"SITE DEVELOPMENT PLANS" FOR ESPLANADE GOLF AND COUNTRY CLUB OF NAPLES

Transcription

1 "" FOR COACH HOMES ON, A CONDOMNUM PART OF SECTON, TOWNSHP 8 SOUTH, RANGE 6 EAST COLLER COUNTY, FLORDA CVL & 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com NORTH LVNGSTON ROAD NTERSTATE 7 BONTA BEACH ROAD LEE COUNTY COLLER COUNTY VANRBLT BEACH ROAD NO SCALE PROJECT LOCATON MMOKALEE ROAD PROJECT LOCATON MAP COLLER COVER SHEET AERAL MAP ZONNG DATA SHEET & MASTER STE PLAN MASTER UTLTY PLAN MASTER PAVNG & DRANAGE PLAN MASTER GRADNG PLAN PLAN AND PROFLE: (STA. + TO END) CROSS SECTONS GENERAL UTLTY TALS COLLER COUNTY WATER TALS COLLER COUNTY SEWER TALS PAVNG AND DRANAGE TALS STORMWATER POLLUTON PREVENTON PLAN AND EROSON CONTROL TALS PROPERTY NFORMATON FOLO # ORDNANCE # ZONNG GOLF AND COUNTRY CLUB OF NAPLES RPUD SHEET NX PROPERTY SCRPTON LEGAL SCRPTON BULDNG PARAMETERS BULDNG USE MULT-FAMLY BULDNG # -8 BULDNG QUANTTY 6 TOTAL DWELLNG S 8 BULDNG AREA (FBC)*,8 SF TYPE OF CONSTRUCTON ( FBC) V-B OCCUPANCY/USE ( FBC) R FRE SPRNKLER NTENTON YES *FRE AREA BENG A PORTON OF TRACT F,, ACCORDNG TO THE PLAT THEREOF. RECORD N PLAT BOOK, PAGES THROUGH 6 (NCLUSVE) OF THE PUBLC RECORDS OF COLLER COUNTY, FLORDA, BENG MORE PARTCULARLY SCRBED AS FOLLOWS: COMMENCE AT THE NORTHWESTERLY CORNER OF LOT 99, BLOCKS "D", "F" AND "H", ACCORDNG TO THE PLAT THEREOF, RECORD N PLAT BOOK 9. PAGES THROUGH (NCLUSVE) OF THE PUBLC RECORDS OF COLLER COUNTY, FLORDA; THENCE SOUTH 68 8'" WEST, A DSTANCE OF 8.8 FEET TO A PONT ON A NON-TANGENTAL CURVE, SAD PONT BENG AN NTERSECTON WTH THE WESTERLY BOUNDARY OF TRACT "L",, ACCORDNG TO THE PLAT THEREOF. RECORD N PLAT BOOK, PAGES THROUGH 6 (NCLUSVE) OF THE PUBLC RECORDS OF COLLER COUNTY, FLORDA, AND THE PONT OF BEGNNNG;THENCE ALONG SAD WESTERLY BOUNDARY OF TRACT "L" THE FOLLOWNG SEVEN (6) COURSES; COURSE ONE: SOUTHEASTERLY, 9.9 FEET ALONG THE ARC OF A CRCULAR CURVE, CONCAVE NORTHEASTERLY, HAVNG A RADUS OF,9.6 FEET, THROUGH A CENTRAL ANGLE OF '" AND BENG SUBTEND BY A CHORD THAT BEARS SOUTH 9'" EAST, A DSTANCE OF 9.7 FEET TO A PONT ON A NON-TANGENTAL CURVE; COURSE TWO: SOUTHERLY, 69. FEET ALONG THE ARC OF A CRCULAR CURVE, CONCAVE WESTERLY, HAVNG A RADUS OF 67. FEET, THROUGH A CENTRAL ANGLE OF 9'" AND BENG SUBTEND BY A CHORD THAT BEARS SOUTH '7" WEST, A DSTANCE OF 6. FEET TO A PONT OF COMPOUND CURVATURE; COURSE THREE: WESTERLY, 9.8 FEET ALONG THE ARC OF A CRCULAR CURVE, CONCAVE NORTHERLY, HAVNG A RADUS OF. FEET, THROUGH A CENTRAL ANGLE OF 87 ' AND BENG SUBTEND BY A CHORD THAT BEARS SOUTH 7 ' WEST, A DSTANCE OF 7.96 FEET; COURSE FOUR: NORTH 6 '" WEST, A DSTANCE OF FEET TO A PONT OF CURVATURE; COURSE FVE: WESTERLY, 69.9 FEET ALONG THE ARC OF A CRCULAR CURVE, CONCAVE SOUTHERLY, HAVNG A RADUS OF. FEET, THROUGH A CENTRAL ANGLE OF 89 '" AND BENG SUBTEND BY A CHORD THAT BEARS SOUTH 7 '7" WEST, A DSTANCE OF 6. FEET; COURSE SX: SOUTH 8 '" WEST, A DSTANCE OF.7 FEET; THENCE NORTH 6 8'" WEST, A DSTANCE OF 66.6 FEET TO A PONT ON A NON-TANGENTAL CURVE; THENCE NORTHEASTERLY,.9 FEET ALONG THE ARC OF A CRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVNG A RADUS OF 7. FEET, THROUGH A CENTRAL ANGLE OF 6' AND BENG SUBTEND BY A CHORD THAT BEARS NORTH 9'" EAST, A DSTANCE OF.9 FEET; THENCE NORTH 8 6'" WEST, A DSTANCE OF 9.9 FEET TO A PONT ON A NON-TANGENTAL CURVE; THENCE NORTHEASTERLY,.78 FEET ALONG THE ARC OF A CRCULAR CURVE, CONCAVE SOUTHEASTERLY, HAVNG A RADUS OF 69. FEET, THROUGH A CENTRAL ANGLE OF '" AND BENG SUBTEND BY A CHORD THAT BEARS NORTH 8'" EAST, A DSTANCE OF.77 FEET TO A PONT OF REVERSE CURVATURE; THENCE NORTHERLY, 9.6 FEET ALONG THE ARC OF A CRCULAR CURVE, CONCAVE WESTERLY, HAVNG A RADUS OF. FEET, THROUGH A CENTRAL ANGLE OF 6 '" AND BENG SUBTEND BY A CHORD THAT BEARS NORTH 7 '" EAST, A DSTANCE OF.67 FEET ; THENCE NORTH ' WEST, A DSTANCE OF.77 FEET; THENCE NORTH 69 6' EAST, A DSTANCE OF 6.8 FEET TO A PONT ON A NON-TANGENTAL CURVE; THENCE NORTHERLY, 7.9 FEET ALONG THE ARC OF A CRCULAR CURVE, CONCAVE EASTERLY, HAVNG A RADUS OF,. FEET, THROUGH A CENTRAL ANGLE OF 9'" AND BENG SUBTEND BY A CHORD THAT BEARS NORTH '" WEST, A DSTANCE OF 7.9 FEET; THENCE NORTH 69 7'7" EAST, A DSTANCE OF 8. FEET TO THE PONT OF BEGNNNG. PARCEL CONTANS. ACRES OR 9,6 SQUARE FEET, MORE OR LESS. NORTH MMOKALEE ROAD SORRENO COURT TORRE VSTA LN PROJECT STE MAP NO SCALE BLVD TERRESNA DRVE TRVOL TER PROJECT STE SWALKS SWALKS TO BE COMPLETED WTH HOMES. COVER SHEET FNAL LFT OF PAVEMENT B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Current Plans\767.dwg /9/8 9:8:6 AM VELOPED BY: NORTH CATTLEMEN ROAD - SUTE SARASOTA, FLORDA PHONE: (9) 7-8 FNAL LFT OF PAVEMENT NOT N PLACE. CONTRACTOR BACKFLL METHODOLOGY REV RECORD DRAWNGS PHASE - - TYPE PADS/STE UTLTY ELECTRONC SGNATURE TEXT STATE OF FLORDA PROFESSONAL ENGNEER, LCENSE NO. 66. THS TEM HAS BEEN ELECTRONCALLY SGNED AND SEALED BY JEREMY H. ARNOLD, PE ON /9/8 USNG A DGTAL SGNATURE. PRNTED COPES OF THS DOCUMENT ARE NOT CONSRED SGNED AND SEALED AND THE SGNATURE MUST BE VERFED ON ANY ELECTRONC COPES. DATE /6/7 //7 //7 REVSED PER COUNTY COMMENTS 7/9/7 NAP # - REVSED PER CLENT COMMENTS 7/6/7 REVSED PER COUNTY COMMENTS //7 RECORD DRAWNGS /6/7 RECORD DRAWNGS NOT TO SCALE FL LCENSE NO

