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HomeMy WebLinkAboutSURVEYSIPee,.,,i /yo5 — 0350 tq'o Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR 0 - TELEPHONE SERVICE PSM - PROFESSIONAL SURVEYOR & MAPPER ® - CABLE T.V. BOX LB - LAND SURVEYING BUSINESS ® - ELECTRIC BOX Q - CENTERLINE - LIGHT POST R - RADIUS - WELL L - LENGTH O - HYDRANT 16 - DELTAANGLE - GATE VALVE E/P - EDGE OF PAVEMENT iH - IRRIGATION VALVE BIC - BACK OF CURB - WATER METER B.M. - BENCHMARK S - SANITARY MANHOLE POC - POINT OF COMMENCEMENT 0 - SANITARY SERVICE POB - POINT OF BEGINNING - SEPTIC TANK • - (PCP) PERMANENT CONTROL POINT - DRAINAGE MANHOLE PCP - PERMANENT CONTROL POINT ® - CURB INLET B - (PRIM) PERMANENT REFERENCE MONUMENT 0 - SURFACE INLET FIRM - PERMANENT REFERENCE MONUMENT ® - MITERED END SECTION O - (IP) IRON PIPE - CONCEPTUAL DRAINAGE IP - IRON PIPE - OAK TREE -� - STREET SIGN • - (IRC) IRON ROD & CAP E.5 - PROPOSED GRADE IRC - IRON ROD & CAP NAVD - NORTH AMERICAN VERTICAL DATUM El - (CM) CONCRETE MONUMENT - PALM TREE - TYPICAL ELEVATION CM - CONCRETE MONUMENT xZS5 A/C - AIR CONDITIONER FD - FOUND CONC.- CONCRETE (M) - MEASURED (P) - PLAT �T - PINE TREE F.F. - FINISH FLOOR (C) - CALCULATED BSB - BUILDING SETBACK LINE E- _ GUY WIRE EL./ELEV. - ELEVATION co, _ WOOD UTILITY POLE R\W - RIGHT OF WAY AE - ACCESS EASEMENT AB - AS -BUILT UE - Report of Survey: (Project #13-024-3) • TYPE OF SURVEY: BOUNDARY B TOPOGRAPHIC • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB/6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: MATTHEW CROWLEY P.S.M.1 7214 • THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WOW WAS 04/30/19 • BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N22.30'39'W FOR THE CENTERLINE OF SHORE SIDE DRIVE: SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTIUTIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. UTILITY EASEMENT Vr-f'�%Rr"'O' \ FILE COPY MIN. FRONT, SIDES_ CNR Si REQ. MERIDIAN BAN© SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX 772-794-1096 EMAIL: INFO@MLS-I B6905.COM EX1SPNG CXSFRYA96W O.R.D. 1d)ti PAGE 1651 71 / i / I __BENCHMARK Ai FUINI UI- \ / / tD' DRpOjT ELEV.=3.87TNAVD 1988 \ \ Epp 9N IL Y / \ R�5150 23' SAFE UPLAND LINE ELEV.= -0.30' FT. PIERCE CUT O7HERfMSE PROTECTED AREA ESTABLISHED 11-16-1991 PER FLOOD 1NSURANCE RATE MAP 112111CO093 J, DATED FEBRUARY 16TH 1012 V--_ D FBcYF005p,E�fq) 5 / fibs• N\1•�.EN_\ `C�� \ ro 01 O O x6.64' , r giY(XE ZED\°i�, �,, \ � FAMILY RESIDENCE 03- F.F. ELEY.sfi.40' a\ \ x " 4.50' 1 \ \m a9.50 \>\`1s Fp 518\F .71' A. 4.66 \Rc �- 56pp5 \�4.20'. � TYPE: BOUNDARY & TOPOGRAPHIC nt vialvroz) PROJECTI 13-024-03 ®DATE: F.B.313 PG-78 DRAWN BY. B.R. 2. 615119 REVISED PER S.L.co. COMMENTS BR CHECKED BY M.C. 1- 516119 REVISED HOUSE DIMENSIONS BR SCALE 1 "=30' SHEET: 1 of 1 N0. DATE DESCRIPTION BY % % Pp 04 • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT—OF—WAYS, OR OWNERSHIP WERE Pet \0 SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. s<. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES 'AE-4.OmAND Y PER FLOOD INSURANCE RATE MAP 112111CDO93 J. DATED JAN. 6, 2012. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, (NGVD), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 2.98' NGVD. