GENERAL DEVELOPMENT AND SITE PLAN FOR KELLY'S LANDING AT THE PROMENADE

Transcription

1 DESCRIPTION LEGL DESCRIPTION PRCEL : COMMENCING T THE SOUTHEST CORNER OF THE NORTH 450 FEET OF THE WEST 640 FEET OF SID GOVERNMENT LOT 9, SECTION 3, TOWNSHIP 50 SOUTH, RNGE 25 EST, COLLIER COUNTY, FLORID; THENCE NORTH 98.0 FEET LONG THE EST LINE OF THE WEST 640 FEET OF SID GOVERNMENT LOT 9; THENCE NORTH 00-09'-00" WEST FEET FOR PLCE OF EGINNING; THENCE CONTINUING NORTH 00-09'-00" WEST FEET; THENCE NORTH 267 FEET MORE OR LESS TO THE SOUTHERLY RIGHT-OF-WY LINE OF U.S.-41 (STTE ROD 90); THENCE SOUTHESTERLY LONG SID RIGHT-OF-WY LINE 196 FEET MORE OR LESS TO THE EST LINE OF THE WEST 470 FEET OF SID GOVERNMENT LOT 9; THENCE SOUTH 205 FEET MORE OR LESS LONG THE EST LINE OF THE WEST 470 FEET OF SID GOVERNMENT LOT 9 TO THE PLCE OF EGINNING; EING PRT OF THE NORTH 450 FEET OF THE WEST 640 FEET OF GOVERNMENT LOT 9, SECTION 3, TOWNSHIP 50 SOUTH, RNGE 25 EST, COLLIER COUNTY, FLORID, PRCEL : COMMENCING T THE SOUTHEST CORNER OF THE NORTH 450 FEET OF THE WEST 640 FEET OF SID GOVERNMENT LOT 9, SECTION 3, TOWNSHIP 50 SOUTH, RNGE 25 EST, COLLIER COUNTY, FLORID; THENCE NORTH 98.0 FEET LONG THE EST LINE OF THE WEST 640 FEET OF SID GOVERNMENT LOT 9 FOR PLCE OF EGINNING, THENCE NORTH 00-09'-00" WEST FEET; THENCE NORTH 205 FEET MORE OR LESS TO THE SOUTHERLY RIGH-OF-WY LINE OF U.S.-41 (STTE ROD 90); THENCE SOUTHESTERLY LONG SID RIGHT-OF-WY LINE 199 FEET MORE OR LESS TO THE EST LINE OF THE WEST 640 FEET OF SID GOVERNMENT LOT 9; THENCE SOUTH LONG SID EST LINE 130 FEET MORE OR LESS TO THE PLCE OF EGINNING. GENERL DEVELOPMENT ND SITE PLN FOR KELLY'S LNDING T THE PROMENDE PRT OF SECTION 3, TOWNSHIP 50S, RNGE 25E, COLLIER COUNTY, FLORID PREPRED FOR: OWNED Y: COMS FISH COMPNY th VENUE SOUTH, SUITE th VENUE SOUTH NPLES, FLORID NPLES, FLORID SHEET NUMER 1 COVER SHEET SHEET INDEX 2 GENERL NOTES SHEET DESCRIPTION 3 EXISTING CONDITIONS & DEMOLITION PLN 4 MSTER SITE PLN 5 MSTER UTILITY PLN 6 MSTER GRDING & DRINGE PLN 7 SIGNING ND STRIPING PLN 8 TYPICL SECTIONS 9 PVING & GRDING DETILS 10 UTILITY DETILS 11 EROSION CONTROL PLN & DETILS LESS NY PORTION FOR ROD RIGHT OF WY ND LESS THT PORTION DESCRIED IN THT CERTIN ORDER TKING RECORDED IN OOK 2131, PGE 5. SURVEYED PRCEL CONTINS TOTL OF 1.56 CRES, MORE OR LESS. PORTION OF THE SURVEYED PRCEL IS SUMERGED LNDS. TMIMI TRIL (US41) PROJECT SITE ZONING INFO PORT O CLL WY C2- WTERFRONT COMMERCIL DISTRICT PROJECT LOCTION S No. DTE PPROVED IDENTIFICTION 1 10/03/17 NEW DUMPSTER LOCTION, IKE RCK, ND CLCULTIONS FOLIO # PROJECT LOCTION PROJECT SITE PRELIMINRY 6610 Willow Park Drive October 24, :07 PMK:\2017\ Kelly Landing t The Promenade\003 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\ C CS.dwg ELEVTIONS SED ON NORTH MERICN VERTICL DTUM NVD88. CONVERSION FROM NVD88 TO NGVD29: NVD ' = NGVD29. STMPS MRK J. SUNYK, P.E. STTE OF FLORID LICENSE NO RW, INC. STTE OF FLORID USINESS CERTIFICTE NO. E PROJECT No: ENGINEER'S SEL MY,

2 WTER, IRRIGTION ND SEWER NOTES: GENERL NOTES: 1. LL ONSITE WTER ND SEWER FCILITIES SHLL E OWNED ND MINTINED Y OWNER. 2. LL WTER ND SEWER CONSTRUCTION SHLL CONFORM TO CITY OF NPLES STNDRDS ND SPECIFICTIONS. 3. LL EXISTING UTILITIES RE SED ON VILLE RECORD INFORMTION. IT IS THE CONTRCTOR'S RESPONSIILITY TO LOCTE PPROPRITE EXISTING UTILITIES ND REPORT DISCREPNCIES TO ENGINEER IMMEDITELY. 4. INSTLLTION OF SUSURFCE CONSTRUCTION, TO INCLUDE, WTER ND IRRIGTION LINES, SEWER LINES, PULIC UTILITIES ND STORM DRINGE IS REQUIRED PRIOR TO COMPCTION OF SUGRDE ND RODWY CONSTRUCTION. 5. THE CONTRCTOR IS RESPONSILE FOR REPIRING LL UTILITY LINES ND SERVICES DMGED DURING CONSTRUCTION, INCLUDING IRRIGTION LINES ND SERVICES. THE PPROPRITE UTILITY SHLL E NOTIFIED OF LL DMGED LINES PRIOR TO REPIR. LL NECESSRY REPIRS SHLL E PERFORMED IMMEDITELY UPON DMGE OF LINE, T THE CONTRCTOR'S EXPENSE. 6. THE CONTRCTOR SHLL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER ND UTILITY COMPNY PRIOR TO THE FOLLOWING TO LLOW FOR INSPECTIONS REQUIRED Y CITY OF NPLES 6.. COMMENCEMENT 6.. CHNGES TO PPROVED SCHEDULES, SUCONTRCTORS, OR RESIDENT SUPERINTENDENT. 6.C. POTLE, IRRIGTION, WSTEWTER ND GENERL SYSTEMS 6.C.. HOT TPS TO POTLE WTER LINES LRGER THN ND WSTEWTER SYSTEMS GRETER THN. * 6.C.. MSTER METER ND YPSS PIPING. 6.C.C. JCK & ORE CSINGS. * 6.C.D. PRESSURE TESTS. * 6.C.E. INFILTRTION/EXFILTRTION TESTS. * 6.C.F. LIFT STTION INSTLLTION, PRIOR TO COVER-UP ND STRT-UP. * 6.C.G. LIFT STTION STRT-UP. * 6.C.H. LMPING OF SEWER LINES. * 6.C.I. PIGGING ND FLUSHING OF WSTEWTER LINES, FORCE MINS, POTLE WTER MINS, ND NON-POTLE IRRIGTION LINES. * NOTE: FULL ORE FLUSHING ND PIGGING OF POTLE WTER LINES NEED ONLY WTER DEPRTMENT INSPECTION. 6.C.J. TELEVISION VIDEO TPING OF WSTEWTER LINES T END OF CONSTRUCTION ND THE WRNTY PERIOD ("IN-OFFICE REVIEW"). 6.C.K. CONFLICT CONSTRUCTION. * 6.C.L. CONNECTIONS TO EXISTING POTLE WTER, NON-POTLE IRRIGTION WTER ND WSTE WTER SYSTEMS. * 6.C.M. DIMETER OR LRGER CSING INSTLLTIONS. * 6.C.N. OTHER SPECIL REQUIREMENTS S SPECIFIED Y THE COUNTY STFF T THE TIME OF CONSTRUCTION DOCUMENT PPROVL. 