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HomeMy WebLinkAboutForm Board SurveyR 65 NO CM FOU * 0' 30' 60' 90, T W N V N tJ N w m RECORD SURVEY R L O T 58, WA TERSONG P. U. D. PLAT NO. ONE NO OM FOUND N 1111762.48 E 896113.32 FOUND NAIL & DISK FOUND MONUMENT "C&T LB # 4286" DEP S765 z � A � \ (P wW N Q> 100. N FLORIDA STATE PLANE COORDINATE \ \ NAD 83/90 US SURVEY FT. \� �\ N 1113213.791 V�\\\ E 895305.122 DEPARTMENT FLORIDA DEPARTMM ENT OF TRANPORTATION CM # 94-OZ-C3 FOUND NAIL & DISK "C&T LB # 4286" \ c0 \ o / Y�9 tON� N` spy N V1 z / / CP Nw oo SEAWARD MOST DUNE GRASSES 16Z_136 \ / pp CO'. `t\ / N 66 % \ > N 0- / N G \ F Y n / � \ -4- / LOT 56 o COASTAL CONSTRUCTION CONTROL LINE y\ ��-' VACANT `� \ AS RECORDED IN PLAT BOOK 26, PAGE „ \ 26-261, PUBLIC RECORDS OF ST. LUCIE \ / 7.0 COUNTY, FLORIDA. RECORDED SEPT. 15, 6 E �( 6.2 1988. 6.7\ �.0 1. 1• " 3 ? FOUND 5/8" IRC \ \� p C&T LB # 4286' .2 N V00. / Q 5 0' x 5.7 6.7 rn� � x\5�\ FOFt SY\O LOT 57 1 6.3 N � 1 VACANT 5% \w N FOUND 8-IRC EP 1 61' • \Nt �� xC&LB#428fi E\-��N 1111360170 x 5.3 S.61 O\ o E 896344..504 i36 , 4.76 ly 6�30 9. 5.59 7.4 a+ x 5.2 2 p Z .64 �\ \• • 1 is • • �FOU B IR 6+; LOT 56 �. 2.1• 5.34 39 7 C&T 4 86 • UND R 7.9 11.6 tC 8.0 ^x 6.0 x 6.4 \ m tioNE � E\ CODES 1 JE E 3,0 6.0 ELEVATION "0" CONTOUR LINE \ 05 -0.1 Y N1{ tog, 1 \ a 6 m a0.0 S 2401313'13" E �^ N wVk y� m 7. 1' 9.12' S 24013'13" E 0, 0.0 \ N w \"x 5 x 4.5 " w' 0.0 m` 5 7a.l\ 5,0 4.0 MEAN HIGH WATER LINE LOCATED ON NOVEMBER 22 2015, 8:OOAM ELEVATION 0.50 (NAVD OF 1988) CONVERT TO NGVD OF 1929 IS (+1.49) SEASONAL HIGH WATER LINE ELEV. 5.4 NAVD OF 1988. LOCATED NOVEMBER 22, 2015, 9:OOAM \ 59 6.69 •. CON$TRUCWIN? • a\ \ O k 7.6 \� N • 8 ow o ' 7.67 n+ 6" E m 66 61 6.9 LIMITS OF \\ B •8�93+ w g,p 6y3103 -Lu" 1' DUNE GRASSES \ p47 1' © N12�° F�opOE�-' GLOBAL POSITIONING SYSTEM (GPS) NOTES .9 LOT 23 \ N -s2 6"°' LOT 59 E E\. / \ 4.7� w Tj OCCUPIED \ 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) � / a FIRST FLOOR ELEV = 16.70' cL 150 1315. VACANT x 5.9 Four1D 5/8" IRC o gyp• / "C&T LB # 4286" p0- v� 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 17 1. x 5.0 NE 00 1, x FOUND 5/8-IRC x 5.3 OOO tiO� 12� TRACT \ 3. THE ORIGINAL GPS RTK MEASUREMENTS BEGAN ON NOVEMBER 23, 2015 AND WERE 43 "C&T LB # 4286" \ F\' E EJ• A COMPLETED ON NOVEMBER 23, 2015. TWO TOPCON DUAL FREQUENCY GPS RECEIVERS 2. a \ N ,s O LOT 24 E es1323.809 \ �.a6\ EQUIPPED WITH RT-SKI (REAL TIME MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS x a.62 LOT 60 3.35 V O o VACANT / VACANT DATA. TYPICALLY A BASE RECEIVER IS SETUP ON AN ESTABLISHED CONTROL STATION WHILE A 1( 3.35 \ \ O x 5.0 \ 4.85 FOUND 5/8-IRC \ ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR TOPOGRAPHIC "C&T LB # 4286" O \ / / -p DATA AND CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE N 3� 1 9 �55 n 12I p0 0- COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO/MODEM LINK WITH 0 z' Z \ / / 5.01 0 / THE BASE STATION AND RECORDED AS THREE DIMENSIONAL (31D) POSITIONS. \ o. 7 9 x . 40 LOT a.e VACANT \ \ 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY LOT 61 cct1�� ,5 Ni % \ / / 2008. OCCUPIED / o�y 40 ry^ / GA Op gND 5//sp " IRC 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF 4 \ \ � 0 -al/ c&T LB # 42as o• \ PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051 AS FOLLOWS: \ O HORIZONTAL: 10MM + 1PPM (RMS) L 3.36 3c 15 \ \ o• / VERTICAL: 20MM + 1 PPM (RMS). B N \ x 1.7 �0 \ \ 9�� / LOT 62 Op h" LOT 26 �= \ �� VACANT 12�' N N \ 4 L VACANT / A .