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Home My WebLink AboutSUREYSLEGAL DESCRIPTION: ALL OF LOT 7, BLOCK 46, RIVER PARK UNIT FIVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 31 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK TWO - ELEVATION = 100.00/ 2 GONpR� WPSER M�ER ASBUILT SURVEY FORMBOARD SURVEY a 00 N/ -c:, R�G 70.�1 <60 °°ORSR NGE E\.DENS jc OF PPJ REaPRSS / / N E ° NE OUNu 5jN° PN0 poRNER / Z G\jR 0 \3 NPRppERSl PpSS \5 Z OF FENG�N PNO G� NSR � O, 02 SPRppER� O° O z� pC� pFENGE q F N C4N R(NKNE CURVE ONE ° 5 OPROpERCt n FOUND 5/8" IRON PIPE CENTRAL ANGLE = 3°54'03 Of C7 (POINT OF CURVATURE) RADIUS = 2242.09' VOI ARC LENGTH = 152.65' NGE' CHORD LENGTH = 152.62' (P) AND (M)\NK F CHORD BEARING = N 73°16'59" E (P GNP\N E 5 �0N N 73°16'59" E(M) NSN,z3 F CURVE TWO CENTRAL ANGLE = 2°02'40" RADIUS = 2242.09' ARC LENGTH = 80.00' CHORD LENGTH = 80.00' (P) AND (M) CHORD BEARING = N 70°18'37" E (P) N 70°18'37" E (M) (BASIS OF BEARINGS) CURVE THREE CENTRAL ANGLE = 2°02'40" RADIUS = 2357.09' ARC LENGTH = 84.11' CHORD LENGTH = 84.10' (P) 84.05' (M) CHORD BEARING = S 70'18'37" W (P) S 70°19'13" W (M) ELEVATIONS BASED ON ASSUMED AND SHOWN THUS p° FLOOD ELEVATION INFORMATION MAP NUMBER 12111CO280 J COMMUNITY NUMBER 120285 FIRM ZONE X DATE OF FIRM FEBRUARY 16, 2012 PANEL 0280 SUFFIX J ADDENDUM FIELD BOOK PAGE DATE BY CHECKED BOUNDARY SURVEY E.F.B. 07/22/2019 R.E.R. R.E.R. TOPOGRAPHIC SURVEY E.F.B. 07/22/2019 R.E.R. R.E.R. C.L.S. 08/01/2019 R.E.R. R.E.R. FORMBOARD SURVEY E.F.B. 09/24/2019 R.E.R. R.E.R. SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK ONE ELEVATION = 99.93 GONGRE(E WSE WP K 4 j S\OE R fpU SOVSp ERS� \S \3C5 FR C PASS WESS NGE ENPNO GGRNER F SO�SH R� FENGE �0 6pF PR°p P\N L\N�pNG H GN fEFj S \5 V\G a.2 05 FECPROPERT( ER POSpF F N S 0 FENGe 5 R� ENE I 5 O Ln PRppE i to \ i N o � \ \00, �n Q i 3gT6 OIS \ QO .Ul ROL.AND E. ROL.UNS PROFESSIONAL LAND SURVEYOR R � 3221 SOUTHWEST CRUMPACKER STREET 8 PORT ST. LUCIE, FLORIDA 34953 772-873-4700 6 cE Vol FEN 4 N\GN$ 2P\F � SONG E i \5 OI \ RMgOPROp25ao. \ � O \\ 'Eve4Is, ON .0 P FENGN GHP\NOUSNWENS in NP\ G \ 4 N�5 0 4 CpER� V / QpSS \SSS ORNER 01 WFR 10 N PRo Eo GCRN Of S,t�.,�,ucl� COt. Dato Jae, BENCHMARK REFERENCE: SET A MAG NAIL IN DISK ROLLINS PLS 4945 AT THE SOUTHEAST EDGE OF PAVEMENT OF CELESTA COURT 19.3 FEET NORTH AND 8.2 FEET WEST OF THE NORTHEAST CORNER OF LOT 7, BLOCK 46. ASSUMED AN ELEVATION OF 99.93 ON TOP OF THIS NAIL. (SITE BENCHMARK ONE) �x S \5 fENGE G'(H PNT(PC