2 GALLANO TERRACE LAKE #8-9 LVORNO COURT FUTURE VELOPMENT PARCEL J LAKE #/ LAKE #/ PROJECT BOUNDARY 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com GOLF COURSE CVL & AERAL MAP LAKE #/ LAKE #7 LAKE #8-9 POCDA COURT CLEARNG NOTES:. SCALE N FEET. PROR TO THE COMMENCEMENT OF CONSTRUCTON, ALL NATVE VEGETATON TO BE RETANED SHALL BE NTFED. THE CONTRACTOR SHALL NSTALL ENVROFENCE (OR EQUAL) BEYOND THE DRP LNES OF THE PRESERVED VEGETATON AND ALONG THE LMTS OF CLEARNG. THS FENCE SHALL REMAN ERECTED AND MANTANED THROUGH THE DURATON OF THE CONSTRUCTON ACTVTES.. THE PROJECT AREA HAS BEEN CLEARED UNR SDP# PL.. AERAL: COLLER COUNTY RURAL (7) LAKE # EXOTC VEGETATON AS FNED BY COLLER COUNTY LAND VELOPMENT CO SHALL BE ERADCATED FROM THE STE AND SUBSEQUENT ANNUAL EXOTC ERADCATON (N PERPETUTY) SHALL BE THE RESPONSBLTY OF THE PROPERTY OWNER. NAP # - REVSED PER CLENT COMMENTS LAKE # 7/9/7 TERRESNA DRVE REVSED PER COUNTY COMMENTS B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Current Plans\767.dwg /9/8 9::7 AM //7 FL LCENSE NO

3 .98'.' BULDNG #8.89'..9' 6.9' LAKE #8/9 BULDNG #7 9.' 9.7' BULDNG #6.'.' CVL & 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com 7.' 7.7'.'.'.' FUTURE VELOPMENT.'.'.'.7' BULDNG #.6' 8.' 9.' 6.'.8'.' BULDNG # 7.' LAKE #/.'.' AE / CUE.7'.'.' PVMT 8.' 9.'.' BULDNG # 8.'.' 8.88'.'.99'.' GOLF CART PATH ZONNG DATA SHEET & MASTER STE PLAN GOLF COURSE B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Current Plans\767.dwg /9/8 9:: AM.' PROPOSED BULDNG.' (MN).' PVMT TYPCAL BULDNG TAL SCALE: " = '.'.'.' EDGE OF WATER.'.' ROW LANDSCAPE BUFFER EASEMENT (.' MN) (BULDNGS #, #, #) PROJECT AREAS MN. FNSHED FLOOR ELEVATON (FT-NAVD) =. LAND USE SUMMARY SCRPTON VELOPMENT PARCEL: A. BULDNG / ROOF PAVEMENT OPEN SPACE ADDRESSNG ACREAGE TYPE OF USE GENERAL NOTES. ELEVATONS ARE BASED ON NORTH AMERCAN VERTCAL DATUM (NAVD-988).. CONTRACTOR SHALL CONTACT THE RESPECTVE UTLTES TO LOCATE THER FACLTES PROR TO COMMENCEMENT OF CONSTRUCTON.. CONTRACTOR SHALL VERFY ALL DMENSONS AND ELEVATONS PROR TO COMMENCEMENT OF CONSTRUCTON. ANY VATON N PLAN NFORMATON SHALL BE REPORTED TO ENGNEER MMEDATELY.. CONTRACTOR S RESPONSBLE FOR MPLEMENTNG AND ADHERNG TO A NATONAL POLLUTANT DSCHARGE ELMNATON SYSTEM (NPS) GENERAL PERMT FROM THE FLORDA PARTMENT OF ENVRONMENTAL PROTECTON (FP). CONTRACTOR SHALL CREATE, MPLEMENT AND MANTAN A STORM WATER POLLUTON PREVENTON PLAN AS REQURED BY THE NPS GENERAL PERMT.. THE REVEW AND APPROVAL OF THESE MPROVEMENT PLANS DOES NOT AUTHORZE THE CONSTRUCTON OF REQURED MPROVEMENTS THAT ARE NCONSSTENT WTH EASEMENTS OF RECORD. 6. THE CONTRACTOR SHALL PREPARE AN AS-BULT PLAN SET PER COLLER COUNTY STANDARDS, NDCATNG ANY DFFERENCES FROM THE ACTUAL CONSTRUCTED MPROVEMENTS AND THE ORGNAL CONSTRUCTON PLANS. 7. ALL MATERALS AND CONSTRUCTON METHODS USED FOR WATER, SEWER AND DRANAGE FACLTES SHALL CONFORM TO THE APPROVED TECHNCAL SPECFCATONS. 8. THE PROPERTY OWNER S RESPONSBLE FOR REPLACEMENT OF ALL AD LANDSCAPE MATERAL AND FOR THE MANTENANCE OF THE REQURED RRGATON SYSTEM. 9. ALL UNRGROUND UTLTES LOCATED BENEATH THE STABLZED PORTON OF THE ROAD BED SHALL BE NSTALLED PROR TO COMPACTON OF THE SUB-GRA.. THE CONTRACTOR SHALL RETAN ON THE WORK STE AT ALL TMES COPES OF ALL PERMTS REQURED FOR CONSTRUCTON.. SOLD WASTE DSPOSAL TO BE PROVD VA CURBS PCKUP.. SWALK SHALL BE CONSTRUCTED OF CONCRETE, ASPHALT OR PAVERS AT THE DSCRETON OF THE VELOPER. MULT-FAMLY DWELLNGS (+ BEDROOMS) PARKNG CALCULATONS REQURED RATO PER ( RESNT + GUEST) TOTAL REQURED TOTAL PROVD S SPACES REQURED PARKNG CALCULATON BASED ON CARPORT PARKNG SPACE AND DRVWAY PARKNG SPACE PER. HANDCAPPED PARKNG SPACE REQURED AND PROVD 96 VELOPMENT STANDARD NOTES: FRONT YARDS FOR ALL USES SHALL BE MEASURED AS FOLLOWS: F THE PARCEL S SERVED BY A PUBLC ROAD RGHT-OF-WAY, SETBACK S MEASURED FROM THE ADJACENT RGHT-OF-WAY LNE. F THE PARCEL S SERVED BY A PRVATE ROAD, SETBACK S MEASURED FROM THE BACK OF CURB (F CURBED) OR EDGE OF PAVEMENT (F NOT CURBED). * - REAR YARDS FOR PRNCPAL AND ACCESSORY STRUCTURES ON LOTS AND TRACTS WHCH ABUT LAKES AND OPEN SPACES. SETBACKS FROM LAKES FOR ALL PRNCPAL AND ACCESSORY USES MAY BE FEET PROVD ARCHTECTURAL BANK TREATMENT S NCORPORATED NTO SGN AND SUBJECT TO WRTTEN APPROVAL FROM THE COLLER COUNTY REVEW SECTON. * - SNGLE-FAMLY DWELLNGS, AS FNED N THE LDC, WHCH PROV FOR TWO PARKNG SPACES WTHN AN ENCLOSED GARAGE AND PROV FOR GUEST PARKNG OTHER THAN N PRVATE DRVEWAYS MAY REDUCE THE FRONT YARD REQUREMENT TO FEET FOR A S ENTRY GARAGE. MULT-FAMLY DWELLNGS, AS FNED N THE LDC, WHCH PROV FOR TWO PARKNG SPACES WTHN AN ENCLOSED GARAGE AND PROV FOR GUEST PARKNG MAY REDUCE THE FRONT YARD TO FEET. THS REDUCTON