6.C.O. CLORINTION OF WTER LINES ND REFLUSHING OF LINE FTER CHLORINTION (NEEDS WTER DEPRTMENT INSPECTION ONLY). * 6.C.P. INSTLLTION OF TEMPORRY METERS/CKS. * 6.C.Q. CTERIOLOGICL SMPLING (NEEDS WTER INSPECTION ONLY). * 6.C.R. HOT TPS TO NY WTER CONCRETE MINS, PRESSURE TESTS ON LINES 20" OR GRETER, ND CONNECTIONS TO EXISTING POTLE SYSTEMS GRETER THN NEED TO E INSPECTED Y THE WTER DEPRTMENT ND THE CITY OF NPLES. * 6.C.S. FIRE TESTING. 6.C.T. CITY OF NPLES INSPECTOR OR OTHER QULIFIED EMPLOYEE MUST E PRESENT T THE INSPECTIONS NOTED WITH "*" OVE. 7. FITTINGS SHLL E USED TO MINTIN PLN LIGNMENT OF POTLE WTER MINS ND FORCE MINS. DEVITION FROM PLN LIGNMENT SHLL NOT E MORE THN FROM PLN CENTERLINE OF CONTRCTOR SHLL PREPRE RECORD DRWING OF LL FITTINGS NOT SHOWN ON THIS PLN. 8. MINIMUM COVER FOR LL WTER MINS ND FORCE MINS SHLL E MESURED FROM FINISHED GRDES, MINIMUM DEPTH OF 30" MXIMUM DEPTH OF 4. IT IS THE RESPONSIILITY OF THE CONTRCTOR TO ENSURE MINIMUM COVER, REGRDLESS OF EXISTING GRDE. PERIODIC CHECKS FOR MINIMUM COVER WILL E MDE Y THE CITY OF NPLES ND ENGINEER. 9. CONTRCTOR SHLL CONSTRUCT LL WTER ND SEWER PPURTENNCES INCLUDING METER OXES, LOW-OFFS, VLVE OXES, IR RELESE VLVES, FIRE HYDRNTS, ETC. TO FINISHED GRDE. CONTRCTOR SHLL COORDINTE DURING THE CONSTRUCTION STKEOUT ND PRIOR TO CONSTRUCTION OF SID PPURTENNCES WITH OWNER ND ENGINEER REGRDING FINISHED GRDE. IT IS THE RESPONSIILITY OF THE CONTRCTOR TO ENSURE CONSTRUCTION OF SID PPURTENNCES TO FINISHED GRDE. 10. LL POTLE WTER MINS SHLL E SEPRTED FROM SNITRY SEWER Y MINIMUM HORIZONTL DISTNCE OF TEN FEET MESURED EDGE TO EDGE ND VERTICL DISTNCE OF 1 MESURED ETWEEN THE INVERT OF THE UPPER PIPE ND THE CROWN OF THE LOWER PIPE. WHERE MINIMUM SEPRTION CNNOT E MINTINED, SEE CROSSOVER DETIL REQUIREMENTS. 11. POTLE WTER MINS UNDER PVEMENT SHLL E POLYVINYL CHLORIDE PIPE (PVC) WW C-900, CLSS 200, DR 14, OR CLSS 51 DUCTILE IRON PIPE. LL OTHER POTLE WTER MINS SHLL E WW C-900, CLSS 150, DR 18 PVC, COLOR CODED "LUE". 12. LL GRVITY SNITRY SEWER MINS ND LTERLS SHLL E STM D-3034, SDR 26, COLOR CODED "GREEN" UNLESS NOTED OTHERWISE. 13. REFER TO PLT ND/OR SURVEY FOR ESEMENTS OF RECORD. 14. MINIMUM 1 SEPRTION SHLL E PROVIDED ETWEEN WTER, SEWER, ND CONDUITS FOR NY OTHER UTILITY. 15. LL UTILITY CONSTRUCTION TO E IN CCORDNCE WITH CITY OF NPLES PULIC UTILITIES DIVISION SPECIFICTIONS, LTEST EDITION. 16. CONTRCTOR SHLL E RESPONSILE FOR OIL WTER NOTICES ND CTERIOLOGICL SMPLING FOR NY EXISTING WTER MINS THT RE POTENTILLY CONTMINTED DURING CONSTRUCTION. 17. FIRE HYDRNTS SHLL E MRKED IN UNIFORM MNNER PPROVED Y THE LOCL FIRE DISTRICT. 18. LL WTER METERS SHLL E SIZED Y CITY OF NPLES PULIC UTILITIES. 19. MSTER WTER METER TO E INSTLLED Y CONTRCTOR. WTER METERS SMLLER THN 2" TO E INSTLLED Y CITY OF NPLES. 20. CONTRCTOR WILL INSTLL WTER SERVICE LINES & METER OX. 21. LL FIRE HYDRNTS REFERENCED IN THIS PLN SET INCLUDE HYDRNT ND HYDRNT VLVE. 22. FIRE HYDRNTS ND WTER SERVICES MY E USED FOR TEMPORRY SMPLE POINTS (TSP) S SHOWN ON THE PLNS. 23. FOR CONNECTIONS TO EXISTING MNHOLES, LL EXISTING MNHOLES SHLL E SUPPORTED S NECESSRY TO PREVENT NY CRCKING TO EXISTING MNHOLE OR PIPE CONNECTIONS. 1. LL ONSITE INFRSTRUCTURE SHLL E OWNED ND MINTINED Y OWNER. 2. LL CONSTRUCTION SHOWN ON THESE DRWINGS SHLL CONFORM TO THE CITY OF NPLES STNDRDS ND SPECIFICTIONS ND THE CONTRCT TECHNICL SPECIFICTIONS. 3. CONTRCTOR SHLL VERIFY LL DIMENSIONS ND ELEVTIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NY DEVITION IN PLN INFORMTION SHLL E REPORTED TO ENGINEER IMMEDITELY. 4. CONTRCTOR IS REQUIRED TO OTIN FROM THE ENGINEER ND OWNER WRITTEN PPROVL FOR NY DEVITIONS FROM THE PLNS ND/OR SPECIFICTIONS. 5. MINTENNCE OF SITE DRINGE FCILITIES IS THE RESPONSIILITY OF OWNER. 6. THE PPROVL OF THESE CONSTRUCTION PLNS DOES NOT UTHORIZE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH RE INCONSISTENT WITH ESEMENTS OF RECORD. 7. TRSH COLLECTION WILL E HNDLED VI CONTRCTED HULER. 8. LL ELEVTIONS REFERENCED WITHIN THIS PLN SET RE VERTICL DTUM NVD 88, UNLESS OTHERWISE STTED. CONVERSION TO THE NTIONL GEODETIC VERTICL DTUM OF 1929 (NGVD 29) IS +1.27'. 9. THE SUJECT IS LOCTED IN FEM FLOOD ZONE E-8, X500, X, ELEVTION FEM 8 NVD PER FLOOD INSURNCE RTE MPS, MP NUMER 12021C03393H, DTED 5/16/12. THE MINIMUM HITLE FINISH FLOOR SHLL E SET T MINIMUM OF 1.0' OVE FEM, UNLESS FLOOD PROOFED PER FEM REQUIREMENTS. SEE RCHITECTURL PLNS. 10. REFER TO PLT ND/OR SURVEY FOR ESEMENTS OF RECORD. 11. FOR LL FDOT TYPE "C", "D" ND "E" INLETS, REFERENCE FDOT INDEX NO LL RODWYS ND DRIVES WITHIN KELLY'S LNDING T THE PROMENDE ON FIFTH RE CONSIDERED PRIVTE. 13. LL PROHIITED EXOTIC VEGETTION SHLL E REMOVED FROM THE SITE ND IT SHLL E MINTINED FREE OF EXOTICS IN PERPETUITY. 15. THE CONTRCTOR SHLL E RESPONSILE FOR LOCTING LL UTILITIES, WHETHER PRIVTE OR PULIC, PRIOR TO EXCVTION. THE INFORMTION ND DT SHOWN WITH RESPECT TO EXISTING FCILITIES T OR CONTIGUOUS TO THE SITE IS PPROXIMTE ND SED ON INFORMTION FURNISHED Y THE OWNERS OF SUCH FCILITIES OR ON PHYSICL PPURTENNCES OSERVED IN THE FIELD, ND EST VILLE RECORD DRWING INFORMTION. THE OWNER ND ENGINEER SHLL NOT E RESPONSILE FOR THE CCURCY OR COMPLETENESS OF NY SUCH INFORMTION OR DT; ND, THE CONTRCTOR SHLL HVE FULL RESPONSIILITY FOR REVIEWING ND CHECKING LL SUCH INFORMTION ND DT, FOR LOCTING LL FCILITIES EFORE ND DURING CONSTRUCTION, FOR THE SFETY ND PROTECTION THEREOF, ND REPIRING NY DMGE THERETO RESULTING FROM THE WORK. THE COST OF LL WILL E CONSIDERED S HVING EEN INCLUDED IN THE CONTRCT PRICE. THE CONTRCTOR SHLL NOTIFY NY FFECTED UTILITY COMPNIES OR GENCIES IN WRITING T LEST 48 HOURS PRIOR TO EGINNING CONSTRUCTION. 