RN�� NORIHE�F �FOF 9 NO RAPER \5 0 � PNO RSNWE PFENGE5 C019 2 CORNER //pFtNE F�Np OP�R� r i 011, \RON R f00N0 \ I \40RSNW6N E f \5 Ora P 0 S SHWE 0 -FENGESl GORSER IAO OR ER PR NE FENpRfOPEr5�� SNIN EO GE \5 WOCC36 FE O K p a N\GN G� 0EN 9 5 FEN � 26 Vol NOTE: THERE IS A 6' HIGH WOODEN FENCE AND A STORAGE AREA ENCROACHING INTO THE PROPERTY IN THE REAR. LEGEND: Q = SET 5/8" IRON REBAR WITH CAP ROLLINS P.L.S. NUMBER 4945 • = SET MAG NAIL IN DISK ROLLINS P.L.S. NUMBER 4945 •� = FIRE HYDRANT 0 = WATER METER = CONCRETE POWER POLE = ANCHOR AND GUY WIRE — • • — = OVERHEAD WIRES �L = NOT TO SCALE — X — = FENCELINE 0 = ALUMINUM LIGHT POST ON CONCRETE BASE p = TELEPHONE SERVICE m = CABLE TELEVISION SERVICE 1 SCALE 0 ABBREVIATIONS: A/C = AIR CONDITIONER Ct) = CALCULATED .F.T.) = CALCULATED FROM TRAVERSE = CENTERLINE C.L.S. = CONSTRUCTION LAYOUT SURVEY E/P = EDGE OF PAVEMENT EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS (M) = MEASURED N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL DATUM OF 1988. N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT NOTE: ZONE RS4 FRONT BUILDING SETBACK LINE IS 25.00 FEET SIDE BUILDING SETBACK LINE IS 7.50 FEET REAR BUILDING SETBACK LINE IS 15.00 FEET NOTE: THE BEARINGS ARE BASED ON THE SOUTHEAST RIGHT—OF—WAY LINE CHORD OF CELESTA COURT AND THE CHORD OF THE NORTHWEST LINE OF LOT 7, BLOCK 46. (SEE LEGAL DESCRIPTION) WHICH BEARS NORTH 70°18'37" EAST. CURVE TWO NOTES: 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- -OF—WAYS OF RECORD. 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS WERE LOCATED EXCEPT AS NOTED. 3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. 4) BUILDING TIES ARE 90° OR RADIAL TO THE PROPERTY LINE. 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. DATE OF LAST FIELD WORK: 09/24/2019 PLOT DATE AND TIME: 09/26/2019 9:30 AM EST LOT SQUARE FOOTAGE: 0.217± ACRE SCALE: 1" = 20' CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT CERTIFY TO: 1) BLACKSTREET ENTERPRISES, INC. SCANNED BY St. Lucie County I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH STANDARDS OF PRACTICE FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. i cio8 -01 a3 12 ROLAND E. ROLLINS DATE OF SIGNATURE PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NUMBER 4945 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NUMBER: RR190706FB LEGAL DESCRIPTION: ALL OF LOT 7, BLOCK 46, RIVER PARK UNIT FIVE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGE 31 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SET