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Home My WebLink AboutSURVEYSLEGAL DESCRIPTION` LOTS D AND 10. EIOCX B, LAKEWOOD PARADDITION NOA, ACCORDING TO THE E NAP OR FLAT THEREOF AS RECORDED IN FIAT BOOK 17. PAGE 23, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. N 'ABBREVIATIONS (C) CALCULATED NATO NORTH AMERICAN VERTICAL DATUM (M) MEASURED NR NON RADIAL (P) FIAT DATA ORB OFFICIAL RECORDS BOOK CONC. CONCRETE P.O.B. POINT OF BEGINNING A DELTA ANGLE P.O.C. POINT OF COMMENCEMENT6L In FINIS® FLOOR ELEVATION PG PAGE IBC IRON ROD & CAP PI POINT OF INTERSECTION w E L ARC LENGTH PU&D PUBLIC UTILITY & DRAINAGE 7r T8 LICENSED BUSINESS RGHTR RADIUS WAY N/D NAIL AND DISK M�E.9. MMEREDFEND SECTION SYMBOLOGY VICINITY MAP S It CENTERLINE ® TELEPHONE UTILITY ELECTRIC BOX Pa VALVE ® RATER METER CONCRETE co, WOOD POWER POLE M ASPHALT � S' PVC FENCE C-_1 NAUROX BENCEMARE ® WELL SIGN 21' PROPOSED ELEVATION EXISTING ELEVATION gD N.E.S. r u H f v+"��4 q•.v,Q 4� s ? " fie`. " err . NOTES 1. THIS DOCUMENT IS NOT VALID WITHOUT THE SIGNATURE AND THIN ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. ANY REVISIONS MADE TO THIS DOCUMENT OR ASSOCIATED REPORTS WITHOUT THE WHYTIEN CONSENT OF THE UNDERSIGNED WILL VOID THE BEAL WHICH HAS BEEN PIACED HKREON. e. NO ABSTRACT WAS MADE BY THE SURVEYOR TO THRIFT ACTUAL LEGAL OWNERSHIP, HIGHTS-OF-WAY, EASEMENTS OR OTHER BURDENS ON THE SUBJECT PROPERTY OTHER THAN THOSE FURNISHED BY CLDiNT OR THEIR REPERSENTATIVE. DESCRIPTION SHORN HEREON IS BASED ON INFORMATION RECORDED IN OFFICIAL, RECORDS BOOK 4271. PAGE 2200, ST. LUCIE COUNTY. FLORIDA. 4. SUBJECT PROPERTY CONTAINS o.4e ACRES, Mon OR LEES (20.607.99 SQUARE FEET). 6. THE LAST DATE OF FIELD WORK WAS AM e, 2019. a. REVISIONS SHOWN HEREON DO NOT FM70 ENT A 'FIELD SOHVEY UPDATE' UNLESS OTHREWTSE NOTED. 7. THE NORTH LIM OF THE SUBJECT PARCEL 19 ASSUMED To HEAR SOV47'59'K: ALL OTHER HEARINGS SHOWN ABE RELATIVE THERETO, 0. UNDERGROUND UTD.Tf1BH. UTILITY SERVICES. FOUNDATIONS & IMPROVEMENTS WERE NOT LOCATED AS PART OF THIS SURVEY, B. IN SOME INSTANCES, GRAPHIC REPRR9ENTATIONS AND SYMBOLS SHOWN RAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP IP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DTEENSIONS SHOWN SHALL CONTROL THE LOCATION OF THIN IMPROVEMENTS OVER THE SCALED POSITIONS. 10. SUBJECT PROPERTY 19 LOCATED WITHU oJ, ZONE DESIGNATION 'E. BASED ONFLOOD INSURANCE RATE MAP N121111UO 0DATED FEBRUAR16,201 11. ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO NORTH AIERICAN VERTICAL DATUM OF 198e (NAVD119) AND ARK RELATIVE TO BENCHMARK. PRIMARY BENCMURE IS ST' LUCIE COUNTY BENCHMARK 'TONIC'. ELEVATION = 19.68'. THIS BOUNDARY & TOPOGRAPHIC SURVEY AND MAP IEPIUMM AN ACTUAL ON THE GROUND SURVEY PERFORMED BY MR OR UNDER MY DIRECT SUPERVISION. THIS MAP AND BOHM 19 ACCURATE TO THE BEST OF MY KNOWLEDGE AND BEIIEF. TIDE MAP AND SURVEY CONFLLE9 WITH THE STANDARDS OF PRACTICE AS G�iFIED, AI CHAPTER 472, FLORIDA STATUTES, AND IN CHAPTER 6J-17 OF THE FLORIDA ADMLRL" INK: CERTIFIED TO: JESSE MDMAN 7407 BAYARD ROAD '3 AT r-- u T FORT PIERCE, FL-74Q34951 ' cr . X„4om e. P. CHO MA%WELL. FRORID91'REd1 tAT1(LNtjf7d70`• • SIGN TURR DATE PROFESSIONAL SURVEYOR ANIf'LIAf' , , . , • . FOUND RR IN BOX CUT NO ID FOUND % IRON ROD 0.11R, 1.098 LOT S. BLOCK B LAKEWOOD PARE SUBDIVISION ADDITION N0.1 (PH. 17. PG. 23) 79.00' MIN. S FRONT_ CNR ET,�ACK REQ. IINVKRf < SLEV.