SHALL NOT RESULT N AN APPROVAL TO MPE OR BLOCK THE SWALK. FRONT LOAD GARAGES SHALL BE A MNMUM OF FEET FROM THE EDGE OF SWALK. * - BULDNG DSTANCE MAY BE REDUCED AT GARAGES TO HALF THE SUM OF THE HEGHT OF THE GARAGES. *9 - NCLUSVE OF UNR BULDNG PARKNG. * BULDNGS SHALL NOT EXCEED THREE STORES WTHN, FEET OF MMOKALEE ROAD. * - MAXMUM LENGTH OF BULDNGS SHALL NOT EXCEED LNEAR FEET. BH = BULDNG HEGHT SPS = SAME AS PRNCPAL STRUCTURE VELOPMENT STANDARDS FOR MULT-FAMLY DWELLNG * REF. PUD ORDNANCE: - MN. LOT AREA MN. LOT WDTH FRONT YARD SETBACK REAR YARD SETBACK * PRNCPAL STRUCTURES REQURED 9, SF S YARD SETBACK / BH * MAX ZONED BULDNG HEGHT * 9 FT FT * FT PROVD N/A N/A FT TO SWALK GOLF COURSE SETBACK FT N/A PRESERVE SETBACK FT N/A ACCESSORY STRUCTURES 8 FT FT 7 FT MAX ACTUAL BULDNG HEGHT * 6 FT FT MN. FLOOR AREA PER 7 SF,96 SF DSTANCE BETWEEN PRNCPAL STRUCTURES / SUM OF BH * FT FRONT YARD SETBACK * S YARD SETBACK REAR YARD SETBACK * PRESERVE SETBACK DSTANCE BETWEEN ACCESSORY STRUCTURES ON SAME LOT DSTANCE BETWEEN ACCESSORY AND PRNCPAL STRUCTURES ON SAME LOT MAX ZONED BULDNG HEGHT * MAX. ACTUAL BULDNG HEGHT * FT ( STORES) *9 REQURED SPS / BH FT FT FT OR FT FT OR FT FT FT PROVD 6 FT 8 FT N/A N/A FT FT 7 FT FT //7 REVSED PER COUNTY COMMENTS 7/9/7 NAP # - REVSED PER CLENT COMMENTS 7/6/7 REVSED PER COUNTY COMMENTS 8 SCALE N FEET FL LCENSE NO

4 TEMPORARY BLOW-OFF W/ BACTERAL SAMPLE PONT TO BE REPLACED W/ AUTOMATC FLUSHNG VCE UPON ACCEPTANCE OF LNE TEMPORARY BLOW-OFF.' PVC SANTARY SEWER MH #.' PERMANENT BACTERAL SAMPLE PONT BULDNG #8 PVC WATER MAN FRE HYDRANT ASSEMBLY BULDNG # FDC #6 (BLDG #8) MH # FDC # (BLDG #).' FDC # (BLDG #7) FRE HYDRANT ASSEMBLY PVC RRGATON MAN PVC SANTARY SEWER LAKE #8-9 BULDNG #7 BULDNG #.'.'.'.' FDC # (BLDG #) DOUBLE BULDNG FRE PARTMENT CONNECTON AE / CUE.' PVMT FRE HYDRANT ASSEMBLY MH # FDC # (BLDG #) BULDNG # BULDNG #6 PVC RRGATON MAN.' PVC SANTARY SEWER PVC WATER MAN PROPOSED CONNECTON TO PVC RRGATON MAN.' SNGLE BULDNG FRE PARTMENT CONNECTON FDC # (BLDG #6) FRE HYDRANT ASSEMBLY PROPOSED CONNECTON TO PVC WATER MAN W/ TEMPORARY BACTERAL SAMPLE PONT PVC RRGATON MAN MH # PVC WATER MAN W A W W W W CVL & 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com MASTER UTLTY PLAN LAKE #/ B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Current Plans\767.dwg /9/8 9::6 AM UTLTY NOTES. CONTRACTOR TO VERFY SZE AND LOCATON OF UTLTES PROR TO COMMENCNG CONSTRUCTON. o. CHLORNATON OF WATER LNES AND REFLUSHNG OF LNE AFTER CHLORNATON (NEEDS ONLY WATER. RRGATON DSTRBUTON SYSTEM SHALL BE OWNED & MANTANED BY THE PROPERTY OWNERS ASSOCATON. PARTMENT NSPECTON ONLY). *. THE WATER METER SHALL BE SZED BY THE ENGNEER OF RECORD AND APPROVED BY COLLER COUNTY PUBLC p. NSTALLATON OF TEMPORARY METERS/ BACKS. * UTLTES. WATER METERS " AND SMALLER SHALL BE NSTALLED BY PUBLC UTLTES. WATER METERS " AND LARGER q. BACTEROLOGCAL SAMPLNG (NEEDS WATER PARTMENT NSPECTON ONLY). * SHALL BE NSTALLED BY THE CONTRACTOR. r. HOT TAPS TO ANY WATER CONCRETE MANS, PRESSURE TESTS ON LNES " AND GREATER, AND CONNECTONS TO. ALL COLD-WATER METERS-DSPLACEMENT TYPE, BRONZE MAN CASE, SZE / NCH THROUGHOUT NCH SHALL MEET POTABLE SYSTEMS GREATER THAN " NEED TO BE NSPECTED BY THE WATER PARTMENT AND CS. * THE REQUREMENTS OF AWWA C7. s. FRE TESTNG. ALL WATER METER COMPONENTS THAT COME NTO CONTACT WTH DRNKNG WATER SHALL CONFORM WTH NSF STANDARD 6. * AN NSPECTON ON BEHALF OF THE COUNTY OR OTHER QUALFED EMPLOYEE OF THE COUNTY MUST BE PRESENT DURNG NSPECTONS MARKED WTH AN ASTERSK. 6. CONTRACTOR TO COORDNATE RRGATON CONDUT LOCATONS WTH RRGATON CONTRACTOR AND OWNER.. THE APPROVAL OF THESE CONSTRUCTON PLANS DOES NOT AUTHORZE CONSTRUCTON OF REQURED MPROVEMENTS 7. A SEPARATE PERMT S REQURED PROR TO NSTALLATON OF ANY FRE LNE. WHCH ARE NCONSSTENT WTH EASEMENT OF RECORD. 8. ALL WORK FROM PONT OF SERVCE TO BULDNG(S) BY OTHERS. MPROVEMENTS ARE SHOWN FOR NFORMATON ONLY.. CONTRACTOR SHALL CONSTRUCT ALL WATER AND SEWER APPURTENANCES NCLUDNG SERVCE LEADS, METER 9. FRE SERVCE TO BE SZED BY OTHERS.. NSTALLATON OF ALL UNRGROUND FRE LNES SHALL COMPLY WTH THE EDTON OF NFPA.. UNRGROUND FRE LNES SHALL BE NSTALLED BY AN APPROPRATELY CERTFED FRE SPRNKLER CONTRACTOR OR A TYPE V UNRGROUND CONTRACTOR AS FNED AND OUTLNED N 6., 6. AND 6.9 F.S.. THE CONTRACTOR SHALL PROV 8 HOURS WRTTEN NOTCE TO THE ENGNEER AND COUNTY PROR TO THE FOLLOWNG (AS APPLCABLE): a. HOT TAPS TO POTABLE WATER LNES LARGER THAN AND WASTEWATER SYSTEMS LNES GREATER THAN ". * b. MASTER METER AND BYPASS PPNG. c. JACK & BORE CASNGS. * d. PRESSURE TESTS. * e. NFLTRATON/ EXFLTRATON TESTS. * f. LFT STATON NSTALLATON, PROR TO COVER-UP AND START-UP. * g. LFT STATON START-UP. * h. LAMPNG OF SEWER LNES. * i. PGGNG AND FLUSHNG OF WASTEWATER LNES, FORCE MANS, POTABLE WATER MANS AND NON-POTABLE RRGATON LNES. * NOTE: FULL BORE FLUSHNG AND PGGNG OF POTABLE WATER LNES NEED ONLY WATER PARTMENT NSPECTON. j. TELEVSON VO TAPNG OF WASTEWATER LNES AT END OF CONSTRUCTON AND THE WARRANTY PEROD ("N-OFFCE REVEW"). k. CONFLCT CONSTRUCTON. * l. CONNECTONS TO POTABLE WATER, NON-POTABLE RRGATON WATER AND WASTEWATER SYSTEMS. * m. DAMETER OR LARGER CASNG NSTALLATONS. * n. OTHER SPECAL REQUREMENTS AS SPECFED BY THE COUNTY STAFF AT THE TME OF CONSTRUCTON DOCUMENT APPROVAL. BOXES, BLOW-OFFS, VALVE BOXES, AR RELEASE VALVES, FRE HYDRANTS, ETC. TO FNSHED GRA. CONTRACTOR SHALL COORDNATE DURNG THE CONSTRUCTON STAKEOUT AND PROR TO CONSTRUCTON OF SAD APPURTENANCES WTH OWNER AND ENGNEER REGARDNG FNSHED GRA. T S THE RESPONSBLTY OF THE CONTRACTOR NSURE CONSTRUCTON OF SAD APPURTENANCES TO FNSHED GRA.. ALL REQURED NSPECTONS REQURE A 8 HOUR NOTCE. 