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HomeMy WebLinkAboutFormBoard Surveyctd mo 0 m M E FLORIDA STATE PLANE COOR NAD 8%0 US SURVEY FEET (TYP) N 1111886.568 E 896031.463 FND 5/" IR, NO ID FND NAIL & DISK C&T LB # 4286 nG 0 C ��� 3�-_ 0 -2�A N 00\ TA O 1J0 6',oN�A y 1,0 A c00 02 C\ \ FND CROSS IN NAILS ® DROP INLET BENCHMARK ELEV. = 4.50 NAVD 1988 DATUM 610, q I-- N FLOOD ZONEAE-6 \MANGROVE IXI SWAMP \ 1, \ 1,40 4,4 0 4.3 RECORD SURVEY LOCATED IN ST. LUCIE COUNTY, FLORIDA Closure Report Sun Feb 17 09:40:23 2019 Northing Easting Bearing Distance 1112769.447 895639.023 S 17042'14" E 1048.371 1111770.727 895957.830 S 22039'58" E 506.412 1111303.426 896152.981 S 22039'58" E 4185.491 1107441.197 897765.904 N 19024'25" W 3611.081 1110847.107 896566.034 N 24028'23" W 292.604 1111113.421 896444.816 N 24028'23" W 40.000 1111149.827 896428.244 N 24028'23" W 1541.291 1112552.643 895789.744 N 34048'24" W 264.047 1112769.447 895639.023 Closure Error Distance> 0.07 Error Bearing> N 90°00'00" E Closure Precision> 1 in 602,262,531,225.1 Total Distance> 11489.297 Closure Area: 682494 sq ft, 16 acres \ R-65 NO MONUMENT FND 0 CP 00 0 vo- O 0�< \ TRACT cS O,A CP �( �0 On v -4� \ / O Up DROP INLET ORATE ELEV. = 4.50 \ �N�O INV. N. = 2.02 / N (PP, INV. S. = 2.00 \ FLOODZONE E-7 NAVD 1988 DATUM,. 13 p6 BJ\� 650?) x 5.8 \ S LOT 68 5,3 VACANT x 5,9 / N 1111119.65 5,09 E 896458.51 i \ \FND %"IRC / \\ LB # 4286 LOT 69 VACANT O 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 C/L CENTERLINE PG(S) PAGE(S) CONC 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 @ AT M MEASURED DATA 0 DELTA MON MONUMENT UTILITY POLE N&C NAIL AND CAP U FIRE HYDRANT NAVD NORTH AMERICAN VERTICAL DATUM ® SEWER MANHOLE NGVD NATIONAL GEODETIC VERTICAL DATUM 9 BACKFLOW PREVENTER NO OR # NUMBER IV IRRIGATION VALVE L., NOT TO SCALE © A1A ORANGE AVENUE 0 F v Z mw RD. � v2 1C OKE'V' M MW OW ROAD SITE .C� N P A LOCATION MAP NOT TO SCALE STREET ADDRESS 5012 WATERSONG WAY, FORT PIERCE, FL 34949 NTS NOT TO SCALE ® \ CLEAN OUT LEGAL DESCRIPTION LOT 67, ACCORDING TO THE PLAT OF WATERSONG P.U.D. MEAN HIGH TER LINE PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, LOCATED ON 2J05J2019 �� A-D, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. NAVD OF 1988 p�\\\ELEV 0.5' LSEASONAL HIGH WATER LINE \ GENERAL NOTES OCATED ON 02/05/2019 FLOOD ZONE VE-11 NAVD OF 1988 AT ELEV 5.3' 5 0 �� 1. THE EXPECTED USE OF THIS SURVEY AND/OR MAP IS 5�� 1 0.1 \ /� RESIDENTIAL. / 2 x 1' 2. ADDITIONS OR DE x3 3 �OUROO SIGNING FLORIDA LICENSED SURVEYOR & DELETIONS TO THIS SURVEY AND/OR MAP IS O' CONT NOT CERTIFIED BY THE OG (�A N'0 N k 5 MAPPER. �33 6 ° 3. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE 6' SIGNATURE AND ORIGINAL SEAL OF A FLORIDA LICENSED 6 ,8\ 3 \ ' 0.1 SURVEYOR & MAPPER. 7x 6.7 j X \ 0,5 \ 4. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE 8 3' x 5 N 19054'43" W CENTERLINE OF WATERSIONG WAY HAVING A BEARING OF / \ 13.53' S24'28 24 E, ACCORDING TO THE PLAT OF WATERSONG PUDA , S l 9 RECORDED IN PLAT BOOK 42, PAGE 34, PUBLIC RECORDS, SAINT 61 10 95 °3018 / \ / LUCIE COUNTY, FLORIDA. 