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOW HEREON ARE NOT CERTIFIED TO AND MUST B: VERIFIED PROR TO DESIGN OR CONSTRUCTION. FD P/K NAIL & DISK PCP L13#6905 4.11' I\ it6 \ LEGAL DESCRIPTION:' LOT 3, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IL: PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA WTI VACANT 5"10'IDUTY �EASEMEh'T PE Z UN \N OT • 9 Q \ r �v \ / �, \ \ PLAT OF SURVEY FOR: J °R'o PHOENIX North GRAPHIC SCALE 30 0 15 30 I I I I ( IN FEET ) 1 inch — 30 ft. Certified To: 1) PHOENIX HOMES 2) 3) � Co / / / / / 1 / 0 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL P.AISE-0 SEAL OF THE FLORIDA LICENSED SURVEYOR AND NIAPPEP. NAMED UREUOW. MATTHEW CROKtEY, - P.S.M.172141U1n(.�D� \\SVN216\1)rawings\Working files\20131065\13-024 TARPON FLATS\LOTS\LOT 3\13-024-03 SP.dwry 6/5/MI92:4&21 PM, HP053607 (HP Designj& T520 24in) p1w- „/ 4- Jr- / c?05 -- 03 90 Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR ® - TELEPHONE SERVICE PSM - PROFESSIONAL SURVEYOR & MAPPER ® - CABLE T.V. BOX LB - LAND SURVEYING BUSINESS ® - ELECTRIC BOX T, - CENTERLINE > - LIGHT POST R - RADIUS ® - WELL L - LENGTH O - HYDRANT A - DELTAANGLE - GATE VALVE E/P - EDGE OF PAVEMENT IN - IRRIGATION VALVE B/C - BACK OF CURB - WATER METER B.M. - BENCHMARK S - SANITARY MANHOLE POC - POINT OF COMMENCEMENT ® - SANITARY SERVICE POE, - POINT OF BEGINNING - SEPTIC TANK • - (PCP) PERMANENT CONTROL POINT - DRAINAGE MANHOLE PCP - PERMANENT CONTROL POINT - CURB INLET ® - (PRM) PERMANENT REFERENCE MONUMENT - SURFACE INLET FIRM - PERMANENT REFERENCE MONUMENT ® MITERED END SECTION O - (IP) IRON PIPE CONCEPTUAL DRAINAGE IP - IRON PIPE OAK TREE -� - STREET SIGN • - (IRC) IRON ROD & CAP 23.6 PROPOSED GRADE tRC .- IRON ROD & CAP NAVID - NORTH AMERICAN VERTICAL DATUM 0 - (CM) CONCRETE MONUMENT - PALM TREE oS5 - TYPICAL ELEVATION CM - CONCRETE MONUMENT A/C - AIR CONDITIONER FD - FOUND CONC.- CONCRETE (M) - MEASURED - PINETREE F.F. - FINISH FLOOR (P) PLAT +; (C) - CALCULATED BSB .- BUILDING SETBACK LINE E- - GUY WIRE EL./ELEV. - ELEVATION `o, - WOOD UTILITY POLE R\W - RIGHT OF WAY AE - ACCESS EASEMENT AS - AS -BUILT Report of Survey: (Project #13-024-3) * TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR do MAPPER N RETM913 E CHARGE: MAITHEW CROWLEY P.S.M./ 7214 * THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 04/3D/19 * BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N22'30'39'W FOR THE CENTERLINE OF SHORE SIDE DRIVE, SAID TEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UIIUTIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. UE - UTILITY EASEMENT \ EXISHNC ^%SERVAAOIV O.R8 161 PACE 1651 MIN. S FRONT SIDES_ CNR SIDI TECH REQ. MERIDIAN LAN® SURVE=YOBS 1717 INDIAN RIVER BL VD, SUITE 201 VE RO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAA: 772-794-1096 EMAIL: INFO@MLS-l-B6905. COM i SAFE b ELEV.= v► �o ---% / F1'� BENCHMARK\ FD P/K NAIL & DISK PCP 5__�/ / NPR Z AT POINT INTOOF \ i FT. PIERCE CUT OTHERNSE PROTECTED AREA ESTABLISHED 11-16-1991 PER FLOOD INSURANCE RATE MAP P2111CO69J J, DATED FEBRUARY 167H 1012 • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES 0AE-4.0"AND Y PER FLOOD INSURANCE RATE MAP #12111COO93 J, DATED JAN. 6, 2011 • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDERC VERTICAL DATUM, (NGVD), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 2.98' NM. