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Home My WebLink AboutSURVEYST sys, O 518"IRC FDAF,6" 67 49. 915. moo. 4 1 /y �•91 ti�h /e Oh�1b / 4) 594' WALL 5 (7, Srayy flfl qq @I�''��1 69S MMED E bb p/o AQ yFpp gY y .� St. (Lucie County North O LOT F SEPTIC TANK FD 5/8" IRC� J m (OCCUPIED) PSM 441 a °w F.F. EL. =7.09' 4.32/�= 4' CHAIN LINK FENCE 582-08'19"W 105.45'(P) 5 48' • 5.92' Coma POOL PAO E[E¢ 6J9' 5.91' 'SLOT E 2 STORY 5/NGLE FAMILY RESIDENCE 4 18 ABOVE "... CROWN OF ROAD, (£LEV.=6.80') 1 5 � i 5 9' \ 4. IX O WOOD DOCK 4 I }' "J0 .�. EDGE OF PA VCR n( DRIVEWAY Cv F2 \ J " V FD 5/ C -4416 • 500, y 9 QU . 4.57• FD PK NAIL & DISK e 25•j4 i ,yA� ILLEGIBLE •. \� BRICK PAVER a p0 �m DRIVEWAY >, r EI °o moo. 1 C PSM-40 0.53'E & 0.32'S / 575 y�\ S£PRC TANK/ , y Aso \ /y0 • 6.00a 0 C MEAN HIGH WATER LINE ELEVATION=0.54' NAVD '88 C, FIELD DATE 01-28-16 G�, ' LEGAL DESCRIPTION: LOT E, BLOCK 2, QUEENS COVE UNIT 1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOM 1, PAGE 12, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. E SETBACKS (BSB): FRONT - 25' SIDES - 10' REAR - 15' EEN GUINEVERE COURT PLAT OF SURVEY FOR: TYPE: BOUNDARY & TOPOGRAPHIC PROJ. NO. 16-041 LOT-E, BLK-2 DWN. BY: C.H.B. CKD. BY: C.H.B. THIS PLAT AND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. \ U sEPTjC LANK � & BENCHMARK /) �� (j , EZE V—,Aj3' �, / (NOW 1929) bb h SEPT/C TANK ;ry�,b �1 50' 50' SETBACK TO SURFACE WATER 50' RADIUS 0 5;- WOOD FENCE 5.97' FD 12' IRC RLS-2391 59B LOT D (OCCUPIED) FF. EL. =6.78' Curve Table CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH C1 (M) 64.48' 50.00, 73°53'13" S21°40'21"E 60.10' C1 (P) 64.35' 50.00' 73°44'24" GRAPHIC SCALE 30 0 15 30 ( IN FEET ) 1 inch = 30 ft. DATE: 07/22/16 F.B.243 PG.17 SCALE: V = 30' MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE.201 VERO BEACH, FL. 32960 LBH6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905 a BELLSOUTH.NET 1 Wog ny f.h..E111R II1Bi IV..O.�VNOFNIII_QUFENSfOVf'Ifi�pfI S1A8AINPltiv.9 E/E6/EOIB9Ei E6 N6� PG 1 Report of Survey: (Project #16-041 LOT—E, l3LK-2) s • 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.# 5755 I • 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, FLORIDA ADMINISTRATIVE CODE. • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 02122118 • BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF S 31°31'45' W FOR THE CENTERLINE OF QUEEN GUINEVERE COURT. • 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 •AE-5 PER FLOODINSURANCE RATE MAP #12111C0089 J, DATED FEB. 16, 2012. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDETIC VERTICAL DATUM, (NGVD) OF 1929. THE PRIMARY BENCHMARK USED IS NATIONAL GEODETIC SURVEY CONTROL MONUMENT K;633, ELEVATION= 19.18' NGVD (ELEVATION=17.70- NAVD). THE CONVERSION FACTOR BETWEEN NAVD 1988, AND NGVD 1929 IS -1.48'. THIS WAS DETERMINED USING CORPSCON FOR WINDOWS VER. 6.1A. ON -SITE BENCHMARKS ARE AS SHOWN. • 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. • THE MEAN HIGH WATER ELEVATION OF 1.85'NGVD 1929 (0.37 NAVD 1988) FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 884 AND TIDE STATION 882, OBTAINED FROM LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE. • 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. Legend & Abbreviations: (symbols not PLS PSM LB C R L E/P B/C B.M. POO P08 0 PCP 2 PRIM O IP OO IRC O CM FD (M) (P) (C) (OA) - PROFESSIONAL