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HomeMy WebLinkAboutApproved SurveyS L-c- - _�Ib3- 0 39g Legend Ac Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER `� - WOOD UTILITY POLE La - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE a - CENTERLINE © - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH POST - DELTA ANGLE _ WELL E/P - EDGE OF PAVEMENT - HYDRANT B/C - BACK OF CURB - GATE VALVE B.M. - BENCHMARK - IRRIGATION VALVE POC - POINT OF COMMENCEMENT - WATER METER POB - POINT OF BEGINNING - SANITARY MANHOLE O - (PCP) PERMANENT CONTROL POINT @ - SANITARY SERVICE PCP - PERMANENT CONTROL POINT - SEPTIC TANK IS - (PRM) PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT Oil - CURB INLET O - (IP) IRON PIPE ® - SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION 0 - (IRC) IRON ROD & CAP - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP - STREET SIGN E7 - (CM) CONCRETE MONUMENT 235 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND yg35 - TYPICAL ELEVATION (M) - MEASURED e - PINE TREE A/C - AIR CONDITIONER (P) - PLAT iY CONC. - CONCRETE (C) - CALCULATED CA �� F.F. - FINISH FLOOR (OA) - R/W - OVERALL _ RIGHT OF WAY OAK TREE BSB - BUILDING SETBACK LINE (R) - RADIAL ;J' EL/ELEV. - ELEVATION (NR) - NON -RADIAL - PALM TREE R\W - RIGHT OF WAY J AB - AS -BUILT P/K - PARKER-KALON Report Of Survey. (Project #13-024-2) * 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 8c MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M.# 5755 * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. * 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: 04/25/17 ' THE BEARING BASE FOR THIS SURVEY IS N2230'390W ALONG THE CENTERLINE OF SHORE SIDE DRIVE, AS SHOWN ON THE PLAT THEREOF. * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * 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' AND 'AE-4' PER FLOOD INSURANCE RATE MAP 02111CO093 J, DATED FEB. 16, 201Z * THE E_EVA110NS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM, (NAVD), OF 1988. THE PRIMARY BENCHMARK FOR THIS SURVEY IS A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD. * THE CONVERSION FACTOR FOR NGVO 1929 TO NAVD 1988 IS-1.483'. THIS WAS DETERMINED USING CORPSCON FOR WINDOWS 6.0.1. * 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. * ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. (-BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' ADDRESS: 3933 SHORE SIDE DRIVE Line Table LINE LENGTH BEARING L1 31.25' S86'37'49"E L2 46,04' N22'30'39'W L3 20.00' N67°29'21"E GRAPHIC SCALE zo o io zo I I I I ( IN FEET ) 1 inch =20 ft. North * LEGAL DESCRIPTION: LOT 2, 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 Certified To: 1) 2) 3) Curve Table CURVE LENGTH RADIUS DELTA CH.BEARING CH.LENGTH C1 20.33' 45.00' 1 25"52'50" S9'34'14"E 20.15' \ \ LOT 1 / \ (VACANT) \ � � \� GE v / LB#&905RC \ PIE PROPOSED 1 LOT 11 FT. PIERCE CUT \ 10 SEMENI i y1a`R v VACANT EP P�#69p5 <�s• isb 384 5' SIDEWALK I ( ) BSB 9',1 J 83'07 396, o\ I 3g2518 VRG 5 / EXISTING CONSERVATION EASEMENT, \ 1g. �� N67 2s 2 Rej i 0� z\ 27.15 ORR 1814, PAGE 1651 o \ / BENCHMARK y' 14O • a 3.11 \ / FD P/K NAIL & DISK a.. w. a PCP LB#6905 /nE 7116 6.67 LOT 2 \ �_� 380 INTERSECTION 21 N \n \ / ELEV.