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. BUILDING SETBACKS (BSB): 'LEGAL DESCRIPTION: FRONT - 25' REAR - 15' MIN. LOT 3, TARPON FLATS SUBDIVISION, SIDES - 7.5' ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF ADDRESS: 3929 SHORE SIDE DRIVE THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA rAt INTERSECTION / Y� V`t �� ELEV.=3.87• NAVD 1988 \ RM \ IN Ly R s pE• \ \ \ F F (NAVGI)EAS£MENT & o N � m M. \ \ Z10 E 1 h6 t3S PR0PgV \ \ SET IRC N61 �'4 _ C�� B5� 66 05E0 w„ PpR{ \ LB#6905 `o PRE PPO, >r N h� .49'/ / \ 3 °o 0o\\�\ °o g x 6.64'LOT d o �\ o PROPOSED SWaE 2m\°tm \ FAMILY RESIDENCE r � x\ l F.F- ELEY.=6.40' w TYPE: BOUNDARY & TOPOGRAPHIC PRO ECT# 13-024-03 DATE. F-B.313 PG.78 DRAWN BY B.R. 2• 6/5/19 CHECKED BY: M.C. 1. 516119 SCALE: 1-=30' SHEET 1 of 1 NO. DATE a\ \ X \4.50' it' y50, \>1\4.19 \ \ 23 a36 o71' \'d Pa 11a\R r. SE6g05 �(4.20' � REVISIONS =VISED PER S.L.co. COMMENTS BR REVISED HOUSE DIMENSIONS BR DESCRIPTION BY h P/K NAIL & DISK I LB#6905 3 089, 3.9 4. LOT 1 VACANT 5WO, UALITY EASEMENT Y� PE V, ro :> \ o \ z \ qq0 \ nq q \ \ r \ / / PLAT OF SURVEY FOR: PHOENIX I 12 q 1 North GRAPHIC SCALE 30 0 15 30 I I I�I i ( IN FEET ) 1 inch = 30 ft. Certified To: 1) PHOENIX HOMES 2) 3) / / / / N69� / / 4o t V 0 4�o / THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAPSEC SEAL OF THE FLORIDA LICENSED SURVEYOR AND bfAP?FR NAMED E'ELOW. MArafEW CRO LE?; P-S.M.J7.214 \q0 \\SYN216\Drawings\Working Files\2013 JOBS\13-024 TARPON FLATS\LOTS\LOT 3\13-024-03 SP.dwg, 6/5/20192. &21 PM, HPD536D7(HP Des,,e T52024,n) ?L,,'4- :0- 19os-" 0390 Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR ® - TELEPHONE SERVICE PSM - PROFESSIONAL SURVEYOR & MAPPER ® - CABLE T.V. BOX LB - LAND SURVEYING BUSINESS ® - ELECTRIC BOX T. - CENTERLINE - LIGHT POST R - RADIUS - WELL L - LENGTH Yn®1 Y - HYDRANT A - DELTAANGLE - GATE VALVE E/P - EDGE OF PAVEMENT N - IRRIGATION VALVE B/C - BACK OF CURB CR - WATER METER B.M. - BENCHMARK US - SANITARY MANHOLE POC - POINT OF COMMENCEMENT ® - SANITARY SERVICE POB - POINT OF BEGINNING ® - SEPTIC TANK 0 - (PCP) PERMANENT CONTROL POINT - DRAINAGE MANHOLE PCP - PERMANENT CONTROL POINT - CURB INLET IB - (PRM) PERMANENT REFERENCE MONUMENT - SURFACE INLET PRIM- PERMANENT REFERENCE MONUMENT ® - MITERED END SECTION O - (IP) IRON PIPE - CONCEPTUAL DRAINAGE IP - IRON PIPE OAK TREE - STREET SIGN ® - (IRC) IRON ROD & CAP 23.5 - PROPOSED GRADE IRC - IRON ROD & CAP NAVD - NORTH AMERICAN VERTICAL DATUM O - (CM) CONCRETE MONUMENT - PALM TREE g Xy3 - TYPICAL ELEVATION CM - CONCRETE MONUMENT FD - n FOUND A/C - AIR CONDITIONER (M) - MEASURED CONC.- CONCRETE (P) - PLAT - PINE TREE F.F. - FINISH FLOOR (C) - CALCULATED. BSB - BUILDING SETBACK LINE E— - GUY WIRE EL./ELEV. - ELEVATION c.+ - WOOD UTILITY POLE R\W - RIGHT OF WAY AE - ACCESS EASEMENT AS - AS -BUILT UE - UTILITY EASEMENT x 1 I 1 ENSANG !'IVSERVABX „ h 0.,DB 18i4 PAGE 1651 J/ I SAFE UPLAND ELEV.= -0.36 FT. PIERCE CUT OTHERWISE PROTECTED AREA ESTABLISHED 11-16-1991 PER ROOD INSURANCE RATE MAP J1211100093 J, DATED FEBRUARY 16TH 2012 Report of Survey. (Project #13-024-3) • TYPE OF SURVEY: BOUNDARY h TOPOGRAPHIC • THIS SURVEY PERFORMED BY' MERIDIAN LAND SURVEYORS LB}6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE MATTHEW CROWLEY P.S.M./ 7214 • THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 04/30/19 • BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N221V39N FOR THE CENTERLINE OF SHORE SIDE DRIVE: SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED. • THIS SURVEY DOES NOT CERTIFY M THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. / 1 FDP/KNNAIIL&DSK\ PCP LB96905 AT POINT OF ELEV.