=1B.4' 10' METAL yp:1x SB 47'59"E Xpo 158.00' O ~ EXISTING Co SID 1-STORY REENCE .4 FFK= 21.6' rA 25. N / \ r4 ~ 29- SET %" IRC - ------ LB 8158 I.UT 17, BLOCK B LAKEWOOD PARE SUBDIVISION ADDITION No.1 (PH. 17. PG. 23) r� H 20.0 X ti e X 17.8' DRAINAGE AND N89-47 xy°a D OKO ORO ------------- LOT 10. BLOCK B LAKEWOOD PARK SUBDIVISION ADDITION No.1 (Pa. 17, PG. 23) Scale in feet 1 Inch = 30 Feet FOUND RR IN BOX CUT NO M 0.1'e � I FOUND %" IRC RLS 2391 I / 79.00' (P) LOT 11. BLOCK B LAKEWOOD PARE SUBDIVISION ADDITION N0.1 (PB. 17, PG. 23) m (LOT 10) O x 2°g 0. 0.5 i x � NOTE: 21 '' 1 0'5 9000 CONCRETE 0. 54 B, .4 O SLAB. THICKNESS. WITH SLAB. FIBER MESH �Ey3 ip e O FOOTER NOTES: AREA OF 40 4' THICK FOOTER W/ 12':12' P•I $ INTEREST CONTINUOUS FOOTER PWWW' 2500 PSI CONCRETE MINIMUM TWO /6 EEBAN, CONTINUOUS THROUGHOUT �10 20' 21 NO WET SAND ANCHORS (ANCHORS PROVIDED AT INSTALLATION) 0.A'- - - - - - - - aa - - - - - - - - - - - N 9 79.00' (P) 58.00 10 �pgp OHO 3¢" IRC ----1 f -----SET ----- Bb ALE COPY St. LudeCoody LOT 16, BLOCK B LOT 14. BLOCK B LAKEWOOD PARE SUBDIVISION LAKEWOOD PARE SUBDIVISION ADDITION No.1 ADDITION N9.1 (PH. 17. PG. 23) (PH. 17. PG. 23) k 0 07 U a Z 'aa J cY g Q -LJL Co U a [� O> ii E G W 3 25 C7 Co a J `�Q' q� � III Lo m N na � 3 E t �e 3 GRAPHIC SCALE �9oq -orjg,5 SCANNED 10 30 R C91V� By NuV 0 5 ?1,:9 St. Lucie County /�\� ( 1 inch = 30 ft. FEET) ST. Lucie County, Permitting - - - SET NAG NAIL CONTROLLING BM SITE BM FOOT DISTRICT 4 GNSS NETWORK SET NAG NAIL ELEVATION-19.76 BASE STEW SITE BM LOT 8 BLOCK B ELEVATION- 19.67 BAYARD ROAD S 9.4750' E 770'- 5s- DN ' 20't ASPHALT ROAD 4.4M 16' METAL PIPE - 161'—METAL PIPE —l0E l0E—� a' i I.�10E mE mE 1¢ l0E—M FIR1/Y 79.00' ..:•.:. DRiVB , 30.11' W 05 13.80' c 16.00' .O 22.30' °o N C4 O o ONE STORY ,Z RESIDENCE#7407 c a COVER®"'.c • SCREEry ,. •CONC - O O LOT 9 5 BLOCK B „. 17.5' DRAINAGE AND m._ UTILITY EASIMENT LOT 17 I LOT 16 BLOCK B BLOCK B S 89.48'01" W ® 158.00 79.00' FIR 1/2' JOB f 19-0007 MSD VALID WITHOUT SHEETS 1 & 20.03' FORM BOARD TOP DEVA1101 20.41' g 2001'. DECK 741, �.9 LOT 10 BLOCK B 32391 w 2 W l02 W O O O .q LOT 11 BLOCK B 17.5' DRAINAGE AND UTILITY EASTMENT RR 1/2- 9.00' - LB 8158 158.00, - LOT 14 LOT 15 I BLOCK B BLOCK B Mills, Short, Drum 8 Associates Land Surveying 8 Mapping PACE 2 OF 2 ,�ruAP OF BOUNDARY SURVES' . OF LOT 9 & 10, BLOCK B, LAKEWOOD PARK ADDITION NO: 1 according to the plat thereof as recorded in Plat Book 17, Page(s) 23, of the Public -Records of ST. Lucie County, Florida. (Contains 0.46+/- acres) RIP FOUND IRON PIPE EL ELEVATION LEGEND C'"NO IDENTIFICATION" BM SITE BENCHMARK SIRC=SET1/2"IRONROD P,O.C.= POINT OF COMMENCEMENT ® WITH CAP "LB 8006" _ =WATER METER P,O.B.= POINT OF BEGINNING -K-K-K =CHAIN LINK FENCE ❑ CABLE PEDESTAL CONC = CONCRETE _ LAN FIRE HYDRANT CB= CHORDBEARINGCONTROL FN&D= FOUND NAIL AND DISK - =WOOD FENCE = WOOD UTILITY POLE PCP = PERMANENT CONTROL POINT Q POINT SNEL.