The URL can be used to link to this page

Home My WebLink Aboutsite planSITE PLAN LOCATED IN ST. LUCIE COUNTY, FLORIDA M 9 LINE BEARING (STANCE L3 S 24'28'24" E 21.30' L4 IS 22`28'17' E 18.88' FLORIDA STATE PLANE COOR NAD a 90 US SURVEY FEET (TYP) N 1112769.447 E 895639.022 FND CM # 94-77-A16 10' UTILITY EASEMENT `2 \ FND NAIL & DISK \ f LB # 4286 '\ aN t9Q BENCHMARK \ I O �-0 CP ELEV = 4.73' �kpA I I 1O0c3` �< c6, NSA \ T CZ j c 0 �o �Vp 0 /OZ \gyp C P� O FND a L LB#, a FLORIDA STATE PLANE COOR NAD 8Y90 US SURVEY FEET (TYP) N 1111303.426 E 896152.980 FND CM # 94-77A-16 TRACT "B" LEGEND & ABBREVIATIONS A ARC LENGTH OHP A/C AIR CONDITIONER ORB CBS CONCRETE BLOCK STRUCTURE P CCCL COASTAL CONSTRUCTION CONTROL LINE PB C/L CENTERLINE PG(S) CONIC CONCRETE PLS CM CONCRETE MONUMENT POB DEG OR DEGREE POC ELEV ELEVATION PRIM FFE FINISH FLOOR ELEVATION PSM FND FOUND R ID IDENTIFICATION NUMBER RLS IP IRON PIPE R/W IR IRON ROD TYP IRC IRON ROD & CAP wP LB LICENSED BUSINESS & LS LICENSED SURVEYOR M MEASURED DATA MON MONUMENT N&C NAIL AND CAP NAVD NORTH AMERICAN VERTICAL DATUM ss NGVD NATIONAL GEODETIC VERTICAL DATUM NO OR # NUMBER IV Q 11\l NTS NOT TO SCALE \ S ,,-'� FND 4"x4" V 191 DNR CM \ "R-64" \ p \ o \� \\ x 13.62 \\ FLOOD ZONE VE-8 WESTERLY MOST \ DUNE GRASS �\ �x117 A�13 75 5 3 749 TOEOFSLOPE�/ ` 17)nnn 7nArF a F-R 5.53 BENCHMARK \ \ �? &� x 5 ELEV = 4.72' \\ 3232e�� LOT 32 NEssss�ss PP \ OCCUPIED \ 5 FFE = 7.6' GARAGE = 6.0' LB # 4286 \ ,74 FND%SIBC o � 8y BENCHMARK N65�31` p`L �\ ELEV = 4.72' 1 2 E 8958129- 7 FOOD ZONE AE"6 TOE OF SLOPE G� FL LOT 33 N OCCUPIED a� ORIDA STATE PLANE COOR �o NAD 8Y90 US SURVEY FEET (TYP) / 0o N 1111886.568 0 1136,� C E 896061.463 N65 3 �2 2� FND %' IR, NO ID 1 1' G� FND % IRC ''p. LB # 4286 WESTERLY MOST DUNE GRASS N \ \ A tJoo \ \ FND % IRC UNREADABLE OVERHEAD UTILITIES OFFICIAL RECORDS BOOK PLAT DATA PLAT BOOK PAGE(S) PROFESSIONAL LAND SURVEYOR POINT OF BEGINNING POINT OF COMMENCEMENT PERMANENT REFERENCE MONUMENT PROFESSIONAL SURVEYOR AND MAPPER RADIUS REGISTERED LAND SURVEYOR RIGHT-OF-WAY TYPICAL WATER METER AND AT DELTA UTILITY POLE FIRE HYDRANT SEWER MANHOLE BACKFLOW PREVENTER IRRIGATION VALVE CLEAN OUT 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 25034'00" E 280.574 1112515.856 895760.356 S 17056'37" E 1274.417 1111303.426 896152.981 S 42009'03" 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 sq ft, 5 acres \ SEASONAL HIGH WATER LINE \ LOCATED ON 6/30/2020 1� 56 NAVD OF 1988 AT ELEV 5.3' \ EASTERLY MOST / \ \ -j\ DUNE GRASS EAN HIGH WATER LINE LOCATED ON 6/30/2020 0 NAVD OF 1988 AT ELEV 0.5' o \ V% x 5.40 8.653 \6. 5. 1 og1' �S 65 9 .90 SEA TURTLE NEST 4* 5.46 / � 8 30 15�/ \ ` x 5.73 65 p1� EASTERLY MOST X 761 DUNE GRASS \ 5 \ OLD COASTAL CONSTRUCTION CONTROL LINE PB. 19 PG. 8 CCCL (1972) TRACT "All LOCATION MAP NOT TO SCALE STREET ADDRESS o. o'0° 7 UNASSIGNED WATERSONG WAY, FORT PIERCE, FL 34949 �2 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. O,OOO GENERAL NOTES 50 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. \ o 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS 20 NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & 3 ` 9� MAPPER. \ 2� 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED o, 0 SURVEYOR & MAPPER. \ o, 1 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE x 64 CENTERLINE OF WATERSONG WAY HAVING A BEARING OF 31 S24"28'24"E, ACCORDING TO THE PLAT OF WATERSONG PUD, AS .5 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 SEASONAL HIGH WATER LINE CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. LOCATED ON 6/30/2020 J NAVD OF 1988 AT ELEV 5.3' 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. CONVERSION TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) 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. G w U OJ Z w LL x z z Z 2 w U 0 W Z N �UZ _ &0 0UQ >o CO Z LU d�0 U)m UQ~ z M F- WSQ� �m W Z 0 og o o< U Z z J w Q O U 8 QIL C� o N O U -I � H rn � DRAWN BY, CA CHECKED BY, CA DATE: 05/12/2018 HORIZONTAL SCALE+ 1"=20' NOT VALID WITHOUT THE SIGNATL AND ORIGINAL SEAL OF A FLORID/ LICENSED SURVEYOR & MAPPER. SEAL CHARLES ARNO PROFESSIONAL SURVEYOR & MAPF FLORIDA LICF,NSE NO. a971 SHEET 1 OF 1 PROJECT NO, 20-52;