The URL can be used to link to this page

Home My WebLink AboutSurveysN.W. GORNER OF SECTION 18. TOWN511IP 34 5OUTH. RANGE 40 EAST I .-141821 ~ \ ` 1002 4\ 00000 OF SECTION 18 F NORTH LINE L9 1328.8G' 3021G' 1/ 0 14i82S14 "� 1 0005 1 \ 0009 -------- SET GAP 302.16' 501. °vS I 114.7' / 141821 1002 00000 PORCH 5EE DETTL V (1 �r�sNra.rtrk ce.s. #5179 / EL-zas• T'4 p� - WELL ` WATER 4 1il PUMP + A/O (� 4�°•�ayry I �Y 0.3N. I I I I to 141821`e O 1002 1 t\� 50106 // I O I I - - - - - - - - - - - - - - - - - - - N38'5(-0'29'W G.G9' 524'3G'3G"W 14.38' L-3 N17'15'14"W 5.9G' SNAIL KITE LANE rTF,r,, sETEACK AEC. �i �) (� 1 ee l9 of - FLOOD ZONE CAH-19') FLOOD ZONE X FND.GAP i O C60183 - �' r""" • i Mf IN ON GAP PAYD S • gym' c�MnSSR��D� I yy I E WDRADpLL r HUMT HARLOT 0 � . #TISSAl RNMW A DG '}I1L{ I I S / 141521 10010 I� \ 0007 �- 'ALK Z I$ M LLS ~ T N l n �FNMGAP `'T SET BM ON CGO18) 1'GONG. POWER POLE I5ANDBAG PK/NAL WALL 4 EL.-22.5G' NAVD-- I FRONT 141821 \ O '-'�--: 100.3 O I O ig 50008 La SIDES I `� RE. AR 7.NG. TECH. 1 I 332.04' - 5. LW OF W.W. i; 5EG. 15 I- - (I E I I {/J 001522 ,1 \` 0009 I� ! I I� (I FLOOD ZONE y CAN-19') j i 1! FLOOD ZONE X 1418122 0020 0007 O (� 14 30' I �" lr 141812.2 1W 0025 C 002 �. NOTE, PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED BOLDING PERMTS. LEGEND OF SURVEY ARBREVIATIDNS LENGTH A ARC DELTA L AC AIR CONDITIONER# LIGHT PRE AVE AVOM M MEASURED VG AVERAGE NH MANACLE BB HEARING BASE MHVL. MEAN HIGH WATER LIE BM BENCH HARK IOU ENT MAR. & ODISK BLVD BOULEVARD NN M NORTH C CURVE No NUMBER CALC TED CALCULABEARING MIT INCLUDED CB CHORD 13EHE OVER ELECTRICAL CAS, CONCRETE BLOCK ' STRUCTURE PG PACE CHORD DISTANCE CE PK PARKER KALON NAIL CLR CLEAR P PC PLAT POW OF CURVATURE CLY, CHAR! LINK FENCE PCP PERMANENT CONTROL PC CM CON: CONCRETE MONUMENT PI TION CDR COIOETE CDRER Y �C CF CONCR PH POWER METER CB CONCRETE SW POS POINT OF BEGINNING D D® PRC POW OF REVERSE GR DD NEEDamPOLE PERMANENT REFERENCE DEP BEPARiIEXf OF PT K PA11¢ROI POW OF TANGENCY IF � R RECORD BY PLAT OR BE ffiiT DISTANCE RO RN RADIAL Ot RADOIS RLGHT OF WAY am DEPARTMENT OF SOUTH NATURAL RESOURCESS SEC SECfIDI OR DRIVE SOFT. SQUARE FEET DRADL DN DRAINAGE DRIVEWAY SA STATE ROAD E EASY ST STREET ESMR EASOQMT STA STATION ELEC ELECTRICAL � STRUC STRUCTURE SUBDIVISION L" E Tam TANGJff FF FD FAST FLOOR FOUND TIN TEMPORARY BENCH MARK XF FIRE HYDRANT TEL TR TELEPHONE TRACT FFCM F COO¢'TE FPL IA lIDNIDEMTi IRON P PDVER i