16. CONTRCTOR SHLL REMOVE LL MUCK ND OTHER UNSUITLE MTERIL FROM FILL RES PRIOR TO PLCEMENT OF FILL. LL MUCK ND UNSUITLE MTERIL SHLL E STOCKPILED S DETERMINED Y OWNER. 17. LL PROHIITED EXOTIC VEGETTION SHLL E REMOVED FROM THE SITE ND IT SHLL E MINTINED FREE OF EXOTICS IN PERPETUITY. 18. DUMPSTER LIFT SHLL E OWNED, MINTINED, ND OPERTED Y THE OWNER. DEMOLITION NOTES: 1. CONTRCTOR SHLL REMOVE EXISTING STRUCTURES, UILDINGS, PILES, ND OTHER FETURES WITHIN THE THE PROJECT. THIS SHLL INCLUDE CONCRETE PDS, FENCING UTILITY SERVICES, etc LL ITEMS TO E REMOVED SHLL ECOME THE OF THE CONTRCTOR ND SHLL E REMOVED T THE EXPENSE OF THE CONTRCTOR, INCLUDING LL DUMPING FEES, UNLESS OTHERWISE NOTED. LL ITEMS SHLL E REMOVED TO DEPTH OF 2' ELOW EXISTING GRDE, OR 2' ELOW THE INVERT OF NY PROPOSED UTILITIES. EXISTING UTILITIES, SERVICING UILDINGS TO E REMOVED SHLL E PLUGGED ELOW EXISTING GRDE ND ROUGHT TO THE TTENTION OF OWNER'S REPRESENTTIVE ND THE ENGINEER IMMEDITELY. 3. EXISTING SPHLT PVEMENT TO E REMOVED SHLL E REMOVED TO MINIMUM OF THE OTTOM OF THE PROPOSED LIMEROCK IN PVED RES ND TO ELOW FINISHED GRDE IN UNPVED RES. EXISTING LIMEROCK THT HS EEN REMOVED MY E USED TO STILIZED THE SUGRDE OF THE PROPOSED PVEMENT RES IF IT MEETS THE REQUIREMENTS S NOTED IN THE ENGINEER'S TECHNICL SPECIFICTIONS. 4. THIS PLN IS NOT INTENDED TO E LL INCLUSIVE OF EXISTING FCILITIES OR MTERILS TO E REMOVED. CONTRCTOR SHLL E RESPONSILE TO VERIFY THE SCOPE OF WORK IN REGRDS TO MODIFICTIONS OF THE SITE TO CCOMMODTE PROPOSED IMPROVEMENTS. THIS PLN DOES NOT DDRESS EXISTING UTILITIES/FCILITIES WHICH MY E ENCOUNTERED DURING DEMOLITION OR IMPROVEMENTS. CONTRCTOR SHLL PROTECT ND/OR REPLCE THOSE EXISTING UTILITIES REQUIRED TO CCOMMODTE THIS PROJECT. OTHER UTILITIES TO E REMOVED OR NDONED SHLL E DISCRDED, DISENGGED OR REMOVED IN MNNER CONSISTENT WITH INDUSTRY SFETY STNDRDS, S REQUIRED Y OWNER'S REPRESENTTIVE. 5. LL SPHLT PVEMENT TO E REMOVED SHLL E MECHNICLLY SW-CUT IN ORDER TO ENSURE CLEN, STRIGHT EDGES. CONTRCTOR SHLL COORDINTE THE THE SPHLT REMOVL WITH THIS DEMOLITION PLN. 6. CONTRCTOR SHLL COORDINTE THE REMOVL OF THE EXISTING FCILITIES WITH THE OWNER'S REPRESENTTIVE WITH REGRDS TO WHEN THE INDIVIDUL ITEMS RE TO E REMOVED. 7. CONTRCTOR SHLL PROVIDE SFE, OPERLE SITE FOR EMPLOYEES ND PULIC FOR THE CONSTRUCTION ND FUNCTIONS THT WILL CONTINUE TO OCCUR DURING THE CONSTRUCTION CTIVITIES. UTILITIES PROVIDING SERVICE LIST OF STNDRD REVITIONS TERM REVITION TERM REVITION CCESS ESEMENT E INVERT INV IR RELESE VLVE RV LKE MINTENNCE ESEMENT LME MERICN WITH DISILITIES CT D LNDSCPE UFFER ESEMENT LE UTOMTIC FLUSHING DEVICE FD LEE COUNTY ELECTRIC COOPERTIVE LCEC CK OF CUR OC LEFT LT CK PREVENTOR FP LINEL FEET LF SE LINE L MNHOLE MH LOW-OFF VLVE OV MECHNICL JOINT MJ CLE TV CTV NTIONL GEODETIC VERITICL DTUM NGVD CSTE IRON CI NORTH MERICN VERTICL DTUM NVD CENTER LINE CL OUTSIDE DIMETER OD CLEN OUT CO PERMNENT SMPLE POINT PSP CONTROL ELEVTION C.E. PLUG VLVE PV CONTROL STRUCTURE CS POINT OF CURVTURE PC CORRUGTED LUMINUM PIPE CP POINT OF TNGENCY PT CORRUGTED METL PIPE CMP POINT OF VERTICL INTERSECTION PVI CITY UTILITY ESEMENT CUE POLYVINYL CHLORIDE PVC DEPRTMENT OF TRNSPORTTION DOT POST INDICTOR VLVE PIV DIMETER DI LINE PL DIMENSION RTIO DR PULIC UTILITY ESEMENT PUE DRINGE ESEMENT DE PUMP STTION PS DUCTILE IRON PIPE D.I.P. RDIUS (X')R EDGE OF PVEMENT EOP RW WTER MIN RWM ELEVTION ELEV REFLECTIVE PVEMENT MRKER RPM ELLIPTICL REINFORCED CONCRETE PIPE ERCP REINFORCED CONCRETE PIPE RCP FINISHED FLOOR ELEVTION FFE RIGHT RT FIER REINFORCED CONCRETE PIPE FRCP RIGHT OF WY ROW FIRE PROTECTION NOTES: PVEMENT MRKING ND SIGNING NOTES: FIRE CONTROL DISTRICT FIRE DEPRTMENT CONNECTION FCD FDC SNITRY SEWER STTION SS ST 1. SEPRTE PERMIT IS REQUIRED PRIOR TO INSTLLTION OF NY FIRE LINE. 2. INSTLLTION OF LL FIRE LINES SHLL COMPLY WITH THE LTEST EDITION OF NFP PRIOR TO THE CCUMULTION OF COMUSTILE UILDING MTERILS ON SITE, PROPOSED FIRE HYDRNTS MUST E OPERLE WITH THE REQUIRED FIRE S (TEMPORRY CK PREVENTERS MUST E USED, GP CONFIGURTIONS UNCCEPTLE ) ND IMPROVED, STILIZED EMERGENCY PPRTUS CCESS WYS ( 20' WIDE) MUST E VILLE TO WITHIN 100' OF THE STRUCTURES. 4. FIRE LINES SHLL E INSTLLED Y N PPROPRITELY CERTIFIED FIRE SPRINKLER CONTRCTOR OR TYPE V CONTRCTOR S DEFINED ND OUTLINED IN , ND F.S. 5. PVC PIPE FOR FIRE LINES SHLL CONFORM TO THE REQUIREMENTS OF WW C-900, DR14 (CLSS 305), UNLESS OTHERWISE SHOWN ON PLNS. 6. LL FIRE HYDRNTS, FDC'S ND PIV'S SHLL E VISILE ND CCESSILE. THEY SHLL NOT E OSTRUCTED VISULLY OR FUNCTIONLLY Y TREES OR LNDSCPING. 7. REF: PPROVED CITY PLNS FOR FINL UTILITY LYOUT, NOTES, ND DETILS. 8. FIRE HYDRNTS SHLL E MRKED IN UNIFORM MNNER PPROVED Y THE FIRE DEPRTMENT. 1. LL PVEMENT MRKINGS ND SIGNING SHLL E IN CCORDNCE WITH THE CURRENT COUNTY REQUIREMENTS, F.D.O.T. STNDRD SPECIFICTIONS FOR ROD ND RIDGE CONSTRUCTION ND F.D.O.T. RODWY ND TRFFIC DESIGN STNDRDS. 