6. ALL POTABLE WATER MANS, SANTARY SEWER LNES, LATERALS, AND MANHOLES SHALL BE OWNED AND MANTANED BY COLLER COUNTY PUBLC UTLTES. THE RRGATON SYSTEM SHALL BE PRVATELY OWNED AND MANTANED BY THE PROPERTY OWNER. 7. THE WATER METER SHALL BE SZED BY THE ENGNEER OF RECORD APPROVED BY COLLER COUNTY PUBLC UTLTES. WATER METERS " AND SMALLER SHALL BE NSTALLED BY COLLER COUNTY PUBLC UTLTES. METERS " AND LARGER SHALL BE NSTALLED BY THE CONTRACTOR. 8. EACH FRE PARTMENT CONNECTON SHALL BE SGNATED BY A SGN AS FOLLOWS (PER NFPA.9..): 8.. THE SGN SHALL HAVE RASED OR ENGRAVED LETTERS AT LEAST NCH N HEGHT ON A PLATE OR FTTNG. 8.. THE SGN SHALL NDCATE THE TYPE OF SYSTEM FOR WHCH THE CONNECTON S NTEND. 9. ALL COSTS AND EXPENSES OF ANY AND ALL REPARS, REPLACEMENTS, MANTENANCE, AND RESTORATONS OF ABOVE GROUND MPROVEMENTS PERMTTED WTHN A CUE SHALL BE THE SOLE FNANCAL RESPONSBLTY OF THE GRANTOR, TS SUCCESSORS, OR ASSGNS.. NSTALLATON OF ALL UNRGROUND FRE LNES SHALL COMPLY WTH THE CURRENT EDTON OF NFPA. PER NFPA ( ED.), SECTON..: PPE UNR DRVEWAYS SHALL BE BURED AT A MNMUM OF FEET.. CONTRACTOR SHALL SOD A " MNMUM STRP BEHND ALL CONCRETE CURB,, AND AT EDGE OF PAVEMENT. TELEPHONE: CENTURY LNK, NC. P.O. BOX 69 NAPLES, FLORDA 6-69 PHONE (8) 9-8 UTLTES PROVDNG SERVCE POTABLE WATER AND SANTARY SEWER: COLLER COUNTY PUBLC UTLTES DVSON EAST TAMAM TRAL NAPLES, FLORDA PHONE (9) -888 UTLTY LOCATNG SERVCE: SUNSHNE 8 PHONE (8) (MNMUM BUSNESS DAYS NOTCE REQURED) CABLE TELEVSON: COMCAST CABLE COMMUNCATONS, NC. COMMERCAL VELOPMENT 9 MCHGAN AVENUE FORT MYERS, FLORDA 99 PHONE (9) -8 FRE CONTROL DSTRCT: NORTH COLLER FRE CONTROL & RESCUE DSTRCT 69 TAYLOR ROAD NAPLES, FL 9 (9) ELECTRC: FLORDA POWER AND LGHT COMPANY TH AVENUE SW NAPLES, FLORDA 6 PHONE (9) -6 VALVE BOX WTH CONCRETE COLLAR WATER MAN PROPERTY LNE PROPERTY LNE WORK PERFORMED BY STE CONTRACTOR PONT OF SERVCE " GATE VALVE ' (PREFERRED) ADD SPACE TO AVOD UTLTY CONFLCTS ' (PREFERRED) ADD SPACE TO AVOD UTLTY CONFLCTS WORK TO BE PERFORMED BY FRE PROTECTON CONTRACTOR ' PLAN WYE STRANER PROFLE FRE SERVCE TAL DOUBLE CHECK TECTOR BACK PREVENTER ASSEMBLY GATE VALVE (TYP) FNAL FRE SERVCE ROUTNG SGN TO BE SHOWN BY FRE CONTRACTOR FDC W/ CAP AND CHECK VALVE FDC W/ CAP AND CHECK VALVE CUSTOMER SERVCE LNE FNSHED GRA //7 REVSED PER COUNTY COMMENTS 7/9/7 NAP # - REVSED PER CLENT COMMENTS 8 SCALE N FEET FL LCENSE NO

5 .'.' BULDNG #8 LAKE #8/9 C.E. =.7.' BULDNG #7 BLUE/BLUE HYDRANT REFLECTOR ' CONCRETE SWALK.' BULDNG #6 CVL & 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com.' 6..' AE / CUE BLUE/BLUE HYDRANT REFLECTOR TEMPORARY TURN AROUND (SEE TAL SHEET ) END OF ROADWAY MARKERS (OM-) FUTURE VELOPMENT STR. # RCP ' STR. # " RCP BULDNG # STR. #6 BLUE/BLUE HYDRANT REFLECTOR LAKE #/ C.E. =.7 BULDNG #.' BLUE/BLUE HYDRANT REFLECTOR PRE-CAST CONCRETE WHEEL STOP ' CONCRETE SWALK BULDNG # STR. # GOLF COURSE.9.'. RELOCATED YARD DRAN STR. # RCP STR. # RCP GOLF CART PATH.8 MASTER PAVNG & DRANAGE PLAN B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Current Plans\767.dwg /9/8 9:: AM. LOT GRA PROR TO BULDNG CONSTRUCTON S FNSHED FLOOR MNUS ".. THE DSTANCE FROM THE RGHT-OF-WAY TO THE HGH PONT N THE S YARD SWALE. SEE PLANS FOR GRA ELEVATON LOCATONS.. ALL GRAS ARE TO TOP OF SOD. GRADNG NOTES. FNSHED FLOOR ELEVATON SHOWN S FOR PRMARY STRUCTURE. GARAGE FNSHED FLOOR ELEVATON. SEE BULDNG PLANS FOR TALS. GENERAL DRANAGE NOTES. THE LENGTH OF STORM DRAN PPES SHOWN ON PLANS ARE APPROXMATE AND HAVE BEEN MEASURED FROM THE NS FACE OF STRUCTURE.. LOCATONS OF DRANAGE STRUCTURES MAY BE FELD ADJUSTED TO PRESERVE VEGETATON AS APPROVED BY THE ENGNEER.. THE CONTRACTOR S REQURED TO ADJUST ALL AND PROPOSED VALVE BOXES, MANHOLE RMS, GRATES, ETC. AS REQURED TO MATCH PROPOSED GRAS.. OFF-STE DRANAGE PATTERNS SHALL BE MANTANED DURNG CONSTRUCTON.. SWALE PROFLES SHOWN ARE TO TOP OF SOD. CONTRACTOR TO ADJUST SWALE GRADNG ACCORDNGLY. 6. CONTRACTOR SHALL SOD A " MNMUM STRP BEHND ALL CONCRETE CURB, AND AT EDGE OF PAVEMENT. 7. THE CONTRACTOR SHALL REMOVE ALL UNSUTABLE MATERAL ENCOUNTERED FROM FLL AREAS PROR TO PLACEMENT OF FLL. ALL UNSUTABLE MATERAL EXCAVATED SHALL BE STOCKPLED OR REMOVED AS DRECTED BY OWNER. 