= SET pC= POINT OF CURVATURE = WATER F FF NISHED FLOORND HAD FLOOR ELEVATION PRC= POINT OF REVERSE CURVE 'TOP OF BANK =GUYANCHOR S/7=SEPTIC TANK S/T SEPTIC ISTINGVALVE EL PT= POINT OF TANGENCY ❑W =EXISTING WELL TRANSFORMER SF SQUARE FOOT R/W=RIGHT OF WAY =TOE OF SLOPE O =ELECTRIC S =SANITARY O PLAT (D)=DEED (M)=MEASURE FIR =FOUND IRON ROD MANHOLE CIL =CENTERLINE "NO IDENTIFICATION" =OVERHEAD WIRES ® CATCH BASIN IR EDP= EDGE OF PAVEMENT =IRON ROD FIRC = FOUND IRON ROD WITH CAP C=CALCUATED DMETALPIPE A/C =AIR CONDITIONER - -B.9.L = BUILDING SETBACK LINE =LIGHT POLE IP =IRON PIPE C=CALCUND I.D. =IDENTIFICATION FND FOUND CM= CONCRETE MONUMENT C#= NUMBER PI = POINT OF INTERSECTION &=ACURVE &=AND SURVEYORS NOTES: CERTIFIED TO: 1. LEGAL DESCRIPTION PROVIDED BY CLIENT. ADJOINERS SHOWN HAVE NOT BEEN SURVEYED. JESSE HINDMAN 2. THE EXPECTED USE OF THIS PARCEL IS RESIDENTIAL THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS BOUNDARY SURVEY IS 1 FOOT IN 7,5W FEET. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAY AND/OR EASEMENTS OF RECORD. 4. SEPTIC TANKS AND WELLS IF SHOWN ARE APPROXIMATE LOCATIONS AND SHOULD BE FIELD VERIFIED BY A LICENSED CONTRACTOR FOR CORRECT POSITION AND SEPARATION. UNDERGROUND UTILITIES OR FOOTERS HAVE NOT BEEN LOCATED. S. THE SOUTH RAN LINE OF BAYARD ROAD IS ASSUMED TO BEAR N 89'48'01" EAND ALL OTHER BEARINGS ARE RELATIVE THERETO. 6. ALL RIGHTS -OF -WAY SHOWN HEREON ARE OPEN TO TRAVEL UNLESS OTHERWISE NOTED. 7. ACCORDING TO THE NATIONAL FLOOD INSURANCE RATE MAP NUMBER 12111CO0701, HAVING AN EFFECTIVE DATE OF 02/1612012, 20XX. THIS PROPERTY APPEARS TO LIE WITHIN ZONE X. OUTSIDE SPECIAL FLOOD HAZARD AREA B. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND DISTANCES AND ARE REFERENCED TO U.S. MILLS, SHORT, DRUM & ASSOCIATES, LLC SURVEY FEET. ELEVATIONS SHOWN ARE BASED ON N.AV.D. GEODETIC VERTICAL DATUM OF 1988 CERTIFICATE OF AUTHORIZATION NUMBER LB 8078 9. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE PROFESSIONAL OPINION OF THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. PROFESSIONALLSSURYj=R AN D-MAPPER IN RESPONSIBLE CHARGE /- /J 10. THIS SU RVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR i JJJkkkfff"' ENTITIES NAMED HEREON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, -, CERTIFICATION OF THIS SURVEY NEAP APPLIES ONLY TO THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5,117 FLORIDA ADMINISTRATIVE TERRY H. DRUM PROFESSIONAL SURVEYOR AND MAPPER N0. 5597 CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OR DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT DIGITAL SIGNATURE BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS AND DIGITAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHER THAN INTENDED BY THE SIGNING SURVEYOR. 11. NONE OF THE DIMENSIONS TO STRUCTURES SHOWN SHOULD BE USED FOR CONSTRUCTION OFFENCES ONLY THE PHYSICAL PROPERTY CORNERS SHOWN ON THIS MAP SHOULD BE USED. UPDATES we/w REVISIONS ADDRESS: 7407 BAYARD ROAD FORT PIERCE FLORIDA 34951 ATE: (NOT VALID WITHOUT SHEETS 1 & 2) JOB k 19 (X)07 NSD DRANM BY. JID Mills„ Short, Drum a2 a/& PD�nd CHECKED BY: HAK 700 � P/aO14 -q fi 2D 4620 SNee4 NE SIE 2 Associates. 14� Bwch Ronda 32960 P&m Boy, Rc da 3290.5 FIELD BOOK: FILE PAS- 1 OF 2 Land Surveying?- Ma in Mapping PHONE (712) 726-7282 FIELD DATE 10-23-19