=3.INTERSECTION 7TNAVD 1988 / EpSEN 11.YGE, 51p 23 p / fF.6 )5&'UBUTY \ ( EASEMENT \ 1'15- op \\ \ LSET IRG N6� r�oE��e59PP%DPPX B#6905 01 / \A��'M 6 g8\N06 oa ° x 6.64'o\�2FAM/LY6F-F.Ec11•�w- ' t4H'M 71'• _ o 15 M' " NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED M THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. " THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES 'AE-40'AND 'XP PER FLOOD INSURANCE RATE MAP 1121110DO93 J, DATED JAN. 6, 2012. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDETIC VERTICAL DATUM, (NGVD), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC S1R1rYING MONUMENT (NOS) P 633 ELEVATION 2.98' NGVD. " ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' ADDRESS: 3929 SHORE SIDE DRIVE z� u � VO z 6t 6905 q. A �\ G6.0 FFEL� `\\ TEpSE�ENjGE FD P/K NAIL & DISK PCP LB#6905 LEGAL DESCRIPTION: LOT 3, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA a North GRAPHIC SCALE 30 0 15 30 �( IN FEET ) 1 inch = 30 ft. Certified To: 1) PHOENIX HOMES 2) 3) vP I�t MERIDIAN TYPE: BOUNDARY & TOPOGRAPHIC REVISIONS PLAT OF SURVEY FOR: THIS SUR'./EY IS 117E VALID IMTHOUT THE SIGNATURE AND THE PROXCTjf 13-024-03 ORIGINAL RAISE SE'?L OF THE FLORIDA LICENSED SURVEYOR LED© �SuRVE=YOF+iS DATE: F.B.313 PG.78 AND MAfr'EF% NAMED i3tLOW. 17V INDIAROBE RIVER BLVD,2960 SUITE 201 DRAWN BY: B.R.2. 615119 REVSED PER S.Lco. COMMENTS BR PHOENIX qD VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX 772-794-1096 CHECKED BY M.C. 1- 516119 REVISED HOUSE DIMENSIONS BR EMAIL: INFO@MLS-I B6905.COM SCALE: 1'=30' SHEET 1 of 1 NO. DATE DESCRIPTION BY MATTHEW C ROWLE'Y. P.S.M.,,#7214 VQ� \\SYN216\DmwingsNWorking Files\2D13JOBS\13-024 TARPON FLATS\LOTS\LOT3\13-024-03 SP.dwg6/5/20192�4821 PM,HPD536D7(HPDe9ggn T52024m) a Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR ® - TELEPHONE SERVICE PSM - PROFESSIONAL SURVEYOR & MAPPER ® - CABLE T.V. BOX LB - LAND SURVEYING BUSINESS ® - ELECTRIC BOX T - CENTERLINE ' - LIGHT POST R - RADIUS ® - WELL L - LENGTH t7 - HYDRANT 16 - DELTAANGLE - GATE VALVE E/P - EDGE OF PAVEMENT N - IRRIGATION VALVE B/C - BACK OF CURB - WATER METER B.M. - BENCHMARK S - SANITARY MANHOLE POC - POINT OF COMMENCEMENT - SANITARY SERVICE POB - POINT OF BEGINNING pI®7l1 + - SEPTIC TANK 0 - (PCP) PERMANENT CONTROL POINT COJ - DRAINAGE MANHOLE PCP - PERMANENT CONTROL POINT - CURB INLET IN - (PRM) PERMANENT REFERENCE MONUMENT ® - SURFACE INLET PRM - PERMANENT REFERENCE MONUMENT ® - MITERED END SECTION 0 - (IP) IRON PIPE - CONCEPTUAL DRAINAGE IP - IRON PIPE OAK TREE - STREETSIGN IRO IRON ROD & CAP ( ) 23.5 PROPOSED GRADE IRC - O IRON ROD & CAP NAVD - NORTH AMERICAN VERTICAL DATUM - (CM) CONCRETE MONUMENT PALM TREE xy35 - TYPICAL ELEVATION CM - CONCRETE MONUMENT FD - FOUND A/C - AIR CONDITIONER (M) - MEASURED CONC.