8. DURNG CONSTRUCTON, DRANAGE STRUCTURE OPENNGS, WHERE APPROPRATE, SHALL BE COVERED WTH FLTER FABRC (MRAF N OR APPROVED EQUAL) TO PREVENT BRS AND FLL FROM FALLNG NTO THE NLET. 9. OPTONAL BRCK PAVERS MAY BE NSTALLED N LEU OF ASPHALT PAVEMENT AT THE DSCRETON OF THE OWNER.. THE HOME OWNER ASSOCATON S RESPONSBLE FOR THE PERPETUAL MANTENANCE OF ALL FEATURES OF THE SURFACE WATER MANAGEMENT SYSTEM AS OUTLNE BY THE SGN ENGNEER OF THESE DRAWNGS. SGNNG AND PAVEMENT MARKNG NOTES. ALL SGNNG AND PAVEMENT MARKNGS SHALL BE N ACCORDANCE WTH THE F.D.O.T. STANDARDS FOR ROAD AND BRDGE CONSTRUCTON, LATEST EDTON, THE F.D.O.T. ROADWAY AND TRAFFC SGN STANDARDS, LATEST EDTON AND THE MANUAL ON UNFORM TRAFFC CONTROL VCES.. PAVEMENT MARKNGS SHALL BE PERMANENT REFLECTVE TRAFFC PANT WTH GLASS BEADS N ACCORDANCE WTH F.D.O.T. STANDARD SPECFCATONS SECTON 7.. MATCH PAVEMENT MARKNGS AT ROADS.. REMOVE ANY SGNS OR PAVEMENT MARKNGS N CONFLCT WTH THOSE SHOWN ON PLANS.. ALL STOP SGN LOCATONS SHALL NCLU A " PANTED WHTE STOP BAR UNLESS NOTED OTHERWSE. 6. THE CONTRACTOR SHALL COMPLY WTH THE STATE OF FLORDA MANUAL OF TRAFFC CONTROL AND SAFE PRACTCES FOR STREET AND HGHWAY CONSTRUCTON, MANTENANCE, AND UTLTY OPERATONS AND WTH THE MANUAL ON UNFORM TRAFFC CONTROL VCES. 7. ALL SGNNG, PAVEMENT MARKNGS, STREET NAME SGNS, ETC. ARE TO BE NCLUD N THE LUMP SUM PRCE FOR SGNNG AND MARKNG. 8. THE CONTRACTOR SHALL FURNSH AND NSTALL STREET NAME SGNS N ACCORDANCE WTH COLLER COUNTY VELOPMENT STANDARDS. F POSSBLE, STREET NAME SGNAGE TO BE ATOP ALL STOP SGNS. ONLY SET OF STREET NAME SGNS PER NTERSECTON. 9. THE CONTRACTOR SHALL NSTALL BLUE/BLUE RPM'S N THE CENTER OF THE LANE ADJACENT TO ALL FRE HYDRANTS.. THE LOCATON, QUANTTY AND SZE OF PARCEL SGNAGE AND ENTRY FEATURES MAY BE MODFED WTHN THE REQUREMENTS OF COLLER COUNTY. END OF ROADWAY MARKER x (OM-) 9 BUTTON, RED. TALS REFERENCE M.U.T.C.D. LATEST EDTON SGNAGE LEGEND F.D.O.T. SGN STANDARDS NX # - TECTABLE WARNNGS AND SWALK CURB RAMPS NX # 86 - SNGLE COLUMN GROUND SGNS NX # 76 - SPECAL MARKNG AREAS NX # 7 - TYPCAL PLACEMENT OF REFLECTVE PAVEMENT MARKERS BLVD MONTELANCOLOOP STREET NAME SGN (D-) SURFACE WATER MANAGEMENT PARAMETERS DRANAGE BASN CONTROL ELEVATON (FT-NAVD) YEAR PEAK STAGE (FT-NAVD) FEMA ELEVATON (FT-NAVD) MN. ROAD / PARKNG CROWN ELEVATON (FT-NAVD) MN. PERMETER BERM ELEVATON (FT-NAVD) MN. FNSHED FLOOR ELEVATON (FT-NAVD).7.69 YEAR PEAK STAGE (FT-NAVD). AH REAR LOT LNE LOT PTH RBBON FLL LNE LMTS (BULDNG SETBACK) PROPOSED FFE = CENTERLNE OF ROADWAY GRA +.' LOT GRA PROR TO HOME CONSTRUCTON (FFE - ") TYPCAL LOT GRADNG SECTON ROW LNE RBBON FLL LNE (BULDNG SETBACK LNE) CENTERLNE OF ROADWAY //7 REVSED PER COUNTY COMMENTS 7/9/7 NAP # - REVSED PER CLENT COMMENTS 8 SCALE N FEET FL LCENSE NO

6 LAKE #8/9 C.E. =.7 CVL & 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com FUTURE VELOPMENT PARCEL - ELEV =.8.' AC PAD ELEV. = 6. BULDNG #8 FFE = BULDNG # FFE = 6.9 AC PAD ELEV. = BULDNG #7.9 BULDNG # FFE = 7. AC PAD ELEV. = AC PAD ELEV. = 6.9 FFE = ' AC PAD ELEV. = 6. BULDNG # FFE = BULDNG #6 FFE = ELEV = '. MASTER GRADNG PLAN.' 6. AC PAD ELEV. = ELEV =.8 ELEV =.8.79 RELOCATED YARD DRAN.8 B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Current Plans\7676.dwg /9/8 :6: AM LAKE #/ C.E. =.7 GOLF COURSE DRANAGE REV RECORD DRAWNGS PHASE - - TYPE PADS/STE UTLTY DATE /6/7 //7 7/9/7 NAP # - REVSED PER CLENT COMMENTS //7 RECORD DRAWNGS /6/7 RECORD DRAWNGS 8 SCALE N FEET FL LCENSE NO

7 W W 8 W W A W PVC WATER MAN REMOVE TEMPORARY BLOW-OFF AND CONNECT TO PVC WATER MAN USNG COLLER COUNTY GAP CONFGURATON OR TEMPORARY BACK VCE AT THE DSCRETON OF THE NORTH NAPLES FRE CONTROL AND RESCUE DSTRCT. TEMPORARY BACK SHALL BE USED F FRE PROTECTON S REQURED DURNG CONSTRUCTON. MH # REMOVE TEMPORARY BLOW-OFF AND CONNECT TO PVC RRGATON MAN PVC RRGATON MAN SAW-CUT AND MATCH PAVEMENT STR. # TYPE "9" CURB NLET EOP =.7 NV NW = 9.9 NV SE = LF LF STR. # FLARED END NV NW = ' PVMT.7 LAKE #8/9 CONTROL EL = ' PVC WATER MAN FRE HYDRANT ASSEMBLY W/ BLUE/BLUE REFLECTOR " FRE SERVCE (SEE TAL SHEET ).' AE / CUE.' + NV =.6 ' CONCRETE SWALK " SNGLE WATER SERVCE.' ELEV =.8 STR. # NLET EOP =.7 NV SE = 9.9 PVC RRGATON MAN BULDNG #6 NV =. BULDNG # MH # PVC SANTARY SEWER " SNGLE RRGATON SERVCE + NV =.9 PVC SANTARY SEWER LATERAL W/ SNGLE MN. NV =.7 ELEV = FRE HYDRANT ASSEMBLY W/ BLUE/BLUE REFLECTOR + NV = 6.6 " FRE SERVCE (SEE TAL SHEET ) " SNGLE RRGATON SERVCE W/ " PVC CASNG LAKE #/ CONTROL EL =.77.' BULDNG #7 PVC SANTARY SEWER BULDNG # NV = NV =.7 " SNGLE WATER SERVCE W/ " PVC CASNG 6+ PVC WATER MAN FRE HYDRANT ASSEMBLY W/ BLUE/BLUE REFLECTOR NV =. NV = 6. PVC RRGATON MAN.' " FRE SERVCE (SEE TAL SHEET ) 7+ MH # PVC SANTARY SEWER LATERAL W/ SNGLE MN. NV = 6. STR. #6 FLARED END NV E = 6. BULDNG # FRE HYDRANT ASSEMBLY W/ BLUE/BLUE REFLECTOR NV =.6 " FRE SERVCE (SEE TAL SHEET ) BULDNG #8.' PVMT.' 67 LF " ' CONCRETE SWALK NV =..' AE / CUE.' ' NV =.9 PVC SANTARY SEWER MH # NV = 6.9 STR. # NLET EOP =.7 NV E = 8. NV W = 7.8 TEMPORARY BLOW-OFF LF + TEMPORARY BLOW-OFF W/ BACTERAL SAMPLE PONT STR. # NLET EOP =.7 NV W = 8. REV RECORD DRAWNGS PHASE - - TYPE PADS/STE UTLTY TEMPORARY TURN AROUND (SEE TAL SHEET ) DATE /6/7 //7 8 + CVL & PLAN AND PROFLE: (STA. + TO END) 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Current Plans\7677.dwg /9/8 :6: AM 6 8 PROPOSED CONNECTON TO PVC RRGATON MAN MH # RM ELEV. =.7 NV NE = 6.8 NV SE = 6.8 NV W = 8.7 GRA LNE PVC RRGATON MAN PVC WATER MAN PROPOSED CONNECTON TO PVC WATER MAN 9 LF PVC SANTARY RCP BETWEEN STR # AND # REMOVE PLUG AND CONNECT TO PVC SANTARY SEWER (NV = 7.