=3.89' NAVD 1988 9 , z\ FORMBOARD'�. \ N \ LOCA TION 6.17TOP OF' W N 318 SAFE UPLAND LINE ® \ FORMS \ \ \ 'f�o j 3 N / WETLAND/ SHOREL/NE CONSERVATION EASEMENT i \ �\ x�' ELEV. =6.23' rF N (CROSS -HATCHED AREA) \< (NAVD) � \ o M \M N \W 11'00Ilk\ W 2 20 49 50 p67 0 .•� M c 1 6. 5'X10U UTY N �NgRo EN1 i N67"29 5'X10' UTILITY \ \ \ EASEMENT EASEMENT 51 \ m OTHERWISE PROTECTED AREA ' 2�t ,� 6 r �e#69p5 pq1 s1 L le cit' F N� ESTABLISHED 11-16-1991 60 .21 \ 9Poe ccEss o PER FLOOD INSURANCE RATE MAP 12111C0093 J • "E 10 P N \ N o & # N67 \ \ �O AN EASEME o \< 10 FCCEEpSE001 DATED F19RUARY 16TH 2O12 \ < ) & N1�U� \ D \\ \ q LOT12 (OCCUPIED) J \ \ F.F. ELEV.=7.79(NGVD) \ �2 ACp /� (�� TYPE: BOUNDARY & TOPOGRAPHIC REVISIONS PLAT OF SURVEY FOR: 1 V ICf-iI®�l'�i �161 PROJECT# 13-024-02 THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND SURVEYORS DA1E:02/27/17 F.B. 260 PG. 23 AND MAPPER NAMED BELOW. 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 DRAWN BY. D.B. 2. 04/25/17 FORMBOARD CHB PHOENIXREALTYHOMES, HNC PHONE: 772-794-1213, FAX: 772-794-1096 CHECKED BY. C.H.B. 1. 03129117 SHOW WETLAND HATCH CHB EMAIL: INFO@MLS-LB6905.COM SCALE: 1 "=20' SHEET, 1 Of 1 NO. DATE DESCRIPTION BY CHARLES H. BLANCHARD, P.S.M.#5755 L1W files OJOBSI3UN_T N FgTSOTOLLOTZM.?•P"6 F&M% �.�15'. ZY PM 110 Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE a - CENTERLINE ® - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH - LIGHT POST di - DELTA ANGLE ® - WELL E/P - EDGE OF PAVEMENT O - HYDRANT B/C - BACK OF CURB D4 - GATE VALVE B.M. - BENCHMARK >9 - IRRIGATION VALVE POC - POINT OF COMMENCEMENT - WATER METER POB - POINT OF BEGINNING S - SANITARY MANHOLE o - (PCP) PERMANENT CONTROL POINT ® - SANITARY SERVICE PCP - PERMANENT CONTROL POINT - SEPTIC TANK 09 - (PRM) PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT Jim - CURB INLET O - (IP) IRON PIPE ® - SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION 0 - (IRC) IRON ROD & CAP - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP - STREET SIGN O - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAND - NORTH AMERICAN VERTICAL DATUM FD - FOUND alb - TYPICAL ELEVATION (M) - MEASURED - PINE TREE A/C - AIR CONDITIONER (P) - PLAT CONC.- CONCRETE (C) - CALCULATED F.F. - FINISH FLOOR R/W - /W - OVERALL �,` RIGHT OF WAY q""f OAK TREE BSB - BUILDING SETBACK LINE (R) - RADIAL EL/ELEV. - ELEVATION (NR) - NON -RADIAL - PALM TREE R\W - RIGHT OF WAY r4 , AB - AS -BUILT P/K - PARKER-KALON FT. PIERCE CUT Report of Survey: (Project #13-024-2) • TYPE OF 'qURVEY: 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 CHARLES H. BLANCHARD P.S.M.,# 5755 ■ THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. • THIS SURVEY MEETS OR EXCEEDS ALL APPUCABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE , AS ESTABUSHED 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: 02/21/17 • THE BEARING BASE FOR THIS SURVEY IS N2230'39W ALONG THE CENTERUNE OF SHORE SIDE DRIVE, AS SHOWN ON THE PLAT THEREOF. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • 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 `l �... .