2. PVEMENT MRKINGS SHLL MTCH EXISTING T THE CONSTRUCTION. 3. NY EXISTING MRKINGS OR SIGNS WHICH CONFLICT WITH THOSE SHOWN ON THESE PLNS SHLL E REMOVED. 4. LL PVEMENT MRKINGS SHLL E PERMNENT REFLECTIVE TRFFIC PINT WITH GLSS EDS IN CCORDNCE WITH F.D.O.T. STNDRD SPECIFICTION SECTION 710, UNLESS OTHERWISE NOTED. STLL STRIPES SHLL E PERMNENT REFLECTIVE TRFFIC PINT ONLY. 5. STREET NME SIGNS SHLL E INSTLLED PER COUNTY REQUIREMENTS. 6. LUE RISED REFLECTIVE PVEMENT MRKERS SHLL E PLCED T FIRE HYDRNTS IN CCORDNCE WITH THE LOCL FIRE DISTRICT. 7. INSTLL WIDE CROSSWLK STRIPES T LL SIDEWLK CROSSINGS. 8. PVEMENT MRKINGS LOCTED WITHIN PVER RICK RES MY E CONSTRUCTED WITH CONTRSTING COLOR OF RICKS OR CONCRETE IN LIEU OF PINT. FIRE HYDRNT SSEMLY FLORID DEPRTMENT OF TRNSPORTTION FLORID POWER & LIGHT LINE GTE VLVE FH FDOT FPL FL STORM STRUCTURE TEMPORRY HIGH DENSITY POLYETHYLENE HDPE TYPICL TYP. INSIDE DIMETER GV ID TEMPORRY CK TEMPORRY LOW-OFF SSEMLY TEMPORRY SMPLE POINT WTER MIN STR TEMP. PRELIMINRY TF TO TSP WM October 24, :43 MK:\2017\ Kelly Landing t The Promenade\003 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\ C GN.dwg DRWN DTE Florida Certificates of uthorization MY, 2017 HORIZ. SCLE (FULL): HORIZ. SCLE (HLF): DRWN: VERT. SCLE (FULL): VERT. SCLE (HLF): GENERL NOTES KELLY'S LNDING T THE PROMENDE FILE NME: 2 OF 11 MRK J. SUNYK, P.E. FLORID LICENSE NO C GN 62725

3 Feet W-X W-X LEGEND EX TOPO DEED (T DISCLIMER RE) SUMERGED LND LESE SUMERGED LND LESE DISCLIMER RE W-X W-X W-X (TO MEN HIGH WTER T FCE OF SEWLL) DEED ND EX. WM W-X W-X W-X W-X W-X W-X W-X EX. WM CONCRETE CUR TMIMI TRIL (U.S. 41) (5TH VE. SOUTH) EX. WM EX PVEMENT/SIDEWLK TO E REMOVED OFFSITE EX UILDING TO E REMOVED RE = 1.08 CRES LL ELEVTIONS REFERENCE NVD88 ERIL JNURY 2017 * LL UILDINGS, WOOD, CONCRETE WLKWYS, OVERHNGS, LODING S, PVEMENT, ND UTILITIES TO E REMOVED FROM SITE. EX. MNHOLE S EX. WM EX. FIRE HYDRNT SSEMLY DEED SUMERGED LND LESE (TO MEN HIGH WTER T FCE OF SEWLL) DEED ND 21 LF SS LTERL (TO REMIN) PORT O CLL WY S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X W-X W-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X EX. SS (CLY TILE) EX. WM DEED ND PD DEVELOPED October 24, :53 MK:\2017\ Kelly Landing t The Promenade\003 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\ C EX.dwg DRWN DTE Florida Certificates of uthorization MY, 2017 HORIZ. SCLE (FULL): 1" = 20' HORIZ. SCLE (HLF): 1" = 40' DRWN: VERT. SCLE (FULL): VERT. SCLE (HLF): EXISTING CONDITIONS & DEMOLITION PLN KELLY'S LNDING T THE PROMENDE FILE NME: 3 OF 11 MRK J. SUNYK, P.E. FLORID LICENSE NO C EX 62725

4 LEGEND PVER RICK RODWY CONCRETE SIDEWLK PVER WLKWY TRFFIC DIRECTION RROW Feet SETCK LINE ROW/LOT LINE RODWY CENTERLINE DEED (TO MEN HIGH WTER T FCE OF SEWLL) NORTH END OF SEWLL 0' RER (MRIN) SET CK TMIMI TRIL ROW (T DISCLIMER RE) 2ND ND 3RD FLOOR FOOTPRINT SUMERGED LND LESE RMP OUTDOOR R & DINING 0' RER (MRIN) SET CK LNDING DISCLIMER RE OUTDOOR R C RESTURNT KITCHEN RMP DOWN TO DEED ND 24' EX. CONC. SIDEWLK 2ND ND 3RD FLOOR FOOTPRINT EX TYPE "F" CUR 31.2' 20' FRONT SETCK W/ 6' MIN LNDSCPING 50' 137' TMIMI TRIL (U.S. 41) (5TH VE. SOUTH) DETECTLE WRNING MT ND D RMP (TYP) NOTE: SITE REQUIREMENTS ND CLCULTIONS PROVIDED Y RCHITECTS. LOT COVERGE: UILDING RE: 21,130 SF PERCENT OF PRCEL: 45% LLOWLE LOT COVERGE: 50% (MRINS) *RECYCLING MTERIL TO E COLLECTED IN UILDING ND PICKUP COORDINTED WITH PRIVTE RECYCLING HULER. Xref..\Design Files\Survey.dwg OUTDOOR DINING 8' CONCRETE SEWLL (TO E REPLCED) 24.6' EX. FIRE HYDRNT SSEMLY DEED RMP LNDING (TO MEN HIGH WTER T FCE OF SEWLL) 0' RER (MRIN) SET CK POOL 2ND ND 3RD FLOOR FOOTPRINT HOTEL LOY CK OF HOUSE RETIL 4' 12' 12' 24' 30' UE 15' UE UTILITY ESEMENT DUMPSTER OLLRD (TYP) 20' FRONT SETCK W/ 6' MIN LNDSCPING (LNDSCPING TO EXTEND EYOND 20' FRONT SETCK, SEE LNDSCPE PLNS) 10' SIDE SETCK STORGE 20' ROW CONCRETE SEWLL (TO E REPLCED) OT RMP 8' 5' DEED ND PORT O CLL WY DEED ND PRELIMINRY October 26, :48 PMK:\2017\ Kelly Landing t The Promenade\003 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\ C MP.dwg 1 NEW DUMPSTER LOCTION, IKE RCK, ND CLCULTIONS NP 10/03/17 DRWN DTE Florida Certificates of uthorization MY, 2017 HORIZ. SCLE (FULL): 1" = 20' HORIZ. SCLE (HLF): 1" = 40' DRWN: VERT. SCLE (FULL): VERT. SCLE (HLF): MSTER SITE PLN KELLY'S LNDING T THE PROMENDE FILE NME: 4 OF 11 MRK J. SUNYK, P.E. FLORID LICENSE NO C MP 62725