- CONCRETE (P) - PLAT - PINE TREE F.F. - FINISH FLOOR (C) - CALCULATED BSB - BUILDING SETBACK LINE E— - GUY WIRE EL./ELEV. - ELEVATION c0.2 - WOOD UTILITY POLE R\W - RIGHT OF WAY AE - ACCESS EASEMENT AB - AS -BUILT UE - UTILITY EASEMENT V I I I EXERNG COVSERVAAON O.R.R. 1814 PACE 1651 FT. PIERCE CUT OTHERWISE PROTECTED AREA ESTABLISHED 11-16-1991 PER ROOD INSURANCE RATE MAP 112111CO09J J, DATED FEBRUARY 167112011 Report of Survey. (Project #13-024-3) • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS lB#6905 1717 INDIAN RIVER BOULEVARD, STATE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: MATTHEW CROWLEY P.S.N./ 7214 • THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 04/30/19 • BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N2TV39'W FOR THE CENTERLIME OF SHORE SIDE DRIVE. SAID BEARING IS IDENIICAL WITH THE PLAT TO BE RECORDED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEIAETrTS UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OV ERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LAND SHONN HEREON APPEARS TO BE IN FLOOD ZONES 'AE-4.0-AND T PER FLOOD INSURANCE RATE MAP #121110DO93 J, DATED JAN. 6, 2012. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOMM VERTICAL DATUM, (NGVD), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 2.98' NGVD. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' ADDRESS: 3929 SHORE SIDE DRIVE " LEGAL DESCRIPTION: LOT 3, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA North GRAPHIC SCALE 30 0 15 30 1 I ( IN FEET ) 1 inch = 30 ft. Certified To: 1) PHOENIX HOMES 2) 3) MERIDIAN TYPE. BOUNDARY & TOPOGRAPHIC REVISIONS PLAT OF SURVEY FOR: PROXCTf 13-024-03 THIS SURVEYIS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISCv SEAL OF THE FLORIDA LICENSED SURVEYOR —CA ESURVEYORS DATE F.B.313 PG.78 AND MAPPER NAWED BELOW. 1717 INDIAN RIVER BLVD, SUITE 201 DRAWN BY:B.R. 2. 6/5/19 REVISED PER S.L.co. COMMENTS BR PHONE:O77B2- 94-1213, FA�Xo7722 794-1096 CHECKED BY.- M.C. 1. 5/6/19 REVISED HOUSE DIMENSIONS BR pHOHNIX 9 , 05o EMAIL: INFO@MLS-I B6905.COM SCALE.- 1'=30' SHEET 1 of 1 I NO. DATE DESCRIPTION BY MATTHEW CRO' Lc , P.S.M.,jF7214 1qD� a t \\SYN216\Drawings\Working FiW\20131DBS\13-04TARPON FLATS\LOTS\LOT3\13-024-03_SP.dw 6/512019Z4 I Pµ HPD536W(HPDnsgnjw T5W24in) /dos - a35�0 Legend & Abbreviations: (symbols riot scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR ® - TELEPHONE SERVICE PSM - PROFESSIONAL SURVEYOR & MAPPER ® - CABLE T.V. BOX LB - LAND SURVEYING BUSINESS ® - ELECTRIC BOX a - CENTERLINE LIGHT POST R - RADIUS 0 - WELL L - LENGTH V - HYDRANT A - DELTA ANGLE - GATE VALVE E/P - EDGE OF PAVEMENT - IRRIGATION VALVE BIC - BACK OF CURB - WATER METER B.M. - BENCHMARK S - SANITARY MANHOLE POC - POINT OF COMMENCEMENT - SANITARY SERVICE POB - POINT OF BEGINNING per® - SEPTIC TANK 0 - (PCP) PERMANENT CONTROL POI NT (�J - DRAINAGE MANHOLE PCP - PERMANENT CONTROL POINT - CURB INLET 19 - (PRM) PERMANENT REFERENCE WONUMENT ® - SURFACE INLET PRM - PERMANENT REFERENCE MONUMENT ® - MITERED END SECTION O - (IP) IRON PIPE CONCEPTUAL DRAINAGE IP - IRON PIPE OAK TREE - STREET SIGN ® - (IRC) IRON ROD & CAP 23.5 - PROPOSED GRADE IRC - IRON ROD & CAP14 NAVD - NORTH AMERICAN VERTICAL DATUM III - (CM) CONCRETE MONUMENT 0 -PALM TREE jJ5!5 TYPICAL ELEVATION CM - CONCRETE MONUMENT FD - FOUND A/C _ AIR CONDITIONER (M) - MEASURED, CONC.- CONCRETE (P) - PLAT %F£ - PINE TREE F.F. - FINISH FLOOR (C) - CALCULATED BSB - BUILDING SETBACK LINE E— - GUYWIRE EL./ELEV. - ELEVATION CO, _ WOOD UTILITY POLE R\W - RIGHT OF WAY AE - ACCESS EASEMENT AB - AS -BUILT UE UTILITY EASEMENT \ I I I MERIDIAN LAN® SURVEYORS 1717 INDIAN RIVER E3LVD, SUITE 201 VERO BEACH, FL.:32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: INFO@ML 5—LB6905.COM / Report of Survey. (Project #13-024-3) * TYPE OF SURVEY: BOUNDARY do TOPOGRAPHIC * THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB16905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURWYOR ✓@ MAPPER IN RESPONSIBLE CHARZ- MATTHEW CROWLEY P.S.M.J 7214 * THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 08/1/19 * BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N2230'39'W FOR THE CENTERLINE OF SHORE SIDE DRIVE. SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED. * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. v�1 �"t / �---4- FDP/KNNAIL & DISK \ * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT—OF—WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES 'AE-4.0"AND OX" PER FLOOD INSURANCE RATE MAP }12111COO93 J, DATED JAN. 6, 2012. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GDEDETIC VERTICAL DATUM, (NGVD), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 2.98' NGVD. * ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. BUILDING SETBACKS (BSB): FRONT — 25' REAR — 15' IN SIDES — 7.5' ADDRESS: 3929 SHORE SIDE DRIVE P/K NAIL & DISK P LB#6905 PCP LB#6905 INTERSECTION �N Y ELEV.=3.8T NAVD 1988 \ F�,11L cE . F• (Np 5' 10' UTILITY & EASEMENT EXISTING CAY.SERYAIION EkgWENT, I \ O.R.B. 1814, PAGE 1651 \' l\ SET IRC NOV �\ _ET � I SAFE UPLAND /lN£_ ELEV.= -O.JO / 6� FT. PIERCE CUT 07HERINE PROEC7E11 AREA ESTABLISHED 11-16-1991 PER FLOOD INSURANCE RA]E MAP P211IC009J J, DATED fFmIARY 167H 2O12 u\ o°\`o\ m FOR BOARDS • No OF FORMS ANI\ TOP ELEV =6.40' m m q D 5181R � \ F � 5`�90 i \ / \\ 1Ep5�M�tGE \ — c TYPE: BOUNDARY & TOPOGRAPHIC _ PROJECT# 13-024-03 ®DA7E F.B.313 PG.78 3. DRAWN BY.• B.R. 2• CHECKED BY M.C. 1 SCALE: 1 "=30' SHEET: 1 of 1 NO. REVISIONS 812119 FORMBOARD MC 615119 REVISED PER S.L.co. COMMENTS BR 516119 REVISED HOUSE DIMENSIONS BR DATE DESCRIPTION BY 4 C NON OE UG11 F•F " LEGAL DESCRIPTION: LOT 3, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA PLAT OF SURVEY FOR: , ill a)1V)n 'ii,l PHOENIX ��� au, _�to�G?luliaiil, \ North GRAPHIC SCALE 30 0 15 30 I I I I ( IN FEET ) 1 inch = 30 ft. Certified To: 1) PHOENIX HOMES 2) 3) / / / THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RA75Ezr'Y SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. MA -THEW CROWLEY P.S.M.17214 Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR ® - TELEPHONE SERVICE PSM - PROFESSIONAL SURVEYOR & MAPPER ® - CABLE T.V. BOX LB - LAND SURVEYING BUSINESS ® - ELECTRIC BOX O. - CENTERLINE - LIGHT POST R - RADIUS 0 - WELL L - LENGTH Y - HYDRANT 0 - DELTA ANGLE - GATE VALVE E/P - EDGE OF PAVEMENT - IRRIGATION VALVE BIC - BACK OF CURB ® - WATER METER B.M. - BENCHMARK OO - SANITARY MANHOLE POC - POINT OF COMMENCEMENT ® - SANITARY SERVICE POB - POINT OF BEGINNING ® - SEPTIC TANK 0 - (PCP) PERMANENT CONTROL POINT OD - DRAINAGE MANHOLE PCP - PERMANENT CONTROL POINT - CURB INLET B] - (PRM) PERMANENT REFERENCE MONUMENT ® - SURFACE INLET FIRM - PERMANENT REFERENCE MONUMENT EN - MITERED END SECTION O - (IP) IRON PIPE - CONCEPTUAL DRAINAGE IF - IRON PIPE OAK TREE �- - STREET SIGN 0 - (IRC) IRON ROD & CAP 23.5 - PROPOSED GRADE IRC - IRON ROD & CAP NAVD - NORTH AMERICAN VERTICAL DATUM O - (CM) CONCRETE MONUMENT PALM TREE xV 5 - TYPICAL ELEVATION CM - CONCRETE MONUMENT A/C - AIR CONDITIONER FD - FOUND (M) - MEASURED CONC.