LAND SURVEYOR - PROFESSIONAL SURVEYOR & MAPPER - LAND SURVEYING BUSINESS - NE scaleable f E-CI - ` CENTERLI ® - - RADIUS (R) - RADIAL - LENGTH (NR) - NON -RADIAL - DELTA ANGLE - EDGE OF PAVEMENT - BACK OF CURB - BENCHMARK - POINT OF COMMENCEMENT - POINT OF BEGINNING - (PCP) PERMANENT CONTROL POINT - PERMANENT CONTROL POINT - (PRM) PERMANENT REFERENCE MONUMENT - PERMANENT REFERENCE MONUMENT - (IP) IRON PIPE - IRON PIPE D4 - 0 - l] - ® - - (IRC) IRON ROD & CAP � - PINE TREE v _ - IRON ROD & CAP - (CM) CONCRETE MONUMENT 13.5 - CONCRETE MONUMENT l` NAVD - FOUND `S��4} - OAK TREE Y235 - MEASURED "A/C - - PLAT CONC. - CALCULATED - PALM TREE t _ - OVERALL Certified To: 1) PHOENIX HOMES 2) 3) F.F. BSB - EL./ELEV. R\W - AB - �/K - o r size) GUY WIRE WOOD UTILITY POLE TELEPHONE SERVICE CABLE T.V. BOX ELECTRIC BOX LIGHT POST WELL HYDRANT GATE VALVE IRRIGATION VALVE WATER METER SANITARY MANHOLE SANITARY SERVICE SEPTIC TANK DRAINAGE MANHOLE CURB INLET SURFACE INLET MITERED END SECTION CONCEPTUAL DRAINAGE STREET SIGN PROPOSED GRADE NORTH AMERICAN VERTICAL DATUM TYPICAL ELEVATION AIR CONDITIONER CONCRETE FINISH FLOOR BUILDING SETBACK LINE - ELEVATION RIGHT OF WAY AS -BUILT PARKER-KALON THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR MERIDIAN AND MAPPER NAMED BELOW. LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL:LB6905@BELLSOUTH.NET CHARLES H. BLANCHARD P.S.M.#5755 1.11, :IIIM1 111BS,IR.WI ?......;OVEENS (OV['.IRMI 54R-NxnI O..Y i/E)IEO,B IE IIAI PIA PG20F2 toI Z -D GPI WOOD I WALL MANGROVES SCANNED BY St. Lucie Cow FD 518 :IRC LOT F (OCCUPIED) F.F. EL.=7.09' 4' CHAIN LINK FENCE 582'08'19"W io5.4510 h-' 10" /bp N 14•�y 9�,•y�^ LOT E S.2t PROPOSED F.F.E.=22ABO VE .. CROWN ROAD 12"116" J' `'o ,w O •y. MEAN HIGH WATER LINE E4EVA770N=0.54' NAVD '88 C FIELD DATE 01-28-16 Gr ` LEGAL DESCRIPTION: LOT E, BLOCK 2, QUEENS CO U 1, ACCORDING TO THE PLAT fH OF, AS RECORDED IN PLAT BOOK11, AGE 12, OF THE PUBLIC RECORDS OF ST. LUCIE 'COUNTY, FLORIDA. E SETBACKS (BSB): FRONT - 25' SIDES - 10' REAR - 15' EEN GUINEVERE COURT PLAT OF SURVEY FOR: TYPE: BOUNDARY & TOPOGRAPHIC PROJ. NO. 16-041 LOT-E, BLK-2 DWN. BY: C.H.B. CKD. BY: C.H.B. THIS PLATAND REPORT ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA REGISTERED SURVEYOR AND MAPPER NAMED HEREON WHICH SIGNATURE AND SEAL MAY BE FOUND AT THE END OF THE ATTACHED REPORT. THE PLAT AND REPORT ARE NOT FULL AND COMPLETE WITHOUT ONE ANOTHER. North O SEPT/C TANK EDGE OF PAVER DRIVEWAY 25.14 4.49 tiLd v9 y' 6y a y" •y �o ` •`'6 5" WOOD FENCE FD 1/2" IRC RLS-2391 J FO 5/8' IRC Z PSM441 m Y � aw J 4.32 LL d1 4J p E YJ 4 0p .} 1ryl Q -i)1FD PK NAIL&DISK FD 5/8' I C PSM-40 0.53'E & 0.32'S 50 SETBACK TO SURFACE WATER LOT D (OCCUPIED) FF.. EL. =6. 78 BENCHMARK (NGVD 1929) TANK 50' RADIUS Curve Table CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH C1 (M) 64.48' 50.00' 73'53'13" S21°40'21'E 60.10' C1 (P) 64.35' 50.00' 73°44'24" GRAPHIC SCALE 30 0 15 30 I I I�I ( IN FEET ) 1 inch = 30 ft. DATE: 07/22/16 F.B.243 PG.17 SCALE: 1" = 30' MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: MLS.LB6905@GMAIL.COM a��s..,so., �2-, �,d,,. a,,,o,,.,a, PG 1 OF 2 Report of Survey. (7'Wject #16-041 LOT—E, 8LKm7) • TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC • THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 m m 1717 INDIAN RIVER BOULEVARD, SUITE 201 N VERO BEACH, FLORIDA 32960 s o _ • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE'CHARGE: 5 CHARLES H. BLANCHARD P.S.M.