±) PV STA = +. ELEV =. -.% MN. COVER PV STA = +8.8 ELEV =.9 " MN. COVER MN. COVER PROFLE GRA LNE RCP BETWEEN STR # AND # 7 LF PVC SANTARY MH # RM ELEV. =. NV N = 8.8 NV SW = 7.98 PVC RRGATON MAN PV STA = ELEV =.9 LF PVC SANTARY PVC WATER MAN MH # RM ELEV. =. NV N = 9. NV S = % 87 LF PVC SANTARY RCP BETWEEN STR # AND # MH # RM ELEV. =.77 NV S = 9.86 PV STA = 8+8. ELEV =.77 " MN. COVER.6% PV STA = ELEV =.86 MN. COVER " RCP BETWEEN STR # AND #6 TEMPORARY BLOW-OFF TEMPORARY BLOW-OFF W/ BACTERAL SAMPLE PONT TO BE REPLACED W/ AUTOMATC FLUSHNG VCE UPON ACCEPTANCE OF LNE 6 8 //7 REVSED PER COUNTY COMMENTS 7/9/7 NAP # - REVSED PER CLENT COMMENTS //7 RECORD DRAWNGS /6/7 RECORD DRAWNGS 8 SCALE N FEET FL LCENSE NO

8 E E A A.'.'.' SWALK.'.'.' AE / CUE.'.'.'.' SWALK.'.' CVL & 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com FFE. MN., 7. MAX. % MAX. % % % MAX. FFE. MN., 7. MAX. D D C C CROSS SECTON MAP B B FFE. MN., 7. MAX. RRGATON MAN.' % MAX..' 7.' 7' x 7' A/C PAD -/" ASPHALT LMEROCK BASE " STABLZED SUBGRA SANTARY SEWER SECTON A-A.' : MAX..'.' ELEV =.8 SECTON B-B TRACT LNE WATER MAN 7.' LAKE CONTROL EL =.7 CROSS SECTONS REAR LOT LNE B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Current Plans\7678.dwg /9/8 9:7: AM FFE. MN., 7. MAX..' SWALK 6.8 TRACT LNE : MAX..'.' SECTON C-C ELEV =.8 : MAX. LAKE CONTROL EL =.7 FFE. MN., 7. MAX..' PRNCPAL SETBACK.' ACC. SETBACK : MAX..' GOLF COURSE RRGATON MAN.' 7.' ASPHALT CART PATH GOLF COURSE DRANAGE GOLF COURSE RRGATON MAN GOLF COURSE : MAX..' SECTON D-D : MAX. : MAX. FFE. MN., 7. MAX. LAKE CONTROL EL =.7.' ELEV =.8.'.' TRACT LNE : MAX. 7' x 7' A/C PAD % MAX. SECTON E-E.' FFE. MN., 7. MAX. //7 REVSED PER COUNTY COMMENTS SCALE AS SHOWN FL LCENSE NO

9 GENERAL UTLTY TALS CVL & B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Current Plans\7679.dwg /9/8 9:7: AM 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com SCALE AS SHOWN FL LCENSE NO

10 COLLER COUNTY WATER TALS CVL & B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Current Plans\767.dwg /9/8 9:7:8 AM 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com SCALE AS SHOWN FL LCENSE NO

11 COLLER COUNTY SEWER TALS CVL & B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Current Plans\767.dwg /9/8 9:8: AM 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com SCALE AS SHOWN FL LCENSE NO

12 PRECAST NTERLOCKNG CONCRETE BRCK PAVERS " SHARP SAND LEVELNG COURSE LMEROCK BASE " STABLZED SUBGRA LMEROCK & SUBGRA NOTES:. LMEROCK BASE, PRMED AND COMPACTED TO 98% OF MAX. NSTY (TERMNED BY AASHTO T-8).. " STABLZED SUBGRA (MN. LBR ).. STABLZED SUBGRA TO EXTEND FOOT BEYOND EDGE OF PAVEMENT AND BACK OF CURB.. WHEN NO CURB S PROPOSED LMEROCK TO EXTEND 6 NCHES BEYOND EDGE OF PAVEMENT.. NSTALL PAVER BRCKS PER MANUFACTURER'S SPECFCATONS. TYPCAL PAVER BRCK SECTON -/" ASPHALT (TYPE S-) PLACED N TWO () /" LFTS-OPTONAL LMEROCK BASE " STABLZED SUBGRA LMEROCK & SUBGRA NOTES:.) LMEROCK BASE, PRMED AND COMPACTED TO 98% OF MAX. NSTY (TERMANED BY AASHTO T-8).) " STABLZED SUBGRA (MN. LBR ).) STABLZED SUBGRA TO EXTEND FOOT BEYOND EDGE OF PAVEMENT AND BACK OF CURB.) WHEN NO CURB S PROPOSED LMEROCK TO EXTEND 6 NCHES BEYOND EDGE OF PAVEMENT TYPCAL PAVNG SECTON NTS R " '-" " " R " " '- R" R" '-" R " " SAME SLOPE AS ADJACENT PAVEMENT 7 " STD. ( MN.) R" TYPE "D" BROOM FNSH NOTES: ) ) ) ) 6) WDTH PER PLAN.% TYP. (% MAX.) " THK. ROUND EDGE (TYP) ) SWALK SHALL BE CONSTRUCTED N CONFORMANCE WTH FDOT STANDARD NX AND STANDARD SPECFCATON AND CORRESPONDNG STANDARDS. COMPACT FLL AREAS TO MNMUM 9 % OF AASHTO T99 NSTY. CONCRETE SHALL HAVE A COMPRESSVE STRENGTH OF PS N 8 DAYS. " COMPACTED LMEROCK BASE SWALK SHALL HAVE CONTRACTON JONTS SPACED EQUALLY TO THE SWALK WDTH AND HAVE EXPANSON JONTS EVERY ' MAXMUM. SWALKS SHALL HAVE A MAXMUM RUNNNG SLOPE OF : (%) AND A MAXMUM CROSS SLOPE OF : (%) PER ADA STANDARDS FOR ACCESSBLE SGN SECTON.. CURB RAMPS SHALL BE CONSTRUCTED N CONFORMANCE WTH ADA STANDARDS FOR ACCESSBLE SGN SECTON.7 AND FDOT STANDARD NX. TYPCAL CONCRETE SWALK TAL CVL & 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Rev\767.dwg /9/8 9:8:8 AM * R' END OF PROPOSED ROADWAY ' MN. R' MN. LMEROCK BASE, PRMED AND COMPACTED (LBR ) " STABLZED SUBGRA (MN. LBR ) TYPCAL TURN-AROUND SECTON TEMPORARY TURN-AROUND TAL DRANAGE STRUCTURE TABLE TYPE OF STRUCTURE CURB NLET TOP - TYPE 9 MODFED W/ TYPE J OR P BOTTOM FLARED END* GRATE