- CONCRETE (P) - PLAT - PINE TREE F.F. - FINISH FLOOR (C) - CALCULATED BSB - BUILDING SETBACK LINE - GUY WIRE EL./ELEV. - ELEVATION co, _ WOOD UTILITY POLE R\W - RIGHT OF WAY AE - ACCESS EASEMENT AB - AS -BUILT UE - Report of Survey: (Project #13-024-3) * TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC * THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB/6905 1717 INDIAN RIVER BOULEVARD, SUITE 201 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: MATTHEW CROWLEY P.S.M.,# 7214 * THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS. 04/30/19 * BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N2230'39'W FOR THE CENTERUNE OF SHORE SIDE DRIVE' SAID BEARING IS IDENTICAL WITH THE PLAT TO BE RECORDED. * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. UTILITY EASEMENT ( art c� i MERIDIAN LAND SuRvl=lfoRB 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 P140NE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET EXISMG CONSER�ANON O.R.B. 1814, PAGE 1651 I � ' / � 1 _ BENCHMARK ` 1 SI El EV: 3.8 FAMIL, E E5ID4NC 6•23 VN) 5'X10' UDI f,'SEMENT SAFE UPLAND ELEV.= -0.30' FT. PIERCE CUT OTHERWISE PR07ECIED AREA ESTABLISHED 11-16-1991 PER FLOOD INSURANLT RATE MAP #12111CO93 J, DATED FEBRUARY 16TH 2O12 TYPE: BOUNDARY & TOPOGRAPHIC PROJECT# 13-024-03 ® DATE F.B.313 PG.78 DRAWN BY: B.R. CHECKED BY M.C. 1• SCALE: 1 "=30' SHEET. 1 of 1 N0. 516119 DATE * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X' PER FLOOD INSURANCE RATE MAP #12111C0093 J, DATED JAN. 6, 2011 * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDETIC VERTICAL DATUM, (NGVD), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 2.98' NGVD. * ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' ADDRESS: 3929 SHORE SIDE DRIVE FD PIK NAIL & DISK PCP LB#6905 TION \� 1988 \ P•E t& s �. 4.11 �'E• 3.8 10 ao 0 lw=- > . P _,qFO PR0'G pPO. �axxz � o x 6.64LOT 3 \ o� PROPOSED SIM FAMILY RESIDE/ F.F. ELEV.=6., '\ CP o 4.60' 11. \ \m q9 �\ts �'• N6''2915e \ \ �3• B . rr'71' SEZ "90 20' \ \, \ REVISIONS x LEGAL DESCRIPTION: LOT 3, TARPON FLATS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY. FLORIDA V NO \ p.E PLAT OF SURVEY FOR: RECEIVED _ PHOENIX MAY 15 208 REVISED HOUSE DIMENSIONS BR Permitting oepadmw sr I,,cr�c-Mlin¢y DESCRIPTION BY N orth GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. Certified To: 1) PHOENIX HOMES 2) 3) / / / / / V P.0%, THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. SCANNED BY St. Lucie County MATTHEW CROWLEY, P.S.M.#7214 1O/) f) U Z:\Workino Flies\2013 JOBS\13-024 TARPON FLATS\LOTS\LOT 3\13-024-03 SPAwP. 5/6/20192:57:16-PM. HP Den.niet T520 24in PCLO6 /f 0 5'-0590. Legend & Abbreviations: (symbols not scaleable for size) Report of Survey: (Project #13-024-3) PLS - PROFESSIONAL LAND SURVEYOR ® - TELEPHONE SERVICE • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC PSM - PROFESSIONAL SURVEYOR & MAPPER ® - CABLE T.V. BOX LB - LAND SURVEYING BUSINESS ® - ELECTRIC BOX • THIS SURVEY PERFORMED BY: & CENTERLINE # LIGHT POST MERIDIAN LAND SURVEYORS LB#6905 R RADIUS 9 WELL 1717 INDIAN RIVER BOULEVARD, SUITE 201 L LENGTH O HYDRANT VERO BEACH, FLORIDA 32960 A - DELTA ANGLE - GATE VALVE E/P EDGE OF PAVEMENT N IRRIGATION VALVE • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE B/C - BACK OF CURB WATER METER B.M. - BENCHMARK 9 - SANITARY MANHOLE MATTHEW CROWLEY P.S.M.