# 5755 - o 0 • THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE Y (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR w m E THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF x N i cxi Jo m A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. o c� $ ^ o • THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF u o ZoZ a. O Q PRACTICE, AS ESTABLISHED IN CHAPTER SJ-11, FLORIDA ADMINISTRATIVE CODE, Q J O m c N v ti z • ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. • THE LAST DATE OF FIELD WORK WAS: 03128117 w m w w w w m w m m m ` BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OFS31°31'45"IN FOR THE CENTERLINE OF QUEEN > > > w R >O w w w o GUINEVERE COURT. 1 -a�su ax • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: go0 0 0 0 UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. M SO Sn S2 M m w w w w w w • NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED m x w 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 "AE-5" PER FLOOD INSURANCE RATE MAP 912111CO089 J, DATED FEB. 16. 2012. • THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GOEDETIC VERTICAL DATUM, (NGVD) OF 1929. THE PRIMARY BENCHMARK USED IS NATIONAL GEODETIC SURVEY CONTROL MONUMENT K-633, ELEVATION= 19.18' NGVD (ELEVATION= 17.70' NAVD). THE CONVERSION FACTOR BETWEEN NAVD 1988, AND NGVD 1929 IS t1.48'. THIS WAS DETERMINED USING CORPSCON FOR WINDOWS VIER. 6.1.1. ON -SITE BENCHMARKS AREAS SHOWN. • 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. • THE MEAN HIGH WATER ELEVATION OF 1.85'NGVD 1929 (0.37 NAVD 1988) FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 894 AND TIDE STATION 882, OBTAINED FROM LAND BOUNDARY INFORMATION SYSTEM (LABINS) WEBSITE. • 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. Legend & Abbreviations: (symbols not scaleable for size) PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR & MAPPER `0- - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE c - CENTERLINE (R) - RADIAL ® - CABLE T.V. BOX R - RADIUS ® - ELECTRIC BOX L - - LENGTH (NR) - NON -RADIAL ¢ - LIGHT POST o - DELTA ANGLE 0 - WELL E/P - EDGE OF PAVEMENT V - HYDRANT B/C - BACK OF CURB - GATE VALVE B.M. - BENCHMARK N - 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 00 - (PRM) PERMANENT REFERENCE MONUMENT OD - DRAINAGE MANHOLE PRM - PERMANENT REFERENCE MONUMENT ® - CURB INLET O - (IP) IRON PIPE C] - SURFACE INLET IP - IRON PIPE ® - MITERED END SECTION O - (1RC) IRON ROD & CAP - PINE TREE - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP v - STREET SIGN C3 - (CM) CONCRETE MONUMENT 23.5 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND - OAK TREE - TYPICAL ELEVATION (M) - MEASURED x235 A/C - AIR CONDITIONER (P) - PLAT CONC. - CONCRETE (C) - CALCULATED. - PALM TREE (OA) - OVERALL F.F. - FINISH FLOOR BSB - BUILDING SETBACK LINE Certified TO: EL./ELEV. - ELEVATION 1) PHOENIX HOMES R\W - RIGHT OF WAY 2) AB - AS -BUILT 3) P/K - PARKER-KALON THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE MERIDIAN ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW, LANDSURVEYORS S 1717INDIANBLVD RIVER BLVDSUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: MLS.LB6905@GMAIL.COM CHA LES H. BLANCHARD P.S.M. 95755 „� ofi,..,. �s,� P� u o�EE, �.fl,ew � L. 1..111...,, PG 2 OF 2