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HomeMy WebLinkAboutUpdated SurveySITE PLAN LOCATED IN ST. LUCIE COUNTY, FLORIDA 56 �� FND 4"x4" 19 DNR CM "R-64" w 'oN N Ny N� LINE BEARING DISTANCE WESTERLY MOST \ L3 IS 24728 24" E 21.30 DUNE GRASS L4 IS 2T28 17" E 18.88' TRACT "Bn TOE OF SLOPE FLORIDA STATE PLANE COOR NAD % US SURVEY FEET (TYP) N 1112769.447 E 895639.022 FND CM # 94-77-A16 PND 4E4 CN: FLOODZONEAE6 LS#4971 10' UTILITY EASEMENT BENC®TARE ELEV.4.72 FND Ili D3C 4.31 LB#4166 1 x AA,4 x 0 FND NAIL & DEE OO2N� 'j BENLBO#4a96 kE J1170.p CP S' ELEV.4.7 Z yl tt� Oa 4a a' 2 O �O 2 moo, w, FLORIDA STATE PLANE COOR NAD MY, US SURVEY FEET P) N 111130 .426 E 896152.980 FND CM # 94-77A-16 IN- � �.. �i I . Mm ICI ��•'. �� LEGEND & ABBREVIATIONS A ARC LENGTH OHP OVERHEAD UTILITIES A/C AIR CONDITIONER ORB OFFICIAL RECORDS BOOK CBS CONCRETE BLOCK STRUCTURE P PLAT DATA CCCL COASTAL CONSTRUCTION CONTROL LINE PB PLAT BOOK CA CENTERLINE PG(S) PAGE(S) CONIC CONCRETE PLS PROFESSIONAL LAND SURVEYOR CM CONCRETE MONUMENT POB POINT OF BEGINNING DEG OR ' DEGREE POC POINT OF COMMENCEMENT ELEV ELEVATION PRM PERMANENT REFERENCE MONUMENT FFE FINISH FLOOR ELEVATION PSM PROFESSIONAL SURVEYOR AND MAPPER FND FOUND R RADIUS ID IDENTIFICATION NUMBER RLS REGISTERED LAND SURVEYOR IP IRON PIPE R/W RIGHT-OF-WAY IR IRON ROD TYP TYPICAL IRC IRON ROD & CAP ® WATER METER LB LICENSED BUSINESS & AND LS LICENSED SURVEYOR 0 AT M MEASURED DATA 0 DELTA MON MONUMENT UTILITY POLE N&C NAIL AND CAP tY FIRE HYDRANT NAVD NORTH AMERICAN VERTICAL DATUM ® SEWER MANHOLE NGVD NATIONAL GEODETIC VERTICAL DATUM 9 BACKFLOW PREVENTER NO OR # NUMBER © IRRIGATION VALVE NTS NOT TO SCALE ® CLEAN OUT SEASONAL HIGH WATER LNE LOCATED ON 6/30/2020 NAVD OF 1988 AT ELEV 5.3' EASTERLY MOST DUNE GRASS x 5.40 13.62 FLOOD ZONETYES i FND 4X4 CM \ �� LS tl 4971 .w 5.53 HENCBMABE ELEV.4.72 N 1112594 .28 LOT 32 E B9s9szss ` OCCUPIED FFE - 7.6 ' mE GARAGE - 6.9 .\ .74 FNDLIEG E / � 4286 • 4 LB # 2b6 9� BENC ®IABE Ii5 0 56' 4b1 .B9 \ ELEV.4J2 `\ \, N1112539A7 TOE OF SLOPE 4.94 �' O.rC �0\E895812m Fy00Dz ATED LOT 33 N \•� CALUI �� i'' OCCUPIED POINT N 711T515:86 ,� ' ORIDA STATE PLANE COOR i E 89576036\ o ` NAD mj40 US SURVEY FEET (M) N 1111896.568 E 896061.463 FND V IR, NO ID i A 01 T Z �• FB G ''..