# 7214 POC - POINT OF COMMENCEMENT ® SANITARY SERVICE • THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS FOS - POINT OF BEGINNING 0 SEPTIC TANK OF PRACTICE , AS ESTABLISHED IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CODE. 0 - (PCP) PERMANENT CONTROL POINT l®�?J DRAINAGE MANHOLE PCP PERMANENT CONTROL POINT CURB INLET • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS p - (FIRM) PERMANENT REFERENCE MONUMENT M - SURFACEINLET THEREOF. PRM - PERMANENT REFERENCE MONUMENT ® - MITERED END SECTION O - (IP) IRON PIPE CONCEPTUAL DRAINAGE • THE LAST DATE OF FIELD WORK WAS: 08/1/19 IP - IRON PIPE J"'A STREET SIGN OAK TREE • BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N22'30'39'W FOR THE CENTERLINE ® - (IRC) IRON ROD &CAP � 23.5 - PROPOSED GRADE OF SHORE SIDE DRIVE; SAID BEARING IS IDENTICAL W1TN THE PLAT TO BE RECORDED. IRC - IRON ROD & CAP NAVD - NORTH AMERICAN VERTICAL DATUM E l - (CM) CONCRETE MONUMENT PALM TREE 035 TYPICAL ELEVATION • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND CM - CONCRETE MONUMENT A/C - AIR CONDITIONER -__--7 UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. FD - FOUND CONC.- CONCRETE RIE 1E EIS (M) - MEASURED (P) PLAT PINE TREE F.F. - FINISH FLOOR (C) - CALCULATED BSB - BUILDING SETBACK LIN SEP E-- - GUY WIRE EL./ELEV. - ELEVATION 5 20i9 cp,, - WOOD UTILITY POLE R\W - RIGHT OF WAY Permitting AE - ACCESSEASEMENT AB - AS -BUILT /Department UE - UTILITY EASEMENT St LLf;C� Iq()/'!.� /. I � yPC�t 1 \ JE1K NAIL B AISK \ / g1511c� �x M�,L-d his oivea� V.6 1 c��Gil�(� � Ck. �G►1� MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: INFO@MLS-LB6905.COM EXISTING CLIV ERVAROV O.R.B. 1814, PACE 1651 /,I SAFE UPLAND DINE ELEV.= -O.JO FT. PIERCE CUT 07HERNY PROTECTED AREA ESTABLISHED 11-16-1991 PER ROOD INSURANCE RATE MAP 112111CO09J J, DATED fEBRUARY 16TH 1012 pR(\IIE,— %,OlG a ELEV.=3. / \ EpSEN' SINILY ESDE fi 23 (NP�)£AlMEN SET IRC 61' 6� 0 m \ 3.80 o ' 51g\R TYPE. BOUNDARY & TOPOGRAPHIC PROJECT# 13-024-03 ®DATE: F.B.313 PG.78 3. 812119 DRAWN BY' B.R. 2. 615119 CHECKED BY' M.C. 1. 516119 SCALE. 1"--30' SHEET. 1 of 1 NO. DATE REVISIONS FORMOBOURDS TOP OF FORMS ELE✓.=6.40' • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. • NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED. • UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. • LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES 'AE-4.0"AND 'X" PER FLOOD INSURANCE RATE MAP J12111CO093 J. DATED JAN. 6, 2012. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEEDETIC VERTICAL DATUM, (NGVD), OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 2.98' NGVD. • ALTHOUGH BASED ON THE BEST AVAILABLE INFORMATION, THE BUILDING SETBACKS SHOWN HEREON ARE NOT CERTIFIED TO AND MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. BUILDING SETBACKS (BSB): 'LEGAL DESCRIPTION: FRONT - 25' REAR - 15' MIN. LOT 3, TARPON FLATS SUBDIVISION, SIDES - 7.5' ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 69, PAGE 27, OF ADDRESS: 3929 SHORE SIDE DRIVE THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA N61 \ rn � L��uGP55 G F F EL'6 / 1Ep�MENtGE FORMBOARD MC -VISED PER S.L,co. COMMENTS BR REVISED HOUSE DIMENSIONS BR DESCRIPTION BY P/K NAIL & DISK ILB#6905 9 LOT 1 I r VACANT 3 r 010' URLNY _--EASEMENT PLAT OF SURVEY FOR: SCABNY E® PHOENIX St. LucieCoumy 005- D 390 vo 418 North GRAPHIC SCALE 30 0 15 30 ( IN FEET ) inch = 30 ft. Certified To: 1) PHOENIX HOMES 2) 3) L� i / / -4 / / 11 21.E N6�� / THIS SURVEY IS .NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AN U M ER NAMED BELOW. qq�� MATTHEW CROWLEY, P.S.M.#7214 _ _ .