LTBNf DOM RIPEuTIL TEL U 16 D TELEPSP HHIP ONE i DRAINAGE ROD UTILITY F F FIELIROND FIELD V WEST F/M GDV GOVE NEN T ® WATER METER CDRR.. � VV WATER VALVE am UONO a DELTA ANLB.E TOM LOa3=QAL '-+ CORDER Lam HW MEAD WALL LEGAL DESCRIPTION, THE 50UF OF NE Y4 OF NE Y OF NW Y4• LESS THE EAST 30 FEET. LYING IN SECTION 15. TOWNSHP 34 SOUTH. RANGE 40 EAST. ST. LUCE COUNTY. FLORIDA. SURVEY NOTES: 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD. 2. NORTH ARROW SHOWN HEREON IS ORIENTATED AS SHOWN. 3. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS 4. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988). UNLESS OTHERWISE NOTED. 5. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 6. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT. 7. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE HAVE BEEN LOCATED. 8. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18- LONG #5 REBAR ALL FOUND CAPS ARE A 5/8- ROD WITH A CAP AS LABELED ON SURVEY. 9. ORIGINAL BM: FOOT A-31 EL.=18.42' NAVD CEm,rIFIED TO: GILLESPIE BUILDERS 23.1 23.-7 2-5 24.0 24.0 23.8 45.1' HOUSE DETAIL w NOT TO SCALE 1G.0' 3.0' PORCH PORCH n COW. WALKy�_:. I STOAT Ld , .. C.D.S. #517D EL.-24A' 'a N M� N Nj 2a.r 6.0. N GARAGE m EL-24X N 23.2 .a 23.4 WATER PUhP . ( 23.7 ..:� GONG., '.i. :• 23.1 + A/C :.L DWVE EL-242' WELL > ;?e�.'.; . 4P•. N.W. CORNER OF SECTION 18. TOWNSHIP 34 SOUTH. RANGE 40'EAST SNAIL KITE LANE 1328.86' NORTH LINE SECTION 18 302.1G' OF ` � ( .o" I 01� I \ OOOOO y, FLOAOD 1Z�ONE Ti T� I 0009 JI ) 0009 008522 ~l •,4 of 0009 OI FLOOD ZONE X FND.GAP « 511E BM ON GAP 6 1 - - - - - - - SET CAP 302AG' 55 5� 92 [L 17.95' NAVO 5E:11• 91 091- 5 x a5nANv5 ncti eAieo ,III t 2 I I 9T LR095FAOD5 I I Q y ENVROMfEMrAt Aq A5-4ER I, SURVCY HtO,ELi MOZOT I x + N115301 RENSCH A 0 7, 114 p mo/ (.I I 1� = w •'.+ iiilll - FLOOD ZONE ' •/ 141821 `' FORMBOARD 1002 LOCATION I Fli y"� ` AH 9 FLOOD ZONE X 00000 `- - — — — — — — , 32=2— Iu 141821 ��. X" .," ,r� I� /„~ 1418122 "+ SEE DETTL 10010 QOryO - I 1 STORY L B.S. I 0007 / N I OL } { aooa l ♦ _ i r EL.249' .. WALK I �. R. l a �9 b z: I �A 40csi WELLo. L— — _ 11a.5' — — — — I I Q I yQtE v WATER gd = GONG. PUMP + ,r. DRIVE A/C s 14' OMP I I EL.m18.6' I I�' O _ ag DIRT DRIVE EL=187 B n I �D10`^M,.�..;•:...,wvww.�,t.,..,.u.,,...•.r�.. 9� i I O� L n FND. I.R. 3`J2.1O FND.GAP `�' .__ .,�..._ .._,,.. ...,..._...�._ _......, ._..�.."