12 11 \ g6 c; 3 / 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY 13 0.1 \ IS IN ZONE "AE-6", "AE-7 AND "VE-11" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 13 1X,11 x 6,1 6' ; 0.4 0194 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN 2 \ ONLY BE DETERMINED BY AN ELEVATION 1 / 1 CERTIFICATE. 9, 5.2 x 4'6 \ 6. ELEVATIONS, IF SHOWN, ARE IN NORTH AMERICAN VERTICAL 5°3� \\ DATUM (NAVD) OF 1988. CONVERSION TO NATIONAL GEODETIC 6'7 \ VERTICAL DATUM OF 1929 (NGVD 29) IS (+1.49'). 5,8 \� \ 7. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED 11 SEASONAL HIGH WATER LINESTATES STANDARDS IN FEET AND DECIMALS THEREOF. \ LOCATED ON 02/OSJ2019 NAVD OF 1988 AT ELEV 5.3' 8. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE ,0 1D 9.0 / BEEN LOCATED AND SHOWN HEREON. 9. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. oGN� - / 10. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LAND SURVEYED OR LAND OF OTHERS. NN0N,A ` 11. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS 11.5 7,5 )10 -Z FND %' IRC �N-7 �P �NO LB # 4286 \ G) A 1 �O `m UP A 0< \ 00 - '�'� NA en 0 �< TRACT A Ira -02ZN FLOOD ZONEAE- ORIDA STATE PLANE C NAD�3/qo US SURVEY FEET N 1111037.460 E 896635.454 %" IR, LB # 4286 OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY C / ACT DEEDS. �� NE.11 12. THE LAST DATE OF FIELD WORK WAS SEPTEMBER 06, 2019. FLOOD Z° 13. 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 KINEMATICS (RTK) 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON HIPER GA-11 v SYSTEM WITH CHANNELS (L1 & L2). 3. THE ORIGINAL GPS RTK MEASUREMENTS LOCATED ON FEBRUARY 05, 2019. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS ANDIOR 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 R-66 AS THREE DIMENSIONAL (3D) POSITIONS. NO MONUME�j EOUND 4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2018 AND A CARLSON SURVEY + DATA COLLECTOR. g 5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS MINIMUM 184 0� �� STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE (F.A.C.) 5J-17-051: d Z 2 O W V 0) m � M ; o � N O , J to `" paa o Lu F- U rc LL N L6 N � � Q r Q> Go io Go _U' w to V 0 N z � Y z Lu 00 Z °D O CDle= a Y w � o- � to ❑ U F F- H rn z � o U � Of x w z D' a ❑ 130 w ra w Q U a > w to LU Q o' Q U U p}q (IN ON W m L A ON � ON In OWZ ww a � �j O &wN z J ws� LL°w z z /Zffia V � zza a3� O w o0 J www U urwN U) Q 0 Z °=° Z 1- Z K =oq OwQ °w= W Z Z Usw W ��K �. "_ QHO o Zoo" U c� 3 0 <bz LL U Z LLZ�= _ w U F-ol} r z w L r w O zu z U w_I-_OJ w d Op.D `n Z z w Oa w w 0 Z U zw� O ¢wa> U Wm O 0 Q 3w w Uz3F- 5O�� U 20 OOa N W;$I O = Zww nzz �pwo U 0 fj 0 a<oo DRAWN BY: CA CHECKED BY: CA DATE: 02/12/2019 HORIZONTAL SCALE: 1'=20' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER ASEAL' CHARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA LICENSE NO.4971 11 9_ \ HORIZONTAL: 10MM + 1PPM (RMS) SHEET 1 OF 1 VERTICAL: 20MM + 1 PPM (RMS). `! PROJECT NO, 19-510