5 GRESE INTERCEPTOR SIZING FORMUL FOR RESTURNTS: (S) x (GS) x (HR/12) x (LF) = EFFECTIVE CPCITY OF GRESE INTERCEPTOR IN GLLONS (S) x 25 x 1.08 x 1.0 W-X W-X WHERE : S = NUMER OF SETS IN DINING RE GS = 25 GLLONS OF WSTE PER SET FOR RESTURNT WITH CHIN DISHES & UTOMTIC DISHWSHERS HR/12 = 13 HR's / 12 LF = 1.0 LODING FCTOR FOR MIN HIGHWY Feet GRESE INTERCEPTOR SIZES RESTURNT SETS = 7,560 GLLONS * GRESE INTERCEPTORS TO E LOCTED WITHIN GRGE. EXCT LOCTION TO E DETERMINED T UILDING PLN SUMITTL. DEED (T DISCLIMER RE) SUMERGED LND LESE DEED (TO MEN HIGH WTER T FCE OF SEWLL) OUTDOOR R & DINING DISCLIMER RE CONCRETE SEWLL (TO MEN HIGH WTER T FCE OF SEWLL) OUTDOOR R C RESTURNT POOL W-X W-X W-X KITCHEN OUTDOOR DINING DEED ND HOTEL LOY EX. CONC. SIDEWLK TMIMI TRIL ROW EX TYPE "F" CUR FIRE SERVICE (SEE RCHITECTURL PLNS FOR CONTINUTION INTO UILDING) PORTE COCHERE (2) 2" WTER SERVICE (SEE RCHITECTURL PLNS FOR CONTINUTION INTO UILDING) CK OF HOUSE DEED ND 1" IRRIGTION SERVICE (SEE LNDSCPING PLNS FOR CONTINUTION) RETIL STORGE 15' UE SS CO (SEE RCHITECTURL PLNS FOR CONTINUTION INTO UILDING) EX. WM TO E REMOVED W-X W-X W-X W-X W-X W-X W-X 30' UE EX SNITRY SEWER LTER 10 LF TO REMIN S S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X W W PORT O CLL WY W W W W W S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X W-X W-X 20' ROW TMIMI TRIL (U.S. 41) (5TH VE. SOUTH) EX. WM x TEE CONNECT TO EX. WM x REDUCER EX. MNHOLE TOP EL. = 8.60' (INVERTS NOT LOCTED) (2) CP ND PLUG EX. 2" WM PVC WM FDC FIRE HYDRNT SSEMLY PIV TEE W/GTE VLVE FP x2" REDUCER 2"x1" REDUCER GV x TEE PVC WM x2" REDUCER 2" GV EX. 2" WM (TO E NDONED) 2" SCH 80 WM EX. SS (CLY TILE) EX. WM EX. FIRE HYDRNT SSEMLY EX. SS (CLY TILE) 2" CP ND PLUG CONNECT TO EX. 2" WM DEED ND EX. WM PRELIMINRY October 26, :47 PMK:\2017\ Kelly Landing t The Promenade\003 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\ C MU.dwg 1 NEW DUMPSTER LOCTION, IKE RCK, ND CLCULTIONS NP 10/03/17 DRWN DTE Florida Certificates of uthorization MY, 2017 HORIZ. SCLE (FULL): 1" = 20' HORIZ. SCLE (HLF): 1" = 40' DRWN: VERT. SCLE (FULL): VERT. SCLE (HLF): MSTER UTILITY PLN KELLY'S LNDING T THE PROMENDE FILE NME: 5 OF 11 MRK J. SUNYK, P.E. FLORID LICENSE NO C MU 62725

6 W-X W-X Feet 6.00 DEED (T DISCLIMER RE) SUMERGED LND LESE (TO MEN HIGH WTER T FCE OF SEWLL) Xref..\Design Files\Survey.dwg OUTDOOR R & DINING DISCLIMER RE 8.70 OUTDOOR R C RESTURNT W-X W-X W-X KITCHEN OUTDOOR DINING REMOVE EX. RILING ND MTCH EX. GRDE RMP TO SEE RCHITECTURL PLNS FOR SLOPE PLNTING RE - SEE L PLNS FOR PLNTER DIMENSIONS DEED ND EX. CONC. SIDEWLK RION CUR TYPE 'D' CUR TYPE 'D' CUR EX TYPE "F" CUR ND GUTTER 7.80 TYPE 'F' CUR W-X W-X W-X W-X W-X W-X W-X S VLLEY GUTTER TO TYPE 'F' CUR TRNSITION 9.84 DETECTLE WRNING MT (TYP) TMIMI TRIL (U.S. 41) (5TH VE. SOUTH) 2' VLLEY GUTTER SW-CUT ND MTCH EXISTING VLLEY GUTTER TO TYPE 'F' CUR TRNSITION DEED PRELIMINRY CONCRETE SEWLL (TO MEN HIGH WTER T FCE OF SEWLL) 2 STORM DISCHRGE THRU SEWLL W/ TIDEFLEX OR EQUEVILNT CK PREVENTER INV. ELEV. = -0.87' SEWLL POOL 228 LF 2 C % SLOPE HOTEL LOY LF 2 C % SLOPE PORTE COCHERE 8.00 CK OF HOUSE STR. #2 STR. #1 THROT INLET THROT INLET EOP ELEV. = 6.33 EOP ELEV. = 7.28 INV. N = TYPE 'D' CUR 8.00 RETIL 5.30 DEED ND 7.80 STORGE STORM FILTER (SEE SHEET 9) S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X W W 3.90 PORT O CLL WY W W S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X S-X W-X W-X W W W 20' ROW 36 LF 2 C % SLOPE UTILITY ESEMENT OVERLY S NEEDED TO PROVIDE POSITIVE DRINGE TO LLEY SW CUT EX PVEMENT 42 LF 2 C % SLOPE STR. #4 GRTE INLET GRTE ELEV. = 3.30 INV. W = SW CUT ND MTCH EX. PVEMENT EX. FIRE HYDRNT SSEMLY DEED ND October 26, :47 PMK:\2017\ Kelly Landing t The Promenade\003 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\ C MD.dwg 1 NEW DUMPSTER LOCTION, IKE RCK, ND CLCULTIONS NP 10/03/17 DRWN DTE Florida Certificates of uthorization MY, 2017 HORIZ. SCLE (FULL): 1" = 20' HORIZ. SCLE (HLF): 1" = 40' DRWN: VERT. SCLE (FULL): VERT. SCLE (HLF): MSTER GRDING & DRINGE PLN KELLY'S LNDING T THE PROMENDE FILE NME: 6 OF 11 MRK J. SUNYK, P.E. FLORID LICENSE NO C MD 62725

7 PORT O CLL WY PVEMENT MRKING ND SIGNING NOTES: 1. LL PVEMENT MRKINGS ND SIGNING SHLL E IN CCORDNCE WITH THE CURRENT CITY REQUIREMENTS, F.D.O.T. STNDRD SPECIFICTIONS FOR ROD ND RIDGE CONSTRUCTION ND F.D.O.T. RODWY ND TRFFIC DESIGN STNDRDS. 2. PVEMENT MRKINGS SHLL MTCH EXISTING T THE CONSTRUCTION. 3. NY EXISTING MRKINGS OR SIGNS WHICH CONFLICT WITH THOSE SHOWN ON THESE PLNS SHLL E REMOVED Feet 4. LL PVEMENT MRKINGS SHLL E PERMNENT REFLECTIVE TRFFIC PINT WITH GLSS EDS IN CCORDNCE WITH F.D.O.T. STNDRD SPECIFICTION SECTION 710, UNLESS OTHERWISE NOTED. STLL STRIPES SHLL E PERMNENT REFLECTIVE TRFFIC PINT ONLY. 5. STREET NME SIGNS SHLL E INSTLLED PER CITY REQUIREMENTS. 6. LUE RISED REFLECTIVE PVEMENT MRKERS SHLL E PLCED T FIRE HYDRNTS IN CCORDNCE WITH THE LOCL FIRE DISTRICT. 7. INSTLL WIDE CROSSWLK STRIPES T LL SIDEWLK CROSSINGS. 8. PVEMENT MRKINGS LOCTED WITHIN PVER RICK RES MY E CONSTRUCTED WITH CONTRSTING COLOR OF RICKS OR CONCRETE IN LIEU OF PINT. (TO MEN HIGH WTER T FCE OF SEWLL) STOP R1-1 STOP SIGN (T DISCLIMER RE) DEED ND ONLY KEEP RIGHT R3-5E R4-7 RIGHT TURN ONLY KEEP RIGHT STREET NME D3-1 STREET NME SIGN DEED KITCHEN R7-1 NO NY TIME OUTDOOR R & DINING OUTDOOR R C RESTURNT D MT (TYP.) TMIMI TRIL (U.S. 41) (5TH VE. SOUTH) SUMERGED LND LESE DISCLIMER RE 2 STOP R W/ CROSSWLK OUTDOOR DINING STOP SIGN (R1-1) ND STREET SIGN NME (DR-1) RIGHT TURN ONLY (R3-5R) PORTE COCHERE KEEP RIGHT (R4-7) DOULE YELLOW STRIPING (TO MEN HIGH WTER T FCE OF SEWLL) POOL HOTEL LOY 2 STOP R W/ CROSSWLK STOP SIGN (R1-1) ND STREET NME SIGN (DR-1) DEED CK OF HOUSE RETIL DEED ND STORGE DEED ND PRELIMINRY October 26, :47 PMK:\2017\ Kelly Landing t The Promenade\003 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\ C SS.dwg 1 NEW DUMPSTER LOCTION, IKE RCK, ND CLCULTIONS NP 10/03/17 DRWN DTE Florida Certificates of uthorization MY, 2017 HORIZ. SCLE (FULL): 1" = 20' HORIZ. SCLE (HLF): 1" = 40' DRWN: VERT. SCLE (FULL): VERT. SCLE (HLF): SIGNING ND STRIPING PLN KELLY'S LNDING T THE PROMENDE FILE NME: 7 OF 11 MRK J. SUNYK, P.E. FLORID LICENSE NO C SS 62725