NLET JUNCTON BOX REFERENCE FDOT NX 7 SEE TAL SEE TAL WATERTGHT ADAPTERS FDOT NX, PPE LENGTH AND SLOPE SHALL BE FELD ADJUSTED TO HAVE FLARED END MATCH FLUSH WTH LAKE BANK.. ALL RENFORCNG STEEL SHALL HAVE A MNMUM TWO NCHES OF COVER.. ALL CONCRETE SHALL HAVE A COMPRESSVE STRENGTH OF, PS N 8 DAYS.. PRECAST STRUCTURE WALLS MAY BE THCK (MN.). CAST-N-PLACE STRUCTURE WALLS SHALL BE THCK (MN.). MNMUM STRUCTURE SZES ARE PER FDOT STANDARD NX, TABLES AND. R' DRANAGE BASN W/ H- GRATE & LOCKNG VCE (SEE MANUFACTURER'S SPECFCATONS FOR GRATE SZE) CASTNG USF -668, OR APPROVED EQUAL NONE FNSHED GRA USF 7-6, OR APPROVED EQUAL USF, OR APPROVED EQUAL NLET** SEE TAL USF 6-69 OR APPROVED EQUAL GENERAL STRUCTURE SGN NOTES: TEE YARD DRAN TAL ADS N- (OR APPROVED EQUVALENT) (SEE PLAN FOR PROPOSED PPE SZE) MNMUM DMENSONS FOR DRANAGE STRUCTURES PPE SZE " " " " " RSER TO REMAN PROR TO FNSH GRADNG NLNE DRAN W/ H- GRATE & LOCKNG VCE (SEE MANUFACTURER'S SPECFCATONS FOR GRATE SZE) RSER CUT TO FNSH GRA 9 BEND MNMUM NTEROR STRUCTURE WDTH. FT. FT. FT. FT. FT. FT. FT 6. FT CONCRETE CURB NOTES: TYPE "F". CONCRETE SHALL HAVE A COMPRESSVE STRENGTH OF, P.S.. N 8 DAYS UNLESS OTHERWSE NOTED.. CURB SHALL BE CONSTRUCTED N CONFORMANCE WTH FDOT NX. CURB SHALL HAVE EXPANSON JONTS NSTALLED WTHN ' OF EACH S OF NLETS, AND EVERY '±.. AN EXPANSON JONT WLL BE PLACED AT THE END OF ALL RETURNS AT NTERVALS NOT TO EXCEED ' WTH CONTRACTON JONTS AT ' NTERVALS. EXPANSON JONTS SHALL BE CONSTRUCTED WTH /" BTUMNOUS MPREGNATED EXPANSON MATERAL CURB AND CURB AND GUTTER TALS USF 6 NLET FRAME & GRATE A " -/ B B '- /" PLAN '-7 / ' MN. - SEE CHART SECTON A-A '- /" A ADJUSTMENT BRCKS W/ MORTAR -7/ # " O.C., E.W. # O.C., E.W. -/ '- /" '- 7/ TYPCAL NLET TAL " " DA. HOLE ( REQ'D.) " R. ()-# BARS, ('- LONG) CENTERLNE OF HORZONTAL LOCATON STAKED TO THS PONT ' MN. (SEE CHART) SECTON B-B 6' " " NOTE: NLET TOPS BY PAVNG CONTRACTOR NOTE: NLET BOTTOMS BY UNRGROUND CONTRACTOR " " " " ", PS CONCRETE AFTER 8 DAYS TYPCAL PRECAST CONCRETE WHEEL STOP PRECAST CONCRETE WHEEL STOP (TYP., SEE TAL) 8' NOTES: ()-# BARS, ( LONG) HANDCAPPED PARKNG SGN (REFERENCE F.D.O.T. NX #7) WTH ADDTONAL SGN STATNG "$ FNE" WHTE STRPE BLUE STRPE 9' ' % MAX. ' CONCRETE SWALK WHTE STRPE.) ACCESSBLE PARKNG SPACES AND ACCESS ASLES SHALL BE LEVEL WTH SURFACE SLOPES NOT EXCEEDNG : (%) N ALL DRECTONS PER ADA STANDARDS FOR ACCESSBLE SGN SECTON.6. TYPCAL PARKNG SPACE TAL ' - WHTE CHEVRONS EQUALLY SPACED PER ASLE THE TOP OF SOD ELEVATON SHALL BE AT OR BELOW THE FNSHED PAVEMENT ELEVATON. NOTES: ) ) ) ) 6) 7) WDTH PER PLAN " THK. ASPHALT (TYPE S-) SLOPE ( PER FOOT MN. ) COMPACTED FLL COMPACTED LMEROCK BASE (PRMED) COMPACTED FLL SHALL BE A MNMUM OF, A- SELECT SOL (AASHTO M) W/ A MAXMUM % PASSNG # SEVE, COMPACTED TO 9% MAXMUM NSTY. LMEROCK BASE SHALL BE COMPACTED TO 98% OF THE MAXMUM NSTY, N ACCORDANCE WTH AASHTO T-8 AND ENGNEERS TECHNCAL SPECFCATONS. MULT-USE PATH AND CURB RAMPS SHALL BE CONSTRUCTED N ACCORDANCE WTH THE LATEST ADA AND FDOT SGN STANDARDS. ) PATH SHALL HAVE EXPANSON JONTS N ACCORDANCE WTH FDOT SECTON -. AND AT FOOT NTERVALS. ASPHALT PATH SHALL BE CONSTRUCTED N ACCORDANCE WTH FDOT SECTON 9. PATH SHALL SLOPE TO MATCH STE GRADNG. A CURB CUT RAMP FACLTY FOR PHYSCALLY HANDCAPPED TO BE CONSTRUCTED AT ALL STES WHERE PATHS CROSS CURB. TYPCAL ASPHALT TRAL/ SWALK TAL PAVNG AND DRANAGE TALS SCALE AS SHOWN FL LCENSE NO

13 BULDNG #8 BULDNG #7 SNGLE ROW SLT FENCE BULDNG #6 LAKE #8/9 CVL & 8 BONTA GRAN DRVE - SUTE BONTA SPRNGS, FL P: F: EMAL: info@waldropengineering.com SNGLE ROW SLT FENCE B:\Projects\76-7 (Esplanade Naples) Bellano \Drawings-Exhibits\76-7- SDP\Current Plans\767.dwg /9/8 9:9:8 AM AS REQURED SLT FUTURE VELOPMENT SWALE PLAN ELEVATON BARRERS FOR FLL SLOPES NLET PROTECTON ELEVATON BALED HAY OR STRAW BARRERS AND SLT FENCES PER F.D.O.T. NX POST OPTONS: SOFTWOOD /" MN. DA. SOFTWOOD " x " HARDWOOD /" x /" STEEL. LBS / FT. MN. ' OR MORE " MN. " TO TYPE SLT FENCE ' ON CENTERS TO BE USED AT SELECTED STES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE ' MAX. ELEVATON ANCHOR BALES WTH - " x " x' STAKES PER BALE OVERLAP ENDS FLL SLOPE BALES TO BUTT ANCHOR BALES WTH - " x " x' STAKES PER BALE OPTONAL POST POSTONS FLTER FABRC (N CONFORMANCE WTH SEC. 98 FDOT SPEC.) TYPE SLT FENCE SECTON TYPE SLT FENCE PROTECTON AROUND DTCH BOTTOM NLETS DO NOT PLOY N A MANNER THAT SLT FENCES WLL ACT AS A DAM ACROSS PERMANENT NG WATERCOURSES. SLT FENCES ARE TO BE USED AT UPLAND LOCATONS AND TURBDTY BARRERS USED AT PERMANENT BOS OF WATER. SLT FENCE APPLCATONS PLAN 6' MN. LOOSE SOL PLACED BY SHOVEL AND LGHTLY COMPACTED ALONG UPSTREAM EDGE OF BALES TO BE USED AT SELECTED STES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE NOTE: SLT FENCE TO BE PAD FOR UNR THE CONTRACT PRCE FOR STAKED SLT FENCE (LF) VERTCAL SLT PRNCPAL POST POSTON (CANTED TOWARD ) FLTER FABRC FLL SLOPE SLT NOTE: SPACNG FOR TYPE FENCE TO BE N ACCORDANCE WTH CHART, SHEET OF AND