MAG NAIL IN DISK ROLLINS PLS 4945 SITE BENCHMARK TWO ELEVATION = 100.00 ^f" w\oE � CURO 2 CONGR� WPZER BOUNDARY AND TOPOGRAPHIC SURVEY CONSTRUCTION LAYOUT SURVEY 7 00 F 00 wP� ,�GE0 PPVS ? ::") \R0A R�gPfAsl GURv ONE fONY0 5/8log,EN'f CORNER \5 yZ C T3 PROP POs� , f3,5j i OF EN0 0,2 �: FENQ� N PT( GORNER p O 0? SPROPER OF OW U`, 90s OVENCE �? NCE EN P\ A '_\N . S, FE N C\A pRZN \NE CURVE ONE A N\sFOUN (PO NUT FBCURVATURE) RAD URS L=A2242.09' 5/" IRON PIPE CENTANGLE 3°54'03 cF vol $ 00R 39 / ARC LENGTH = 152.65' FAN\SN�N Apt NCE� CHORD LENGTH = 152.62' (P) AND (M) ��P�FO\NpNO K CHORD BEARING = N 73'16'59""E (P) 6 \GN6N3\FEEt N 73°16'59 E (M) \s T�2 CURVE TWO ,T "_m CENTRAL ANGLE = 2702'40" ,.? RADIUS = 2242.09' F ARC LENGTH = 80.00' CHORD LENGTH = 80.00' (P) AND (M) CHORD BEARING = N 70°18'37" E (P) df;li.e _1 N 70°18'37" E (M) (BASIS OF BEARINGS) CURVE THREE TF.Cr p CENTRAL ANGLE = 2°02'40" RADIUS = 2357.09' ARC LENGTH = 84.11' CHORD LENGTH = 84.10' (P) 84.05' (M) CHORD BEARING = S 70'18'37" W (P) S 70°19'13" W (M) ELEVATIONS BASED ON ASSUMED AND SHOWN THUS Too FLOOD ELEVATION INFORMATION MAP NUMBER 12111CO280 J DATE OF FIRM FEBRUARY 16, 2012 COMMUNITY NUMBER 120285 PANEL 0280 FIRM ZONE X SUFFIX J ADDENDUM FIELD BOOK PAGE DATE BY CHECKED BOUNDARY SURVEY E.F.B. 07/22/2019 R.E.R. R.E.R. TOPOGRAPHIC SURVEY E.F.B. 07/22/2019 1 R.E.R. R.E.R. C.L.S. 1 108/01/20191R.E.R. I R.E.R. 0o SET MAG NAIL IN DISK ROLLNS PLS 4945 SITE BENCHMARK ONE ELEVATION = 99.93 CO�CR�(E W\OE WP\-K %5\oE REOP F,SZ D N'5OF s?\X ERt 1 PO W 5� , \5 st 0 FEN�\SjFH� RT O0R fNG �-06OF PROP P\N G N GH fEFS .\ \5 \U0 g.2 OS A FENCE SNOU Nv1C�RNER OPROPEyc�'I ER PO of Cf CORN wE5( FE\AC9 500, >N� PROPOREO ORS � /\ �\ u1 \s OpROPE n o N CONCF\ � iR�OpO E00 PCONERE� \ � �•P � i COp RCN 3g �g \ CI 5 � N. \ LOT \01\ PR ONR�CgR�s00o. \ �(P \ C POSEO CJPt\ON s \ �00„ \ PRO OCR p2 SOER A0 46 0 i \ \ PER BU\\ 0 \ \ PROP REFS \ 00. R 0 POCK fENCE FENG CNPSOV ocs A N\5 kOPER� OF P GPIC OI \ P O\PjGR E �O'� A'G / \ G 5\pe Q OCi� � V x \ v x/ x i x x/ w SNEON R PpSS \�Sj w NOE ZN PNO GARNER /. 2�0f pFROPERC' BENCHMARK REFERENCE: SET A MAG NAIL IN DISK ROLLINS PLS 4945 AT THE SOUTHEAST EDGE OF PAVEMENT OF CELESTIA COURT 19.3 FEET NORTH AND 8.2 FEET WEST OF THE NORTHEAST CORNER OF LOT 7, BLOCK 46. ASSUMED AN ELEVATION OF 99.93 ON TOP OF THIS NAIL. (SITE BENCHMARK ONE) 26 von �P\EoI R 4- P 8 Low 6 o p2 6� iA Ns 8 2N\F o V PROFESSIONAL LAND SMEYOR 3221 SOUTHWEST CRUMPACKER STREET PORT ST. LUCIE, FLORIDA 34953 772-873-4700 CORNCF. 