� N 1111178.156 E S gyp. E 895/8" I90 p0 s \ D 5LB RC 05 \ 3.42 3 3 / N> \� \T&T LB # 4286" j \o- / \\ �Nlt / \ ORIDA STATE PLANE COORDINATE• NAD 83/90 US SURVEY FT. \ �j• O O N 1111179.827 LOT 27 1 'O 0 E 896204.624 '36 C&T i94286- FLORIDA90N \ A VACANT FND 5 8" IRC O DEPARTMENT OF \ / \ 5 6>?'j # a A/C NATURAL RESOURCES CM. # 9477A-16 \ \ \NOyO BM OR CP�c TRACT C N N� / / <oo A \ CBS v� LOT 28 o ray �, w C/L \ o'= O \ / VACANT p / o. 00 a rp LBB"# 4286" / O \���< t'> >t DM FND S fiJ Q "C&T / DEG OR \N ELEV i O�' FDOT CP y0� \ FFE FND CR S IN NAILS OO/ 0, FND 0 D P INLET x 1V- \ BENCHMA ELEV. = 4.50 \ O / GPS yA 29NAVD 1988 ATOM N \ .00. 6.ID N PE N a -A / IP 67019.29 w / IR IRC LB LOT 29 \ ���\ / \ LS VACANT FOUND N 1111047.741 191?6' / NO CM FOUND \ �� C&TIK M LB # 4286"NO CM FOUND E 896259.785 / N 1.�\ NAVD 896523 E 898523.5795 / NGVD LOCATION M^P NOT TO SCALE STREET ADDRESS 4920 WATERSONG WAY, FORT PIERCE, FL 34949 LEGAL DESCRIPTION BEING ALL OF LOT 58, ACCORDING TO THE PLAT OF WATERSONG P.U.D. PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, A-D, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE OF WATERSONG WAY, HAVING A BEARING OF N24.28'23"W, AS RECORDED IN PLAT BOOK 42, PAGE 34, ST. LUCIE COUNTY PUBLIC RECORDS. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN y ZONES "AE-6", "AE-7", "VE-11", AND "VE-13", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0194 w J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. C 6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE C SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 0 0 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY AIL 0 OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED v, WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. ` 8. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD MEASURED DATA. 4) 9. THE LAST DATE OF FIELD WORK WAS MARCH 07, 2016. = 0 � J 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, Q� ABANDONMENT'S DEED RESTRICTIONS OF MURPHY ACT DEEDS. V) 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988. CONVERSION TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 IS (+1.49'). St. Lucie C Date in Approved N O I Q � O ^� Jrn N W I U p v Wo I IL -' LL I 0w I U. a ,- I N F I U 0 00 =' I -o N W > 0 N Y 0 z LL 00 LL v 0 Ld w U o � z v E7 0 O L, w w H C3 O L� ca w F7 A U prq w \ I- I� ¢ o q v w Q c� to w? 0 Fati z zo 3 lz 0 w�� J MO LL Room) t[) V twit ma O »pU N N�Q¢ N � W U oopw z NF�w r o CD Fz0 z 0D O0 } mo n8 > w to zza0 o fn wt-z- o <Oro 00 z wa3'w Q ffi= ¢» Woo F = wm_o U M 3 0 O zgg3 r U Q DS Z o rwoo O wDox �Nw� U 0oaw W lz oawm 0wy zo�� z OM J wwa� F 0 ,^ Jmww V/ ¢Moto d 11 la DRAWN BY: CA LEGEND & ABBREVIATIONS CHECKED BY: CA ARC LENGTH NO OR H NUMBER AIR CONDITIONER NTS NOT TO SCALE BENCHMARK OHP OVERHEAD UTILITIES CALCULATED FROM FIELD MEASUREMENTS ORB OFFICIAL RECORDS BOOK CONCRETE BLOCK STRUCTURE P PLAT DATA CENTERLINE PG(S) PAGE(S) CONCRETE MONUMENT PLS PROFESSIONAL LAND SURVEYOR DEED POB POINT OF BEGINNING DEGREE POC POINT OF COMMENCEMENT ELEVATION PRM PERMANENT REFERENCE MONUMENT FLORIDA DEPARTMENT OF TRANSPORTATION PSM PROFESSIONAL SURVEYOR AND MAPPER FINISH FLOOR ELEVATION R RADIUS FOUND RLS REGISTERD LAND SURVEYOR GLOBAL POSITIONING SYSTEM R/W RIGHT-OF-WAY IDENTIFICATION NUMBER ❑M WATER METER IRON PIPE & AND IRON ROD ® AT IRON ROD & CAP 0 DELTA LICENSED BUSINESS UTILITY POLE LICENSED SURVEYOR ® MANHOLE MEASURED DATA FH OR FIRE HYDRANT NORTH AMERICAN VERTICAL DATUM V' BIKE LANE NATIONAL GEODETIC VERTICAL DATUM A TURN LANE DATE: NOVEMBER 28, 2015 HORIZONTAL SCALE: 1'=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. -SEAL CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA UC SE NO, 4971 01' PR� ED SHEET 1 OF 1 PROJECT NO. 15-542