8 20' SETCK 8' CROSSWLK 28' PVEMENT PORT O CLL WY (20' ROW) MTCH EXIST. STIRWELL 20' SETCK 8' SIDEWLK PORT O CLL WY (20' ROW) HOTEL UILDING LNDSCPE RE (VRIES) 10' SETCK 5' WLKWY TOP OF RETINING WLL 5.5' 0.9% 7.50' 2.0% 7.34' 3.1% 7.00' 1.3% 7.20' MTCH EXIST. EXISTING PVEMENT 2.0% 3.70' 2.0% 3.90' GRGE GRGE 2 DI. STORM PIPE SECTION - LONG PORT O CLL WY SCLE: 1" = 5' GRGE 2 DI. STORM PIPE SECTION - LONG PORT O CLL WY SCLE: 1" = 5' 2 DI. STORM PIPE SECTION C-C LONG SOUTH LINE SCLE: 1" = 5' 10' SETCK UILDING OVE 0' SETCK POOL DECK FFE (VRIES)=8.0' - 7.5' GRGE LNDSCPE RE TOP OF RETINING WLL 5.5' REPLCE EX. SEWLL (TOP = 4.8') GRGE OUTDOOR R ND DINING (DISCLIMER RE) 0' SETCK 42" RILING SUMERGED LND LESE RE SUMERGED LND LESE RE RMP TO ELEVTION VRIES REPLCE EX. SEWLL (TOP = 4.8') KITCHEN/RESTURNT REPLCE EX SEWLL (TOP = 4.8') OUTDOOR R ND DINING (DISCLIMER RE) TOP OF DECKING SUMERGED LND LESE RE PILES 2 DI. STORM PIPE SECTION D-D LONG SOUTH SE WLL UILDING OVE SCLE: 1" = 5' SECTION E-E LONG WEST SE WLL SCLE: 1" = 5' GRGE SECTION F-F LONG WEST SE WLL SCLE: 1" = 5' 0' SETCK GRGE CCESS TO VRIES RILING REPLCE EX. SEWLL (TOP = 4.8') SECTION G-G LONG WEST SE WLL SCLE: 1" = 5' SUMERGED LND LESE RE UILDING OVE OUTDOOR DINING LNDSCPE RE (VRIES) 42" GURDRIL 20' SETCK 42" GURDRIL 24' RMP TO GRGE (ELEV. VRIES) SECTION H-H LONG TMIMI TRIL SCLE: 1" = 5' 6' LNDSCPE RE TMIMI TRIL (U.S. 41/5TH VE. SOUTH) EXISTING RILING & RETINING WLL EXIST. SIDEWLK EXISTING PVEMENT G F F G E E D D H H C C TYPICL SECTIONS INDEX October 26, :47 PMK:\2017\ Kelly Landing t The Promenade\003 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\ C TS.dwg DRWN DTE Florida Certificates of uthorization MY, 2017 HORIZ. SCLE (FULL): HORIZ. SCLE (HLF): DRWN: VERT. SCLE (FULL): VERT. SCLE (HLF): TYPICL SECTIONS KELLY'S LNDING T THE PROMENDE FILE NME: 8 OF 11 MRK J. SUNYK, P.E. FLORID LICENSE NO C TS 62725

9 SPHLTIC PVEMENT LIMEROCK SE 2 #5 RS CONTINUOUS 3/ R. PVER RICKS (INSTLL PER MNUFCTURER'S SPECIFICTIONS) LIMEROCK SE STILIZED SUGRDE NOTE: CONCRETE TO E 4,000 P.S.I. WITH MXIMUM SLUMP OF 1 1/2" SND CUSHION 1" 2" 2" STKE THIS LINE INSIDE FCE OF INLET = CK OF CUR INLET ELEV. 4' 3" 3" SLOPE 2"/FT. VRIES # 4 ECH CORNER x - 8/8 W.W. MESH OR # 4 O.C., E.W. STORM SEWER MNHOLE COVER (R1-1) STOP SIGN (30" X 30") 4' - 12' (2' WHEN DJCENT TO SIDEWLK) STREET NME 2' (TYP.) VRIES 2' (TYP.) 2' VRIES (SEE NOTES) RMP LENGTH VRIES MX. SLOPE 12:1 CUR RMPS SHLL E CONSTRUCTED IN CONFORMNCE WITH THE CURRENT EDITION OF THE MERICNS WITH DISILITIES CT ND FDOT INDEX 304. DETECTLE WRNING MT SIDEWLK (VRIES 4' - 6') 2" R 3" R 2' 1'- 12' 3/ R TYPE "F" CUR 7 1/2" FINISHED PVEMENT CONCRETE RION & PVER RICK INTERFCE EDGE RESTRINT DETIL PVER RICKS (INSTLL PER MNUFCTURER'S SPECIFICTIONS) 1 1/2" SHRP SND LEVELING COURSE LIMEROCK SE, PRIMED ND COMPCTED TO 98% OF MX. DENSITY S DETERMINED Y SHTO T 180 O.C., ECH WY CONTRCTION JOINT 1 TYPE "D" CUR TPER CUR TO MTCH TOP OF INLET SECTION - 4-1/2" 5" POURED CONCRETE SUMP REQUIRED WHEN PRECST OTTOMS RE USED 0.56' 3' INLET EL. = E.O.P. EL ' E.O.P. EL. = INLET EL ' INLET EL. E.O.P. EL. 3" TYPE "D" CUR CONTRCTION JOINT STOP SIGN TYPICL HEIGHT & LTERL LOCTION 7' SPHLTIC PVEMENT 1' 2' SECTION - 1.5" 7.5" PLN SPHLTIC PVEMENT VRIES (SEE NOTES) SECTION - VLLEY GUTTER CONFIGURTION T HNDICPPED RMP LOCTIONS 7.5" 1.5' 1.5" 2% MX. SIDEWLK 0.25" 6.25" 7.5" 3/ R. 2" R (TYP.) 2'-0" VLLEY GUTTER 1.5" 1 2" EXPNSION JOINT & PERFORMED JOINT FILLER STILIZED SUGRDE ( LR 40) 3" 3" TYPICL PVER RICK RODWY SECTION USF GRTE # 4170 GRTE STYLE CUR NOTES: TYPE "D" CUR CONCRETE SHLL HVE COMPRESSIVE STRENGHT OF 3000 P.S.I. IN 28 DYS UNLESS OTHERWISE NOTED. 1 1/2" SPHLTIC CONCRETE (TYPE S-III) LIMEROCK SE PLCE ON UNDISTURED OR THOROUGHLY COMPCTED SND SECTION - 4'- VRIES 35" FRME SQURE 30" GRTE SQURE WHEN USED ON THE HIGH SIDE OF THE RODWYS, THE CROSS SLOPE OF THE GUTTER SHLL MTCH THE CROSS SLOPE OF THE DJCENT PVEMENT. THE THICKNESS OF THE FCE WILL E LESS. CONTRCTION JOINTS FOR CURS ND GUTTERS, ND VLLEY GUTTERS SHLL E CONSTRUCTED WITH CONTRCTION JOINTS T INTERVLS OF 10 FEET EXCEPT WHERE SHORTER INTERVLS RE REQUIRED FOR CLOSURES, UT NO JOINT SHLL E CONSTRUCTED T INTERVLS OF LESS THN 4 FEET. SIDEWLKS ND CONCRETE MEDINS SHLL E CONSTRUCTED WITH CONTRCTION JOINTS T INTERVLS EQUL TO THE WIDTH OF THE WLK OR MEDIN RESPECTIVELY UNLESS OTHERWISE NOTED ON PLNS. CONTRCTION JOINTS MY E OF THE OPEN TYPE OR SWED. CONSTRUCTION PROCEDURES OF CONTRCTION JOINTS SHLL CONFORM TO THE SPECIFICTIONS SET FORTH IN THE "FDOTSPEC." 1. THE LIMEROCK SE SHLL E COMPCTED TO 98% OF THE MXIMUM DENSITY, IN CCORDNCE WITH SHTO T-180 ND THE ENGINEERS TECHNICL SPECIFICTIONS. 