\ �\ \ LOT 1 EXISTING CONSERVATION EASEMENT O.R.B. 1814, PAGE 1651 \ (VACANT) •� � / � Rp1NP�E V T EPSEMEN • o' o \ / N cn 51 �/ NE 71.16 0 OTHERWISE PROTECTED AREA ESTABLISHED 11-16-1991 PER FLOOD INSURANCE RATE MAP 112111CO09J J, DATED FEBRUARY 16TH 2O12 MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SLTITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX:.772-794-1096 EMAIL: INFO@MLS-LB6905.COM ip Fi Z:\WOM=131OBS\13-024TM NF"TSUTS3-0 LOT 2\32e 2-SP.d", 316/20171:16:10 PK HP0 W70iPO jtM202M)(CW1) • 60-21 N61 \ TYPE. BOUNDARY & TOPOGRAPHIC PROJECT# 13-024-02 ® DATE02/27/17 F.B. 260 PG, 23 DRAWN BY D.B. CHECKED BY. C.H.B. SCALE: 1 "=20' SHEET.- 1 of 1 NO. * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X' AND 'AE-4' PER FLOOD INSURANCE RATE MAP #12111C0093 J. DATED FES. 16, 2012 * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM, (NAVD), OF 1988. THE PRIMARY BENCHMARK FOR THIS SURVEY IS A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD. * THE CONVERSION FACTOR FOR NGVO 1929 TO NAVD 1988 IS-1.483'. THIS WAS DETERMINED USING CORPSCON FOR WINDOWS 6.0.1. • 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. * ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' ADDRESS: 3933 SHORE SIDE DRIVE, PROPOSED CONC. ABC PAD / tLEV.5.8d 0 P� P L1 a#6 Ass • a . . ...39• . .. � . . � w �\yam "< .. 14 00 1.00, X. �� « a ✓2 too' . -ENTRY - 0.00;:< .......... E .p y OT 2SINGIc l? OSEDESipE 20, .o b9 �� GP�VON ww .. t 61 21 � 106. LOT 3 (VACANT) REVISIONS DATE I DESCRIPTION I BY 3500 / FD 5/8" IRC LB#6905 35 Line Table LINE LENGTH BEARING L1 31.25' S86°37'49"E L2 1 45.04' N22°30'39'W L3 20.00' N67°29'21"E PROPOSED 5' SIDEWALK 3 g9 n F21 E 61 29 , �A.00 0 5'X10' UXITY \ EASEMENT \ 310 L3 N • N ti W 0 in 0 a \ u� \ o0 � m 0 A EMENT 7Z � -A PLAT OF SURVEY FOR: PHOENNREALTYHOMES, INC GRAPHIC SCALE zo a is zo I I I I ( IN FEET )J 1 inch = 20 ft. North ' LEGAL DESCRIPTION: LOT 2, 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 Certified To: 1) 2) 3) Curve Table CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH C1 20.33' 45.00' 25-52-50" S9°34'14"E 20.15' LOT 11 (VACANT) BENCHMARK FD P/K NAIL & DISK PCP LB#6905 / AT POINT OF INTERSECTION / ELEV.=3.89' NAVD 1988 \ 5'X10' UTILITY \ EASEMENT to Nc6sssE001 Owl I LOT 12 F. F- E EV. U7.79( GVD) THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. CHARLES H. BLANCHAP,D, a I L Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER ® WOOD UTILI LB - LAND SURVEYING BUSINESS _ SERVICE It - CENTERLINE ® - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH - LIGHT POST A - DELTA ANGLE ® - WELL E/P - EDGE OF PAVEMENT - HYDRANT B/C - BACK OF CURB - GATE VALVE B.M. - BENCHMARK - IRRIGATION VALVE POC - POINT OF COMMENCEMENT 6J - WATER METER POB - POINT OF BEGINNING S - SANITARY MANHOLE 0 - (PCP) PERMANENT CONTROL POINT ® - SANITARY SERVICE PCP - PERMANENT CONTROL POINT - SEPTIC TANK 17 - (PRM) PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT - CURB INLET O - (IP) IRON PIPE ® - SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION 0 - (IRC) IRON ROD & CAP - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP v - STREET SIGN ID - (CM) CONCRETE MONUMENT 2S5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FO - FOUND .4135 - TYPICAL ELEVATION (M) - MEASURED - PINE TREE A/C - AIR CONDITIONER (P) - PLAT CONC.