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HomeMy WebLinkAboutBoundary SurveyBOUNDARY & TOPOGRAPHIC SURVEY OF LOT 6, BLOCK 138, LAKEWOOD PARK UNIT 11, according to the plat thereof as recorded in Plat Book 11, Page(s) 32, 32A-32D, of the Public Records of St. Lucie County, Florida. .(Contains 0.23 acres) LOT 8 LOT 7 BLOCK II BLOCK 138 RESIDENCECE VACANT _ FF EL.= 22.47 DRAINFIELD WELL OUT OF NO WELLS I' RANGE LOT 5 BLOCK 138 VACANT NO WELLS LOT 4 BLOCK 138 VACANT NO WELLS CONTROLLING BENCHMARK NGS PID AF7506 PUBLISHED ELEVATION 23.51' NAVD 1988 SETBACKS: FRONT 25' SIDE 7.5' REAR IS - CERTIFIED TO: WJHLLC is 21.1 FIR GAIN O X21.7500 21.60 X 21.63 3 1. 21.80 N 89.59 56 E 129.94 (C) SIRC 1/2- F1 R21.4 21.70 LB 8DO6 n 7.5' B.S.L. + �1050 0, PROPOSED 3x3 N 22.01 ;21:36�:` ; GAL S� CONQ A/C PAD ❑ N 21.48 BLE 5.0 as 2.00' PROPOSED-G 6� /PROPOSED o_•: _ SO1 gg / RESIDENCE - 16'CONC `o" .:D w a ona B �• MODEL 1202 DRIVEWAY .CO','- •ri F, X21.60 4. 21.54 28.OD, -47.2V --- PROPOSED COVERED j LOT 6 ENTRY/W WALK BLOCK 138 ROoD� 21.52N . 7.5' BS_L G (VACANT) 2 /(\ 10-0 1 21.6D GRAPHIC SCALE w 124.95'(C) 21.60 LB 8006 LOT 3 , BLOCK 138 21.7E VACANT 140 WELLS W^ ll\ - LO'T 2 BLOCK 138 z C: RESIDENCE FF'EL=23.42 NORTH R/W LINE OF FIR SANTA ROSA PARKWAY AT SE BLOCK CORNER LOT 2, BLOCK 138 21.14 O ,. 7 f- �L\ 7' 0 �C C_ U3 q N 0 N D(f d0 LL y ^ E C ^N 0 fl CCL CL Q W = C 0 Q N 1 LLI LL IL E2 0) a) j CO p 20.76 U)Co ~ + I 0 f_ SURVEYORS NOTES: 30 0 15 30 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,SCO FEET. ( IN FEET) 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY ANDIOR EASEMENTS OF RECORD. 1 inch = 30 ft. 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED 05597 GSS SURVEYING 8 MAPPING, L-C. CERTIFICATE OF AUTHORIZATION NUMBER LB 8006 STAIEOF nORDA 19:[ lyxi-9T�:.i1:A1Jb12419]tl:i1aUY:i Y�l: f91:111Xa:G1:INy CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. 5. THE WEST RIGHT OF WAY LINE OF EASTWOOD DRIVE IS ASSUMED TO BEAR N 00-1BN11' E AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. Date: 7. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 12111COD70J, HAVING AN EFFECTIVE DATE OF FEBRUARY 16, 2012. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X, OUTSIDE SPECIAL FLOOD HAZARD AREA 2019.07.0 8. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. SURVEY FEET. 9. THE BOUNDARY DETERMINATION AND DELIN EATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE p (� 1 13:18:09 PROFESSIONAL VEYOR PURSUANTTO NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND 91 NOT INTN ON OFENDED TOS PLY ORBDETEERMIINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. -041001 10. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BE NEFRAND USE OF THE PERSONS AND/OR ENTITIES NAMED TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER NO.S597 OR HENRY A. KILBURN, PROFESSIONAL SURVEYOR AND MAPPER NO.6661 NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SIGNATURE AND DIGITAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 11. ELEVATIONS SHOWN ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD BB). 12. THE PROPOSED ELEVATIONS AND/OR .DRAINAGE FLOW ARROWS IF SHOWN HEREON WERE PROVIDED BY THE CLIENT. ADDRESS: 5711 EASTWOOD DRIVE, FORT PIERCE LEGEND PO# 022LWPDII EL.=ELEVATION RP= FOUND IRON PIPE'NO IDENBFICAPOW B3-WATERMEMR Q =ELECTRIC FNO=F°CULN 7E0 ( X =CHAINl11Vl(FENCE SM=SITE BENCHMARK SIRC- SET 1R' IRON ROD WITH CAP'LB BOW C=CALCUATED R =CU P.O.C.= POINT OF COMMENCEMENT CONC=CONCRETE =RREHITIRANT XXXX -PROPOSEDELEVATIONS 6=AND -O-O-O- =WOODFENOE P.OB.- POINT OF BEGINNING FNBD= FOUND NAIL AND DISK IN =WATER VALVE =RECLAIMEOWATER AIC=AIRCONDITIONER I.D.=IDENTIFICATION -Ta6- -TOPOFBANK CB=CHORD BEARING /CH=CHORD SNSD -SET NAIL AND DISK ® CM= CONCRETE MONUMENT PCP= PERMANENT CONTROL POINT FF EL= FINISHED FLOOR ELEVATION -DQSTINGWELL -TOE- =TOEOFSLOPE PC= PONTOFCURVATURE PT=POINT OFTANGENCY TFS=MPOFFORMBOARD SF=SQUARE FOOT Q =SANITPAYM1WIHOLE O =ELECIRICTRANSFORMER RWzRIGHTOFWAY (P)=PLAT(D)=OEED(W=MEASURE OAV =CABLEPEDESTAL EI =IELEPHONEJUNGRONSOX ®-IRONROD -oxn- =OVERHFADWIRES FIR- FOUND IRON ROD'NOIDENTIFICATION' CA=CENTERUNE EDP-- EDGE CFPAVEMENi ® © =IRONPIPE FIRC- FOUND IRON ROD WITH CAP CMP= CORREGATED METAL PIPE =CATCH BASIN =IIGNTPOLE -B.SL. = BUILDING SETBACKLINE UPDATES andTR RE"CTED 5 BY GATE JOB M• t ?� �+N, y�3 jY I/IdL-B+A GSS Surveying and Mapping LLC 4620 Lipscomb Steet NE, Suite 2 ADDED UNOBSTRUCTED AREA FOR BRAINERD LD 06-12-I9 BY. LI DRAWN. BY: LO eEOPooM00EL TO LO 07-0I-10 CHECKED BY: THD FlnD BODK: FILE ``. -' Palm Bay, FL 32905 321-914-3978 PAGE: FIELD DATE: 04-08-19