2. THE STILIZED SUGRDE SHLL E COMPCTED TO 98% OF THE MXIMUM DENSITY, PER SHTO T THE PROPOSED FILL SHLL E COMPCTED IN LIFTS TO 98% OF THE MXIMUM DENSITY IN CCORDNCE WITH SHTO T-180 ND THE ENGINEERS TECHNICL SPECIFICTIONS NOTES: STILZED SUGRDE COMPCTION NOTES: TYPICL PVEMENT SECTION (PORT O CLL WY) VRIES (SEE PLN) ROOM FINISH SLOPE: 1/ = 1' CONCRETE SHLL HVE COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DYS. REINFORCING SHLL E FIER MESH IN CONCRETE MIX. SUGRDE SHLL E SUITLE MTERIL COMPCTED TO FIRM EVEN SURFCE, TRUE TO GRDE ND CROSS-SECTION, ND E MOIST WHEN CONCRETE IS PLCED. SIDEWLK SHLL HVE CONTRCTION JOINTS T 5' INTERVLS. SIDEWLK ND CONCRETE MEDINS SHLL E CONSTRUCTED WITH EXPNSION JOINTS T POINTS OF WLK OR MEDIN TERMINTION GINST N UNYIELDING SURFCE T THE INTERVLS NOT TO EXCEED 120'. TYPICL SIDEWLK DETIL NTS 1/2" R (TYP.) COMPCTED FILL CONTRCTION JOINT #5 RS DIG. (S SHOWN) 2 1" O.C. FOR CURVED CUR SECTIONS FRONT FCE OF OX TO E POURED RDIL TO CUR 23-3/ DI. M.H. COVER U.S. FOUNDRY COVER RING 1260 LC #5 2" O.C. FRONT SIDE OF INLET TOP (DIM. C) STNDRD THROT INLET DETIL W/TYPE "D" CUR #5 O.C. (ECH WY) TYPE "D" CUR (TYP.) SINK CONSTRUCTION CONTRCTION JOINT WHEN INLET FUNCTIONS S SINK THE VLLEY GUTTER LINE SHLL LOWER ONE INCH (1') PER THREE FEET (3') ND TRNSITION S SHOWN ON THE RIGHT OF SECTION - ND PLN VIEW. (STRUCTURE & VLLEY GUTTER RE SYMMETRICL OUT STRUCTURE CENTER LINE.) PRELIMINRY GRTE ELEVTION (SEE PLN) VRIES TYP RCP NOTE: TYP TYP PLN VRIES (SEE PLN) 3,000 PSI CONCRETE FTER 28 DYS SUMP OTTOM SHLL E USED T THE DOWN-STREM INLET OF ECH PIPE SYSTEM SERVING PVED RE. SECTION - # 5 O.C. ECH WY GRTE INLET DETIL DJUSTMENT RICK W/MORTR (2 RISERS MINIMUM) 2-# 5 RS CONTINUOUS # 5 O.C. # 5 O.C. ECH WY RCP NOTE TOP OF OUT RCP SHLL E NO LESS THN 30" ELOW CONTROL ELEVTION LL REINFORCING STEEL S SHOWN SHLL HVE 2" COVER. 2' 11" 9" 15" P.C. OR P.T. P.C. OR P.T. 4. 5'-0" TYPE "F" CUR & GUTTER EXPNSION JOINTS FOR CURS, CUR ND GUTTERS, ND VLLEY GUTTERS SHLL E CONSTRUCTED WITH EXPNSION JOINTS T LL INLETS, LL RDIUS POINTS, LL POINTS WHERE OPERTIONS CESE FOR NY CONSIDERLE TIME T INTERVLS OF NOT MORE THN 500 FEET. WLKS ND CONCRETE MEDINS SHLL E CONSTRUCTED WITH EXPNSION JOINTS T POINTS OF WLK OR MEDIN TERMINTION GINST N UNYIELDING SURFCE ND T INTERVLS NOT TO EXCEED 120 FEET. EXPNSION JOINTS SHLL E CONSTRUCTED WITH "PVC" SLIPS ENCSING THE REINFORCING RS. EXPNSION JOINT MTERIL SHLL E 1/2 INCH ITUMINOUS IMPREGNTED EXPNSION JOINT MTERIL WHICH MEETS THE REQUIREMENTS OF "FDOTSPEC, " EXPNSION JOINTS ETWEEN THE SIDEWLK ND THE CUR OR DRIVEWY OR T FIXED OJECTS ND SIDEWLK INTERSECTIONS SHLL E 1/2 INCH JOINTS, FORMED WITH PREFORMED JOINT FILLER MEETING THE REQUIREMENTS SPECIFIED IN "FDOTSPEC, " PROFILE 5'-0" TRNSITION PVEMENT EDGE PLN VLLEY GUTTER TRNSITION DETILS T TURN-OUT VLLEY GUTTER TO TYPE "F" CUR & GUTTER 2" May 8, :08 PMK:\2017\ Kelly Landing t The Promenade\003 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\ C PGD.dwg DRWN DTE Florida Certificates of uthorization MY, 2017 HORIZ. SCLE (FULL): HORIZ. SCLE (HLF): DRWN: VERT. SCLE (FULL): VERT. SCLE (HLF): PVING & GRDING DETILS KELLY'S LNDING T THE PROMENDE FILE NME: 9 OF 11 MRK J. SUNYK, P.E. FLORID LICENSE NO C PGD 62725

10 GPM 3.30' NVD C900 PVC NVD C900 PVC 2 PRELIMINRY June 30, :46 PM K:\2017\ Kelly Landing t The Promenade\003 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\ C UD.dwg 1 NEW DUMPSTER LOCTION, IKE RCK, ND CLCULTIONS NP 10/03/17 DRWN DTE Florida Certificates of uthorization MY, 2017 SEC: 3 TWP: 50S RGE: 25E DRWN: VERT. SCLE (FULL): HORIZ. SCLE (HLF): VERT. SCLE (HLF): HORIZ. SCLE (FULL): UTILITY DETILS KELLY'S LNDING T THE PROMENDE FILE NME: C UD 10 OF 11 MRK J. SUNYK, P.E. FLORID LICENSE NO

11 1. EXCVTE THE TRENCH 2. PLCE ND STKE SYNTHETIC SOCKS 1. SET THE STKES 6' WOODEN STKE 2. EXCVTE x TRENCH UPSLOPE LONG THE LINE OF STKES. WOODEN STKE 3' MINIMUM GRTE INLET 4. CKFILL ND COMPCT THE EXCVTED SOIL. SOCK WIDTH CONSTRUCTION NOTES: 1. SYNTHETIC FILTER SOCK SHLL E PHOTODEGRDLE OF IODEGRDLE MESH NETTING MTERIL PROVIDING MINIMUM OF 9 MONTHS EXPECTED USLE LIFE T TEMPERTURE RNGE OF 0 F TO 120 F. 2. THE MEDI WITHIN THE FILTER SOCK SHLL CONTIN COMPOSTED MTERIL SUITLE FOR REMOVING SOLIDS ND SOLULE POLLUTNTS FROM STORMWTER RUNOFF. 3. SOCKS RE VILLE IN 9-INCH, 12-INCH, 18-INCH, ND 24-INCH DIMETERS FOR VRIETY OF PPLICTIONS ND MY E STCKED FOR INCRESED STORGE CPCITY. 4. POSTS FOR THE FILTER SOCK SHLL E 2 X 2 INCHES WOOD (PREFERRED), OR EQUIVLENT METL WITH MXIMUM HEIGHT OF 3 FEET. 5. POSTS SHLL E SPCED MXIMUM OF 10 FEET PRT T THE RRIER LOCTION ND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 8 INCHES IN CLY SOILS OR 12 INCHES FOR SND SOILS. FOR USE ON PVEMENT, HEVY CONCRETE LOCKS SHLL E USED EHIND THE FILTER SOCKS FOR STILIZTION. 