0 POARNE ZNWCsA GE O F9N N RRtO ERF i Cos 0. o R NWESt OF PFENr,Cv CoRSER 2 G RNER /PR NE FENpROPER� IF / gPR / R0N RE �0j.3 uN0 Tip' WEr�F OF \S 0 B P ORj jV`w�� OF 40) FENCE cb\" E RNER PR aER E pROPER';� GO ell Vol \v) I tO�GE \s Q)C(: EN \NSO 000EN WOZj6,F g cK A6 6 N\ FAN f �o NOTE: THERE IS A 6' HIGH WOODEN FENCE AND A STORAGE AREA ENCROACHING INTO THE PROPERTY IN THE REAR. LEGEND: = SET 5/8" IRON REBAR WITH CAP ROLLINS P.L.S. NUMBER 4945 • = SET MAG NAIL IN DISK ROLLINS P.L.S. NUMBER 4945 = FIRE HYDRANT = WATER METER = CONCRETE POWER POLE = ANCHOR AND GUY WIRE — • • — = OVERHEAD WIRES �L = NOT TO SCALE — X — = FENCELINE 0 = ALUMINUM LIGHT POST ON CONCRETE BASE in = TELEPHONE SERVICE M = CABLE TELEVISION SERVICE ABBREVIATIONS: A/C = AIR CONDITIONER C) = CALCULATED C.F.T.) = CALCULATED FROM TRAVERSE = CENTERLINE C.L.S. = CONSTRUCTION LAYOUT SURVEY E/P = EDGE OF PAVEMENT EL. = ELEVATION FIRM = FLOOD INSURANCE RATE MAPS (M) = MEASURED N.A.V.D. OF 1988 = NORTH AMERICAN VERTICAL DATUM OF 1988. N.G.V.D. OF 1929 = NATIONAL GEODETIC VERTICAL DATUM OF 1929. N.T.S. = NOT TO SCALE O/S = OFFSET P.C.P. = PERMANENT CONTROL POINT (P) = PLAT NOTE: ZONE RS4 FRONT BUILDING SETBACK LINE IS 25.00 FEET SIDE BUILDING SETBACK LINE IS 7.50 FEET REAR BUILDING SETBACK LINE IS 15.00 FEET SCALE 0 NOTE: THE BEARINGS ARE BASED ON THE SOUTHEAST RIGHT—OF—WAY LINE CHORD OF CELESTA COURT AND THE CHORD OF THE NORTHWEST LINE OF LOT 7, BLOCK 46. (SEE LEGAL DESCRIPTION) WHICH BEARS NORTH 70°18'37" EAST. CURVE TWO NOTES: 1) LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, OWNERSHIP AND/OR RIGHT- -OF—WAYS OF RECORD. 2) NO UNDERGROUND OR INTERIOR IMPROVEMENTS WERE LOCATED EXCEPT AS NOTED. 3) LEGAL DESCRIPTION AS SUPPLIED BY CLIENT. 4) BUILDING TIES ARE 90° OR RADIAL TO THE PROPERTY LINE. 5) ALL EASEMENTS SHOWN ARE PER RECORD PLAT UNLESS OTHERWISE NOTED. DATE OF LAST FIELD WORK: 07/22/2019 PLOT DATE AND TIME: 08/01/2019 12:25 PM EST LOT SQUARE FOOTAGE: 0.217± ACRE SCALE: 1" = 20' CERTIFICATIONS AS WORDED AND PROVIDED BY CLIENT CERTIFY TO: 1) BLACKSTREET ENTERPRISES, INC. FILE Copy SCANNED BY St. Lucie Countv I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON COMPLIES WITH STANDARDS OF PRACTICE FOR SURVEYS AS CONTAINED IN CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. -017,3 R ND E. RO LINS DATE OF SIGNATURE PROFES IONAL LAND SURVEYOR FLORIDA REGISTRATION NUMBER 4945 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. JOB NUMBER: RR190706