- CONCRETE (C) - CALCULATED F.F. - FINISH FLOOR (OA) - R/W - OVERALL OAK TREE RIGHT OF WAY BSB - BUILDING SETBACK LINE (R) - RADIAL EL./ELEV. - ELEVATION (NR) - NON -RADIAL - PALM TREE R\W - RIGHT OF WAY AB - AS -BUILT P/K - PARKER-KALON Report of Survey: (Project #13-024-2) • 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 CHARLES H. BLANCHARD P.S.M.,y 5755 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,5DO. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF "HIS ACCURACY REQUIREMENT. • 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: 02/21/17 ` THE BEARING BASE FOR THIS SURVEY IS N2230'39'W ALONG THE CENTERLINE OF SHORE SIDE DRIVE, AS SHOWN ON THE PLAT THEREOF. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. • 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 CUENT. • THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X' AND 'AE-4' PER FLOOD INSURANCE RATE MAP J12111CO093 J, DATED FEB. 16, 2012. ` THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM, (NAVD), OF 1988. THE PRIMARY BENCHMARK FOR THIS SURVEY IS: A NATIONAL GEODETIC SURVEYING MONUMENT (NGS) P 633 ELEVATION 1.49' NAVD. ` THE CONVERSION FACTOR FOR NGVD 1929 TO NAVD 1988 IS-1.483'. THIS WAS DETERMINED USING CORPSCON FOR WINDOWS 6.0.1. • 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. • ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. e'BUILDING SETBACKS (BSB): FRONT - 25' REAR - 15' MIN. SIDES - 7.5' ADDRESS: 3933 SHORE SIDE DRIVE Line Table LINE LENGTH BEARING L1 31.25' S86°37'49"E L2 45,04' N22°30'39'1N L3 20.00' N67°29'21"E GRAPHIC SCALE zo o ,o zo I I I I ( IN FEET) 1 inch = 20 ft. North ` LEGAL DESCRIPTION: LOT 2, 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 Certified To: 1) 2) 3) Curve Table CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH C1 20.33' 45.00' 25°52'50" S9°34'14"E 20.15' \ L o T 1 �P,qR��OPOSED CONC. \ (VACANT) C E"LEV.S80' / \ `r 0 69 IRC LB L8#6905 FT. PIERCE CUT ! / \ 10 �R ENT / `�- ,y PROPOSED L o T 1 EpSEM eo5690 x L1 3 9 5' SIDEWALK I (VACANT) \ � �' �S• v .76' 38 nE 0 \ / / 83.01 EX/STING CONSERVATION EASEMENT, O.R.B. 1814, PAGE 1651 /'•/ \6g�5 g,84 w.... D \ BENCHMARK / w 3 14.0 `o y.11 \ / FD P/K NAIL & DISK y o_ PCP LB#6905 AT POINT OF x 3 6•gi'a INTERSECTION \ ; / ELEV.=3.89' NAVE 1988 00 1.40:. ENTRY 1.00\ \ �p 1.00' \ ,I ' ` \ '>�. • riTd " ZNC35.00 x� 200g INE � x� IY R PMiwo 67 0 6 \ \ 5'X10' UTILITY \ \ GM\cP � � 10 ' \ \N�pRENI 22'� ° N67 2g 21 E 5'X10' UTILITY \ \ IU1 \ EASEMENT FAIN, SETBACK RFQ, � ` � G EASEMENT �_ 73 FRONT 0.92 SE�69 5 \ 3 tT1 CNA SIDEs Via' OTHERWISE PROTECTED AREA 6'SIDES 2 j1 W 6 \ , �� m AEAA-` ESTABLISHED 11-16-1991 / 60.2� �CESS N_ o PER FLOOD INSURANCE RATE MAP 11211IC0093 ✓, � "E \ \ LOT 3 1C F MEND \ o o D\� �CESS MEN1 TNG. DATED FEBRUARY 16TH 2O12 . N6� \ (VACANT) & U¶���y EpSE \ a v �, 1Uji��y EPSE \ \ \ LOT 12 �o° \ (OCCUPIED) � \ \ �i F.F. ELEV.=7.79(NGVD) Cpp //�� TYPE: BOUNDARY & TOPOGRAPHIC REVISIONS PLAT OF SURVEY FOR: THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE MERIDIAN PROJECT# 13-024-02 ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR Lf1iV© SuRVEY0R3 DATE:02/27/17 F.B. 260 PG. 23 AND MAPPER NAMED BELOW. 1717 INDIAN RIVER BLVD, SUITE 201 DRAWN BY. D.B. I'HONE:VERO BEACH, FL FAX0 LB 794-1096 CHECKED BY: C.H.B. l HOElVl�l 1lL'!1L1 1 HO7�1LS INC�GA t EMAIL: INFO@MLS-LB6905.COM CHARLES H. BLANCHARD, P.S 7 - SCALE: 1 "=20' SHEET. 1 of 1 N0. DATE DESCRIPTION BY dV