6. MINIMUM OF 1 FOOT OVERLP IS REQUIRED WHEN JOINING TWO FILTER SOCKS TOGETHER. TWO STKES MUST E DRIVEN THROUGH OTH DJOINING ENDS. 7. FILTER SOCKS SHLL E REMOVED OR CUT OPEN WHEN THEY HVE SERVED THEIR USEFUL PURPOSE, UT NOT EFORE THE UPSLOPE RE IS PERMNENTLY STILIZED. CONSTRUCTION OF SYNTHETIC SOCK RRIER SOURCE: FLORID STORMWTER EROSION ND SEDIMENTTION CONTROL INSPECTOR'S MNUL Y FDEP 3. STPLE FILTER MTERIL TO STKES ND EXTEND IT INTO THE TRENCH. PLN FRIC FILTER RRIER PLTE 1.06a EXISTING GROUND STKE & FILTER FRIC URIL DETIL 4. CKFILL ND COMPCT THE EXCVTED SOIL. CONSTRUCTION OF FILTER RRIER SOURCE: INSTLLTION OF STRW ND FRIC FILTER RRIERS FOR SEDIMENT CONTROL, SHERWOOD and WYNT 6' FRIC FILTER RRIER SURFCE RUN-OFF GENERL NOTES: WIRE REINFORCED STKED & TRENCHED SILT FENCE (TYPICL) SURFCE RUN-OFF 10' MXIMUM SPCING WITH WIRE SUPPORT FENCE LONG. 6' MXIMUM SPCING WITHOUT WIRE SUPPORT FENCE LONG. DOULE ROW STKED SILT FENCE PRIOR TO COMMENCEMENT OF CONSTRUCTION CTIVITY PPROPRITE EROSION CONTROL DEVICES SHLL E INSTLLED TO CONTROL ND REDUCE SOIL EROSION ND SEDIMENT TRNSPORT TO OFF-SITE RES. THE CONTRCTOR SHLL MINTIN THESE DEVICES THROUGHOUT THE DURTION OF CONSTRUCTION. LL DEVICES SHLL REMIN IN PLCE UNTIL THE SURROUNDING RES RE ESTLISHED. THE FOLLOWING MINIMUM REQUIREMENTS RE RECOMMENDED: (REFERENCE FLORID DEVELOPMENT MNUL, FDER, PPS TO 6-500). THESE EST MNGEMENT PRCTICES (MP) RE TYPICL OF REQUIREMENTS FOR SOIL EROSION CONTROL PER LOCL REQUIREMENTS. THEY MY NOT CONSTITUTE COMPLETE REQUIREMENTS FOR COMPLINCE WITH REGULTORY GENCIES ND SPECIFIC PERMIT CONDITIONS. ) MP 1.01 TEMPORRY GRVEL CONSTRUCTION ENTRNCE ) MP 1.05 SYNTHETIC SOCK RRIER C) MP 1.06 SILT FENCE D) MP 1.08 STORM INLET DRIN PROTECTION EXISTING GROUND 3' COMPCTED SOIL TO PREVENT PIPING RUN-OFF WTER WITH SEDIMENT SPECIFIC PPLICTION WOODEN STKE SYNTHETIC SOCKS STKED WITH STKES PLCED MXIMUM 10' PRT STKED SYNTHETIC SOCK FILTERED WTER THIS METHOD OF INLET PROTECTION IS PPLICLE WHERE THE INLET DRINS RELTIVELY FLT RE (SLOPES NO GRETER THN 5 PERCENT) WHERE SHEET OR OVERLND S (NOT EXCEEDING 0.5 CFS) RE TYPICL. THE METHOD SHLL NOT PPLY TO INLETS RECEIVING CONCENTRTED S, SUCH S IN STREET OR HIGHWY MEDINS. SYNTHETIC SOCK DROP INLET SEDIMENT FILTER GRTE INLET SIGN MESURING T THREE FEET Y FOUR FEET WHICH REDS "CUTION: MNTEE RE" SHLL E POSTED IN LOCTION PROMINENTLY VISILE TO WTER RELTED CONSTRUCTION CREWS. SECOND SIGN SHLL E POSTED IF VESSELS RE SSOCITED WITH THE CONSTRUCTION ND SHLL E PLCED VISILE TO THE VESSEL OPERTOR. THE SECOND SIGN SHLL E 8.5" X 11" ND RED: CUTION: MNTEE HITT. IDLE SPEED IS REQUIRED IF OPERTING VESSEL IN CONSTRUCTION RE. LL EQUIPMENT MUST E SHUTDOWN IF MNTEE COMES WITHIN 50 FEET OF THE OPERTION. NY COLLISION WITH ND/OR INJURY TO MNTEE SHLL E REPORTED IMMEDITELY TO THE FWC HOTLINE T FWCC ( ). THE U.S. FISH ND WILDLIFE SERVICE SHOULD LSO E CONTCTED IN JCKSONVILLE ( ) FOR NORTH FLORID OR IN VERO ECH ( ) FOR SOUTH FLORID. SPECIFIC INFORMTION OUT OTINING THESE SIGNS MY E OTINED Y CONTCTING THE DEPRTMENT OR FWC T (850) MNTEE PROTECTION DETILS POINTS SHOULD E HIGHER THN POINT POINTS SHOULD E HIGHER THN POINT May 8, :09 PMK:\2017\ Kelly Landing t The Promenade\003 Civil Engineering Design, Construction Plans & TS\Current Plans\Sheet Files\ C EC.dwg 4' SOD DROP INLET PROTECTION SOCK TIES ' SLOPE 6' 2 SEDIMENT FENCE DETIL SEDIMENTTION / EROSION CONTROL DETIL NOTE: PROFILE NCHORING SOCKS ELEVTION PROPER PLCEMENT OF SYNTHETIC SOCK RRIER IN DRINGE WY 4- WIDE STRIPS OF TLL FESCUE SOD ON ECH SIDE OF THE DROP INLET. SINGLE ROW OF SYNTHETIC SOCKS TO E PLCED PRIOR TO THE STRT OF ROUGH GRDING SECURELY OUND SOCKS REQUIRED FOR DURILITY FTER THE CONTRIUTING DRINGE RE HS EEN PERMNENETLY STILIZED, THE LOCK ND GRVEL STRUCTURE WILL E REMOVED ND PERMNENT SOD LID ROUND THE DROP INLET. 2" x 2" STKES INTO GROUND (TYPICL FOR LL GRTE INLETS) COMPCTED FILL OVER TOE OF FRIC URIED DEEP GRTE INLET SYNTHETIC SOCK STKED DOWN TEMPORRY SYNTHETIC SOCK SEDIMENT RRIER PLN SHEET (TYPICL) DRWN MP 1.06 SILT FENCE NOTES: TEMPORRY GRVEL CONSTRUCTION ENTRNCE DTE ELEVTION PROPER PLCEMENT OF FILTER RRIER IN DRINGE WY 2" SP-12.5 STRUCTURL COURSE SPHLTIC CONCRETE EXISTING PVED RODWY THE ENTRNCE 1. SHLL E MINTINED IN CONDITION THT WILL PREVENT TRCKING OR ING OF SEDIMENT ONTO PULIC RIGHT-OF-WY. THIS MY REQUIRE TOP DRESSING, REPIR ND/OR CLEN OUT OF NY MESURES USED TO TRP SEDIMENT. SOURCE: Va SWCC PLTE 1.01a PULIC ROW PVED PULIC ROD LIMEROCK SE 2" SP-12.5 STRUCTURL COURSE SPHLTIC CONCRETE FILTER FRIC F.D.O.T. # 1 CORSE GGREGTE FILTER FRIC UNDERLYMENT (FULL UNDERCOVER) PLTE 1.06b F.D.O.T. # 1 CORSE GGREGTE 30' R. (TYP.) 2 % OR GRETER 50' MINIMUM 2 % SLOPE OR GRETER MP 1.01 TEMPORRY GRVEL CONSTRUCTION ENTRNCE SOURCE: VIRGINI DIVISION OF SOIL ND WTER CONSERVTION WTER SUPPLY TO WSH WHEELS IF NECESSRY MP 1.01 TEMPORRY GRVEL CONSTRUCTION ENTRNCE Florida Certificates of uthorization DIVERSION RIDGE REQUIRED WHERE GRDE EXCEEDS 2 % OR GRETER 12' MINIMUM WIDTH S REQUIRED WHEN NECESSRY, WHEELS SHLL E CLENED PRIOR TO ENTRNCE ONTO PULIC RIGHT-OF-WY. WHEN WSHING IS REQUIRED, IT SHLL E DONE ON N RE STILIZED WITH CRUSHED STONE THT DRINS INTO N PPROVED SEDIMENT TRP OR SEDIMENT SIN. SEC: MY, 2017 TWP: RGE: HORIZ. SCLE (FULL): 1" = 60' HORIZ. SCLE (HLF): 1" = 120' DRWN: VERT. SCLE (FULL): VERT. SCLE (HLF): "CUTION MNTEE RE" SIGNS TURIDITY RRIER SILT FENCE & TURIDITY RRIER LOCTION SCLE: 1" = 50' EROSION CONTROL PLN & DETILS TMIMI TRIL (US 41) (5TH VENUE SOUTH) KELLY'S LNDING T THE PROMENDE FILE NME: SINGLE ROW SILT FENCE SHLL E ERECTED S SHOWN EFORE COMMENCEMENT ND UNTIL END OF CONSTRUCTION. RIVER POINT DR. PRELIMINRY 11 OF 11 MRK J. SUNYK, P.E. FLORID LICENSE NO C EC PORT O CLL WY