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HomeMy WebLinkAboutRecord Survey - Final SurveyBENCHMARKjN. RIM MANHOLEELEV. = 5.01' NAVD OF 1988 LEGEND & ABBREVIATIONS A ARC LENGTH NO OR # NUMBER ss SEWER MANHOLE A/C AIR CONDITIONER NTS NOT TO SCALE ® BACKFLOW PREVENTER CBS CONCRETE BLOCK STRUCTURE OHP OVERHEAD UTILITIES IRRIGATION VALVE CCCL COASTAL CONSTRUCTION CONTROL LINE ORB OFFICIAL RECORDS BOOK ® 'Cf CLEAN OUT FIRE HYDRANT C/L CENTERLINE p PLAT DATA CONC CONCRETE pB PLAT BOOK CM CONCRETE MONUMENT PG(S) PAGE(S) DEG OR DEGREE PLS PROFESSIONAL LAND SURVEYOR ELEV ELEVATION ROB POINT OF BEGINNING FFE FINISH FLOOR ELEVATION POC POINT OF COMMENCEMENT FND FOUND PRM PERMANENT REFERENCE MONUMENT ID IDENTIFICATION NUMBER PSM PROFESSIONAL SURVEYOR AND MAPPER IP IRON PIPE R RADIUS IR IRON ROD RLS REGISTERED LAND SURVEYOR IRC IRON ROD & CAP R/W RIGHT-OF-WAY LB LICENSED BUSINESS TYP TYPICAL LS LICENSED SURVEYOR © WATER METER M MEASURED DATA & AND MON MONUMENT ® AT N&C NAIL AND CAP DELTA NAVD NORTH AMERICAN VERTICAL DATUM UTILITY POLE NGVD NATIONAL GEODETIC VERTICAL DATUM 'C� FIRE HYDRANT FLORIDA STATE PLANE COOR O NAD 83/90 US SURVEY FEET (TYP) nO <O N 1112769.447 2 0 2 E 895639.022 O -� 00 \ FLORIDA DEPARTMENT OF 07.0 � j 4`�2�� NATURAL RESOURCES d? gam\ CM # 94-77-A-16 1_0 C \ FND NAIL & DISK �G \ WESTERLY Most LB # 4286 G) DUNE GRASS FLOR A TATE PLANE COOR �i6 / NAD a%90 U URVEY FEET (TYP) / / Z 1112227.156 FLORIDA STATE PLANE COORDINATE / \ 895898.498 N NAD 83/90 US SURVEY FT. (TYP) // FNDB 8'4286 O / -o I q \ N 1112248.136 / # \ \ \ \ FND / IRC, LB # 7903 DPP° \� E 895944.854 // N 1111973.2020955 �\ 2 try FND 5/8" IRC E 896209.55 \ yZ \ \ O- O' LB # 4286 I Q \ LOT 42 7- / OCCUPIED \ 15 - Z01 SEA RAPE FND NAIL & DISK \ LS # 4971 *PA�lMTRFF. \�OQ��o\ I �C \V9' \ PALM TREE 12�� 1``S6 FND 5/8" IRC \ 5 O 3 LB # 4286 11 N 1111973.20 5.7 I 0 P OD N W � I v M I I I � I E 896209.55 LOT 43 6.0' ! OCCUPIED 6.0' FND 5/8" IRC x0.O c 6 LB # 4286 �6; 1' 5.2 �? > 3G N 1111973.20 Z. ,36 9S LOT 44 \ems ° 5 s E 896209.55 0 y ' 5.2 to 6.0' 653 �� $%ate 58 CP �yG x x 6�40 61 Sg`�GBS 9� x 5. 5,1` 3T ° \ ` SRO �t1 0 9 5,5 O\ 6.0' ° _ n o0 ova 2 3$ 2 N 6y12a 1� \ O 91 w 91 9 RECORD SURVEY LOCATED /N ST. LUCIE COUNTY, FLORIDA EASTERLY MOST \ \ \ \ 0' CONTOUR LINE DUNE GRASS \ 0 \ 00 `S i\ ro / °3 �36 \ 11 ' TOE OF SLOPE', 1� 660 4' PLASTIC EASTERLY MOST I FENCE / ` DUNE GRASS I / SEASONAL HIGH WATER LINE kPE ,(y 0/J /� LOCATED ON 12/16/2020 \NAVD OF 1988 AT ELEV 5.3' / o �MEAN HIGH WATER LINE \ v- LOCATED ON 12/16/2020 2� \ \ NAVD OF 1988 AT ELEV 0.5' �6 \ \ W TER LY NI T 00 WESTERLY MOST DUNE GRASS LOT 45 / \N 1112082.760 6.0' /' �\\ E 896160.606 y� FND 5/8" IRC VACANT 1�r56 / j�o \ FND 5/8" IRC q LB # 4286 6GD°3 �yGj �' LB # 4286 9 00\ FLORIDA STATE PLANE COORDINATE FND 4X4" CM� NAD 83/90 US SURVEY FT. (TYP) LB # 42 N 1111820.346 \ / E 896323124 / /N 1112029.794 LOT 46 C FND 5/8" IRC 2 LB # 4286 Vt'�° FLOOD ZONE AE-6 \ ori / ?i T E \ o O \�G BENCHMARK\ G3 6 CA DROP INLET \ \ sc \ ELEV. = 4.50' NAVD OF 1988 FLORIDA STATE PLANE COOK -� \ NAD 8%0 US SURVEY FEET (TYP) N 1111886.568 - E 8963 \ FND %' IRIR, NO ID "Z i FND 5/8" IRC LB # 4286 N 1111920.61 E 896093.94 FLORIDA DEPARTMENT OF 2 ENVIRONMENTAL PROTECTION t�(ON # S-765 1-3�O �o •� P �O� WO Z� C) n N /rbN CIDo Closure Report December 16 2020 Northing Easting Bearing Distance 1107441.199 897765.902 N 20°05'23" W 3766.640 1110978.661 896472.093 N 24'2O'11" W 333.953 1111282.940 896334.473 N 24`19'59" W 662.497 1111886,584 896061.497 S 41 *49'18" W 155.467 1111770.727 895957.830 N 17*42'14" W 1048.371 1112769.447 895639.023 S 34"48'26" E 264.052 1112552.641 895789.748 S 24'28'19" E 461.295 1112132.787 895980.839 N 65"31'34" E 143.787 1112192.355 896111.706 S 24°02'41" E 231.206 1111981.210 896205.911 S 24'28'21" E 1036.904 1111037.462 896635.455 S 17°27'00" E 3769.751 1107441.199 897765.902 Closure Error, Distance> 0.253 Bearing N 36°52'20"E Closure Precision 1 in 213072368809.0 Total Distance> 11873.922 Area: 637467 pq ft, 15 acres LOCATION MAP NOT TO SCALE NOT TO SCALE >J ~ \5 Al 2 n P ntA AYf tg 0 F vy 2 o� "z xw a 0n 92 SITE �A 14 1A P A MUA BLw. 1 -I-1 r)q1 a� Nl j St. Lu le co. F J STREET ADDRESS Dat�21t Approved 4852 WATERSONG WAY, FORT PIERCE, FL 34949 LEGAL DESCRIPTION LOT 44, 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 EXPECTED USE OF THIS SURVEY AND/OR MAP IS RESIDENTIAL. 2. ADDITIONS OR DELETIONS TO THIS SURVEY AND/OR MAP IS NOT CERTIFIED BY THE SIGNING FLORIDA LICENSED SURVEYOR & MAPPER. 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF WATERSONG WAY HAVING A BEARING OF 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", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0194 K, EFFECTIVE DATE FEBRUARY 19, 2020. 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 APRIL 11, 2022. 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 (1=.A.C.) 5J-17-051. V o � V W W > 0 CL in Q O Z W LL: rn m �+ v a %4 Don CO) �fw LU Z ff WO d W Oo W Z LLa NO m LL -� a ; ao co z Z O W 2 c CO J = > 1� J co G Cy9 N 3 f~ Op 1L Z w" co a 00O z QIL r z z } Z) w > o o- 0 > - w w H > v> o W A Z z o o J PQ a w Z o E3 w w fll r/� w W A w Q A M U U U U prq (U N o o C> N N (U F (U (U CU Q CU (U \ \ \ d' �0 M o 'Q °Wz w U 0 &Wy Z jL boo W (T�� (D cr W O O or,a U) zz> LLI Q N U Z N W °~Z" Z U z Z26 O oWz � 0 n W O'no 'w R U Q U O 3: Za�o5 LL O U LLa= I _ a 'w 16 W Q 2'ors wi-o U a a,a Z OU o°goo oz m z N J W Q O 2 W Q O ci °'A 0�3t� U 5 z1lnW W 3 0= N o0 WO DRAWN BY1 CA CHECKED BY, CA DATE, 12/05/2020 HORIZONTAL SCALD 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LIC NSE NO.4971 /3 ?.. z' PRIbrrED DATE SHEET 1 OF 1 PROJECT NO,20-547