DTCH NSTALLATONS AT DRANAGE STRUCTURES SHEET OF TYPE SLT FENCE BULDNG # OPEN RSER PARTAL NLET SAND BAGS CURB & GUTTER ROCK BAGS BULDNG # SNGLE ROW SLT FENCE LAKE #/ SWALK COMPLETED NLET SURFACE WATER POLLUTON PREVENTON NOTES. NSTALL EROSON CONTROL VCES AROUND THE PROJECT BOUNDARY AND AS NEED TO PREVENT SOL FROM LEAVNG THE STE.. EROSON CONTROL VCES WLL BE BULT TO PREVENT SOL FROM LEAVNG THE STE AND SHALL BE NSTALLED PROR TO ANY STE GRUBBNG AND/OR MOLTON. STABLZE ALL PERMETER BERM AND SLOPES TO PROTECT AGANST EROSON. WRAP NLET GRATES WTH FLTER FABRC UNTL THE DRANAGE AREA DRANNG TO EACH NLET S STABLZED WTH ETHER PAVEMENT OR SOD.. MANTAN SLT FENCE, HAY BALES, FLTER FABRC, AND ALL OTHER EROSON CONTROL VCES UNTL STABLZATON S ESTABLSHED TO PREVENT SOL FROM LEAVNG THE STE. 6. NSTALL ALL EROSON CONTROL VCES AS PER F.D.O.T. STANDARD NX. 7. F WND EROSON BECOMES SGNFCANT DURNG CONSTRUCTON, STABLZE THE EFFECTVE AREA BY USNG WETTNG OR OTHER ACCEPTABLE METHODS. 8. REMOVE ALL SLTATON ACCUMULATONS GREATER THAN THE LESSER OF NCHES OR ONE-HALF THE PTH OF THE SLTATON CONTROL VCE. 9. REMOVE SLTATON ACCUMULATONS N ANY DRANAGE PPE AFFECTED BY CONSTRUCTON ACTVTES ON THE STE PROR TO COMPLETON OF CONSTRUCTON.. MANTAN ALL BERM ELEVATONS DURNG CONSTRUCTON. STORM WATER POLLUTON PREVENTON PLAN CURB & GUTTER ROCK BAGS ANCHOR BALES WTH - " x " x ' STAKES PER BALE. LOCATON OF EROSON CONTROL VCES MAY BE ADJUSTED DUE TO FELD CONDTONS.. TALS REPRESENT TYPCAL MEASURES FOR THE STUATON PCTED. BASED ON STE CONDTONS ALL TALS MAY NOT BE APPLCABLE TO THE PROJECT. USE APPROPRATE TAL THE STUATON PCTED N ENCOUNTERED ON STE.. BARRERS ARE TO BE HGHLY VSBLE WTH BRGHTLY COLORED ALL-WEATHER MESH MATERAL OR EQUVALENT, AND THE STAKES SHALL BE NO MORE THAN ' APART. DTCH BOTTOM NLET PROTECTON AROUND NLETS OR SMLAR STRUCTURES DTCH SAND BAGS SAND BAGS DTCH Slotted PVC Connector Pipe (Metal Collar Reinforced) 8 Oz. Nylon Reinforced PVC Fabric ( psi Test) D SCALE: " = ' TYPE BULDNG # 6 " Vinyl Sheathed EAW Steel Cable (98 Lbs. Breaking Strength) With Galvanized Connectors (Tool Free Disconnect) Closed Cell Solid Plastic Foam Flotation ( Dia. Equiv.) (7 lbs. Per Ft. Buoyancy) Stress Plate FLOATNG TURBDTY BARRERS D 6 " Galvanized Chain D =' Std. (Single Panel For Depths ' or Less). D =' Std. (Additional Panel For Depths > '). ' Or More Curtain To Reach Bottom Up To Depths Of Feet. Two() Panels To Be Used For Depths Greater Than Feet Unless Special Depth Curtains Specifically Called For n The Plans Or As Determined By The Engineer. TYPE NOTCE: COMPONENTS OF TYPES ~ AND ~~ MAY BE SMLAR OR NTCAL TO PROPRETARY SGNS. ANY NFRNGEMENT ON THE PROPRETARY RGHTS OF THE SGNER SHALL BE THE SOLE RESPONSBLTY OF THE USER. SUBSTTUTONS FOR TYPES ~ AND ~~ SHALL BE AS APPROVED BY THE ENGNEER. Min. ' 8 Oz. Nylon Reinforced PVC Fabric ( psi Test) With Lacing Grommets D 6' Max. STAKED TURBDTY BARRER Closed Cell Solid Plastic Foam Flotation ( Dia. Equiv.) ( Lbs. Per Ft. Buoyancy) 8 " Polypro Rope (6 lb. Breaking Strength) " Galvanized Chain TURBDTY BARRER PER F.D.O.T. NX Post (Options: " x " Or " Min. Dia. Wood; Steel. Lbs/Ft. Min.) 8 Oz. Nylon Reinforced PVC Fabric ( psi Test) ' Typical ' NOTES: Typical Existing Causeway Note: Turbidity barriers for flowing streams and tidal creeks may be either floating, or staked types or any combinations of types that will suit site conditions and meet erosion control and water quality requirements. The barrier type(s) will be at the Contractors option unless otherwise specified in the plans, however payment will be under the pay item(s) established in the plans for Floating Turbidity Barrier and/or Staked Turbidity Barrier. Posts in staked turbidity barriers to be installed in vertical position unless otherwise directed by the Engineer. ' Typical Current Structure Alignment Proposed Toe Of Slope ' Typical Shore Line. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth.. Number and spacing of anchors dependent on current velocities.. Deployment of barrier around pile locations may vary to accommodate construction operations.. Navigation may require segmenting barrier during construction operations.. For additional information see Section of the Standard Specifications. TURBDTY BARRER APPLCATONS Shore Line Limits Of Const. LEGEND Pile Locations Dredge Or Fill Area Mooring Buoy w/anchor Anchor Stream Or Tidal Creek Turbidity Barriers LEGEND PPE SHEET NLET PROTECTON Barrier Movement Due To Current Action SNGLE ROW SLT FENCE GENERAL NOTES: DOUBLE ROW SLT FENCE. Floating turbidity barriers are to be paid for under the contract unit price for Floating Turbidity Barrier, LF. W W Limits Of Const. Shore Line. Staked turbidity barriers are to be paid for under the contract unit price for Staked Turbidity Barrier, LF. //7 REVSED PER COUNTY COMMENTS 7/9/7 NAP # - REVSED PER CLENT COMMENTS SCALE N FEET STORMWATER POLLUTON PREVENTON PLAN AND EROSON CONTROL TALS 8 FL LCENSE NO