• � # 42 LB # 4286a6 13.78 WESTERLY MOST DUNE GRASS 000D ZONE vo FND 1%MC UNREADABLE OLD COASTAL CONSTRUCTION CONTROL LINE PB. 19 PG. 8 CCCL (1972) Closure Report Jul 13 2020 Northing Easting Bearing Distance 1112552.643 895789.744 N 34'49'24" W 263.503 1112768.957 895639.271 S 25'34'00" E 280.574 1112515.856 895760.356 S 17'56'37" E 1274.417 1111303.426 896152.981 S 42'09'03" E 615.501 1110847.107 896566.034 N 24'28'23" W 1873.893 1112552.642 895789.744 Closure Error Distance> 0.00149 Error Bearing> N 34'49'24" W Closure Precision> 1 in 2892494.1 Total Distance> 4307.888 Area: 206104 Sal ft,'5 acres ,MEW HIGH WATER LINE ' LOCATED ON 6/JO/2020 NAVD OF 1988 AT ELEV O.S �f90 SEATURTLE NEST * 5.46 "5'I $ / x 5.73 EASTERLY MOST SEASONAL HIGH WATER LINEDUNE GRASS LOCATED ON 6/30/2= NAVD OF 1988 AT ELEV 5.3' TRACT "A' LOCATION MAP NOT TO SCALE STREET ADDRESS .00 UNASSIGNED WATERSONG WAY, FORT PIERCE, FL 34949 %_ LEGAL DESCRIPTION \ LOT 31, 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. 0.000 ok GENERAL NOTES 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS 50 �A RESIDENTIAL. mo v 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & 9 p MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE, AND ORIGINAL SEAL OF A FLORIDA LICENSED 0 SURVEYOR & MAPPER. 0.1 4 THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE 164 CENTERLINE OF WATERSONG WAY HAVING A BEARING OF 1' S24'28'24"E, ACCORDING TO THE PLAT OF WATERSONG PUD, AS RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "AE-6" AND "VE-8" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0194 K, EFFECTIVE DATE FEBRUARY 19, 2020. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL T17 NkVD F 88. 6 RSLON - 9NA DETIC RTICAL DATUM OF T929 (NGVD 291 IS (+1.49'). 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARDS, IN FEET AND DECIMALS THEREOF. 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. 11. 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. 12. THE LAST DATE OF FIELD WORK WAS JUNE 30. 2020. 13. ALL DEBRIS WILL BE REMOVED FROM THE SITE AND DEPOSITED AT AN APPROVED UPLAND DISPOSAL SITE. GLOBAL POSITIONING SYSTEM (GPS) NOTES 1. REAL TIME KINEMATICS (RTK) METHOD WAS UTILIZED USING CARLSON BRX-6+, 372 CHANNEL GNSS ATHENA, WITH ATLAS L-BAND RECEIVER. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018. 4. THE HORIZONTAL AND VERTICAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051. V _ 0 0 o � Z .a y z zg Ix z Wo W > LL y M o y c 1 m z Q Z u� o O 2� 4� n J U)o �� r OLL 00 4 .� Z Z z N a p LL IL Qa w o z W Q z Q o_ F- W q N a a j a a a Q Q Q U a U (p N N N N H N � O o• n Q "3G3o z o ll Nod z U) W Z U Z dor2 Ova ; QUO o ��- a U o5 u O 9 g U`8 � i o J :) Q v Q Wig V O jig DRAWN BY. CA CHECKED BY, CA DATE, 05/12/2018 HORIZONTAL SCALE. 1' 20' NOTVALLINTTNO11TTILE9 TUBE ANO oI0(@lLL SELL of AFLOfiDA uGmN suRVEtt1Rs NAPPER SEAL CHARLES ARNOLD II SHEET 1 OF I PROJECT NO. 20-522