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HomeMy WebLinkAboutSite Plan 6-21-17P F _ w ml- 9 FLORIDA HAD83/90A S SURVEY TE PLANE OOR`TYP) N 1112769.447 E 895639.022 FLORIDA DEPARTMENT OF NATURAL RESOURCES CM # 9477A-16 �R LEGEND & ABBREVIATIONS A ARC LENGTH A/C AIR CONDITIONER CBS CONCRETE BLOCK STRUCTURE CCCL COASTAL CONSTRUCTION CONTROL LINE C/L CENTERLINE CONC CONCRETE CM CONCRETE MONUMENT DEC OR DEGREE ELEV ELEVATION FFE FINISH FLOOR ELEVATION FND FOUND ID IDENTIFICATION NUMBER IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS 3" 2,7 .9 LS LICENSED SURVEYOR M MEASURED DATA 2.22 MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM NGVD NATIONAL GEODETIC VERTICAL DATUM \ NO OR # NUMBER NTS NOT TO SCALE OHP OVERHEAD UTILITIES 2.66 ORB OFFICIAL RECORDS BOOK P PLAT DATA PB PLAT BOOK PG(S) PAGE(S) PLS PROFESSIONAL LAND SURVEYOR POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR AND MAPPER R RADIUS RLS REGISTERED LAND SURVEYOR R/W RIGHT—OF—WAY TYP TYPICAL ® WATER METER & AND 0 AT A DELTA UTILITY POLE is FIRE HYDRANT ss SEWER MANHOLE ® BACKFLOW PREVENTER IV IRRIGATION VALVE © CLEAN OUT SITE PLAN LYING IN ST. LUCIE COUNTY, FLORIDA FND NAIL & DISK LB / 4286 moo/ �610 N � >fJT \ cP OG J� 0:q \ \ C -v --f s \ \ v 00 6�03P \ \ 4,4 \ �n �\ 44 4,5 FLOODZONEA&6 3,47 \ \j •. O, FLOODE ZONEA6 / \ cJt cr �0\OQ l \ WLO \�� FLORIDA STATE PLANE COORDINATE HAD 83/90 US SURVEY FT. (TYP) N 1111303.426 \ STATE PLANE COO E 896152.RT \ NAD FLORIDADA STATE TE SURVEY OO NATURFLORIDAL DEPARTMENT OF NO MONUMENT FOUL' NATURAL RESOURCES CONC MON III 9477A-16 \ N 1110978.661 f\V/1 E 896472.093 MEAN HIGH WATER UNE LOCATED G4/19/2017 NAVO 19M DATUM 0.52 ELEVATION LINE SEASONAL HIGH WATER LINE LOCATED 04/19/2017 NAVD 1988 DATUM 5.4 ELEVATION UNE .5 5,9 FLORIDA STATE PLANE COORDIANTE NAD 83/90 US SURVEY FT. (TYP) N 1111820.346 E 896323.124 FLORIDA DEPARTMENT OF ENVIORMENTAL PROTECHTION MON # S-765 ."�L FLOOD ZONE VF,11 / \ o SEASONALHIGH WATER UNE LOCATED 04/19/2017 NAVO 1988 DATUM 5.4 ELEVATION LINE 6,95 \ Clouser Report \ 5/3/2017 1 z1:46 \ \ NORTHING EASTING BEARING DISTANCE \ 1112769.447 895639.023 S 17'42'14" E 1048.371 / \ 1111770.727 895957.830 S 22'39'58" E 506.412 1111303.426 896152.981 N 00'47'32" W 465.345 / 1111768.727 896146.548 FLOODZON E-7 \ N 26'53'32" W 1122.062 1112769.447 895639.023 \ Closure Error Distance> 0.00000 Error Bearing> N 90'00'00" E Closure Precision> 1 in 8863062173.5 Total Distance> 3142.190 Polyline Area: 137818.65 sq ft, 3.16 acres 0 o � -P n°<Z -7 r > m \ -" y c� o \ \ O � �z. \ FND NAIL &DISK R-66 # 42B \ \ NO MONUMENT FOUND LOCATION MAP NOT TO SCALE STREET ADDRESS 4876 WATERSONG WAY, FORT PIERCE, FL 34949 LEGAL DESCRIPTION BEING ALL OF LOT 50, 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. Z MEAN HIGH WATER UNE LOCATED 04/19/2017 NAVD 1988 DATUM 0.52 ELEVATION UNE GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF WATERSONG WAY HAVING A BEARING OF N24"28'24"W, ACCORDING TO THE PLAT OF WATERSONG PUD, PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE-6", "AE-7", AND "VE-11" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0194 J, EFFECTIVE DATE FEBRUARY 06, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 5. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 7. THE LAST DATE OF FIELD WORK WAS APRIL 19, 2017. 8. 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. 9. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). 10. ALL DEBRIS WILL BE REMOVED FROM THE SITE AND DEPOSITED AT AN APPROVED UPLAND DISPOSAL SITE. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA -12 CHANNEL (L1 & L2). 3. THE ORIGINAL GPS RTK MEASUREMENTS, APRIL 19, 2017. TWO TOPCON DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND RECORDED AS THREE DIMENSIONAL (31D) POSITIONS. 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY STANDALONE, SURVEY +. 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS: HORIZONTAL: 1OMM + 1PPM (RMS) VERTICAL: 20MM + 1 PPM (RMS). 0 V Z _ 0 Cl) W JL G Q •wJ� a V Zm Ca J - LL N c co) _ CO D D o (WCO Z W O W O ­U. w } W w°'Ld 5 LU ? Ow M m tLI� w m N O J W Z Q~ 5 Z 00 Q O v 2w > o co N V J W a z ti O Y ZLL O O Z w a Go Z O Qa v z 0 w Wog �3Z zml- OJ Z -:2 — L.L PJ z€9 0 } n UW�p ;5 K�ZU ��//�� vJ N N�¢� W W oo�w z Z�LLLL z Fa O m Z Z 41 U»Z� —> w O z Q �o0W Q 0 O Q U V oDrr o 00%N LL U fly ww,w a Q = w'm§o W Of ~ a Of U r 0 1_ 0 O. o Wz 8 O <z 'N Z zwoo U ' ww�n —3 O ="wjr ll.l _ 0oGw k I, V 'ow U a Q w 2 O J zoom U ,twrr gaQ� �d'0_g� aaow DRAWN BY: CA CHECKED BY1 CA DATE 4/29/2017 HORIZONTAL SCALE: i"=30' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL dARLES ARNOLE iFESSIONAL SURVEYOR & MAPPER RIDA LICENSE NO. 4971 PRINTED DAT SHEET 1 OF 1 PROJECT NO. 17-523