.B. S, PG. 5 3 Ou4a �y r ca o (P) .{.- ao' (P) °°• (v) b N89'45 46•E 299.14' 6- I ape d _ 69'45'4fi•E 299.T$%�`\\// use' (c) oe (c) --ram 5098 (c) �9e' (c) I 2 Lie.°°' (P) o°' (P) (P) w q l 4 I II 'a °'Eo•��"LBauP pEXISTING�1P ° REMOVE TREE. BE b I n Y of N, a w. /'`�"." / REMOVED, TYY. di/s 10 R 0.965 ACRES t es I 4 s b (VA6ANT) bd i,•d �' I I I P... a. a s P.a. a. dG . a Pa. ° a —a l A , dc�" vl a p 5. a a � �a � �t ° a b o ad �tl As o (P _ S69'47'50•W 299.R1' Fr ,e cxr I ,dtl 1-14 1- .11 � •,'` Ai 1,L { ____ems--F1 — � — — — — — — HE 4TH STREET — — — — — — s � lagtl xtx Qa a SCALE: 1"=20' MATCHLINE SEE SHEET [D01_ = 2g4 ...Exv.r MATCHLINESHEET 11_SHEETCD ' c/ L xE am smE E((a) NE 4TH STREEF 1 --- Avot E:.o BLOCK 110 —�.— — .�. M121 _. BOUNDARY SURVEY nx LOCATED IN SECTION 15; TOWNSHIP 37 SOUTH; RANGE 35 EAST �a °b a N89'4'50'E —84'M rod 0.sa' (c) so a�' (c) �sY (c) mow' (c) (c) w9 (c `, °°' (P) 1 °°' (P) 1 °°• (P) 1 "°' (_) 1 °°• F) 1 °°' (P) 1z' " n } i KEY MAP LEGEND: b 7t i I �I1 I —0-0-0-0— PROPOSED SILT FENCE A �.+� O,ew ''� vg sd a •� I do REETODE b SILT FENCE, TYYP. REMOVED 1 1 1.033 A ff S ®EXISTING ASPHALT ICI (VACANT) Ore, ox, a.4 TO BE REMOVED b" IlOir wW. u^a u^i 3% u u .vx �,�_g y6 ° ;P.z, v°sd°IT I s v°LrT =d°s mz b. Lo�cix.. AR XS l= .. h8iz,v,_'$R b o I I ,,� " li ,w� I a 1 I I I ��. BLOCK 121 �/ R REMOVED, ryPTO BE ( P.B. 5, PG.5 1� .2 e� �µ1/2' b F) CO ti� o:oi _ 4944Y8 2FF..B4• ' ..•4 yes ., 3 ak, rNP esu ie e,°° �x � 44'W 2-S4' (c) b e EXISTING ASPHALT TO BE REMOVED 1l _ 1.033 ACRES 1 (VACANT) 1 i4l EXISTING TREE TO BE Z REMOVED, TYP. 0� im ,0 21 BL°C K tzt °"" eg toa.o•. ec bl s s. bob I I � I b bb 1 i°Ennn RDN """ Qglpd I 9• x*0 d �:a.a> (c) .a., �'�a�4 ,. re)�4 ..� ,' (w ..P! a (c) X' o9un A P (P)�a4s�o:ao' cr)1e'o (r) ..tea N89'S'1J'E9y.8a r � xa• x off I ^� =•P�°{ --- .,�y D--�Es�ma¢�xrc are d r OW ro xv SCALE: 1"=20' i0 .� a EmE or...rxr S4 NE 3RD STREET` F1 Engineering, LLC APARTMENT w�xx�.,,�xmro„E)�xtwxx�E"�xEEx»G.x.. Ste,ven L. GC PARK - COMPLEX [low,1062 JAKES WAY IN THEnTY OF OKEEc"DREE Okeechobee, FI 349 a aTEoBLOCK 121 Phone: (863) 824-7644 Oe No 2021-024 EXISTING CONDITION, DEMOLITION, 'N- AND SEDIMENT CONTROL PLAN CDO02 CF 19 T — —T r 1921MIDR"lUIT I Rs_ -AR R -T 11— A —1 — �= 1.Rl--11.—Sr .-=— ", " —P ImI 'ARTILD 21 AND CA""D 22 "Do"S "'C" "'A"T AREAD. AAL —A— IAI RDAIIAI DAIP LDCA­ � W-01. -D-RD 111Tr I Statistics Description Avg Max � MinCalo 7.re #1 13.9 fo I " .5 fc 1 0.9 fo NOTES 1. ALL 11 11 11 1 PRDRI. DR —A -I.D.—ARD— _A.E.LE (.A. _.) — — D.D"DQD ALL UIDRTNG SRftL"—'�_ 01"ERI-=%ftlVE--.1A Dr 11E.. ARD !-U. AVISINAL—1 R DRTR AMID— VARIATDRS R —P OU— — W-IT. LINE — ARD DIRT —- I —EET U.T I-E-1.1— — ARD ALL AND UNIARI — INIIA—IlUll J 10 NIX 71 .!IB BL 77 KEY MAP F— I. .—N LIGHT POLE FOUNDATION FOOTING REINFORCING IIIIIII II II ON 'STE L (77 POLE AND FIXTURE DETAIL --------------------- -----. N 4TH STREU �,D 4 jHEU[01 MATCHLINE SEE SHEETLSO] Steven L. Dobbs Engineering, LLC 1062 LAKES WAY Okeechobee,F134974 Phone: (863) 824-7644 A GLENWOOD PARK A RTMENT COMPLEX IT. IN THI CITY .1 BLOCK 110 rl.. -N.2 0 3 LIGHTING PLAN La03r 71 .!IB BL 77 KEY MAP F— I. .—N LIGHT POLE FOUNDATION FOOTING REINFORCING IIIIIII II II ON 'STE L (77 POLE AND FIXTURE DETAIL --------------------- -----. N 4TH STREU �,D 4 jHEU[01 MATCHLINE SEE SHEETLSO] Steven L. Dobbs Engineering, LLC 1062 LAKES WAY Okeechobee,F134974 Phone: (863) 824-7644 A GLENWOOD PARK A RTMENT COMPLEX IT. IN THI CITY .1 BLOCK 110 rl.. -N.2 0 3 LIGHTING PLAN La03r Statistics Description Avg Max Min Max/Min Cdc Zone #1 3.8 fc 8.5 fc 1.0 fc NOTES 11 —A uixiuuu ar a.w romcA— wm �(uu nEoj�x rnxcboux% ro �smuxronic su unun¢ u�Exo an TME sTaET ucxr reus/axaesm wees nxo nu MATCHLINE SEE SHEET C801 MATCHLINE SHEETU02 Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee, FI 34974 Phone: (863) 824-7644 .. ON'SITE LIGHT POLE AND FIXTURE DETAIL SCALE: 1"=20' GLENWOOD`PARKEEw� APARTMEIN NT COMPLEX xBLOCK 121 Cx LIGHTING PLAN ioxx .: rue C802 o.