�_ 0.3'N. SET BM ON C6018J 1'CONG. I I LID I� �� solDsffe O T-+ I I I ---------- d�� n ® rn rop G N rnO_ `4 f1 C Ll N38'5G'29'W 6.G9' 524'3G'3G'W '14—..3��8' N17'15'14'W 5.9G' POWER POLE I5ANDBAG I PK/NAIL WALL EL =22.5G' NAVD I{/"r 14:11"122 002.5 o I 0{J02 rl 6' r' 141821 f� 50008 0O O I I I I --------- 332--- S. LME OF N.W. Y. SEC. 15 -- I— / NOTE, PLOT PLANS ARE NOT TO BE U5ED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED BUILDING PERMITS. THIS SURVEY MAP AND. REPORT DR. COPIES THEREOF ARE SU FORMBOARD' LOCATION F.F.EL.-24.2' NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLURIDA LICENSED SURVEYOR AND MAPPER, *T �I/�B � �&��B�}�p�}��/y HA�URS7' X-AI ./ StE/iTl.�i"IYWG n%C" CERTIFICATE OF AUTHORIZATION NUMBER (LB. 7364) AS —BUILT CHECKED BY: W.E.H. DRAWN BY: A.L.F. A StTRVEYINQ & MAPF'IN'GF C0MjxANY 445 9TH ST. S.W. TTait-7 FIELD BOOK: 341 Io'11 1 WI. IA xxAx n rRosmeaxoxwx. T.AND mumVB1Yo Ae >&APInn : OHMA RIDOImE•RAT o saRe VERO BEACH. FT-. 32962 PHONE No. (772) 569-6680 FAX No. (772) 770-3446 hayhurstlsC�live.com PAGE NO: 71 DATE PREP: 5 2 15 scALE: 1"=40 Jae NG: 15-104 L? 23.5 C kQ 4FSFND OF SURVEY ABBREVIATION A ARC DELTA L LIGHT POLE AC AIR CONDITIONER {3 AVE AVENUE M MEASURED AVG AVERAGE. MH MANHOLE BB BEARING BASE MHWL. MEAN HIGH WATER LINE BM BENCH MARK MON MONUMENT BILK BLOCK N&➢ NAIL & DISK BLVD BOULEVARD N NORTH C CURVE No NUMBER CALC CALCULATED NIC NOT INCLUDED C9.S. CONCRETE BLOCK CB CHORD EAOE ' OVERHEAD ELECTRICAL LOWIRES STRUCTURE PG PAGE CD CHORD DISTANCE CENTERLINEPK PARKER KALON NAIL CIL P PLAT CLEAR C .POINT OF CURVATURE CCHAIN LINK FENCE PPCP' PERMANENT CONTROL POINT CM CONCRETE MONUMENT PI POINT OF INTERSECTION CDNC CONCRETE PI PROPERTY LINE CDR CORNER PM POWER METER CT COURT POe POINT OF BEGINNING C/S CONCRETE SLAB PT PRC POINT OF TANGENCY POINT OF REVERSE CURVE ➢ DEED ppN PERMANENT REFERENCE MONUMENT DER DEPARTMENT OF D8 DEED cTl POWER POLE ' ENVBRIIQLIPI- PROTECTION PT RECORD BY PLAT OR DEED DF DSTAN ELD PAD RADIAL OR RADIUS DNR DDISTANCE DEPARTMENT OF R/W RIGHT OF WAY NATURAL RESOURCES S SOUTH DR SECTION DR DRIVE SOFT. SQUARE FEET DRAM DRAINAGE EAST AY SR. STATE ROAD E AST D/V ,CST 'STREET ESMT EASEMENT STA STATION STRUC STRUCTURE EL. ELECTRICAL SUB SUBDIVISION EL FIRSTELEVFLIONOOR T TANGENT FF FIRST FLOOR FIRND THN .TEMPORARY BENCH MARK FD FIREE HYDRANT TEL TELEPHONE FC TR TRACTM. FOUND CONCRETE MONUMENT TWSP TOWNSHIP TEL TELEPHONE FPI_ FLORIDAPDVEN C LIplt I.P. IRON PIPE U & D UTILITY & DRAINAGE IR. IRON ROD UTIL UTILITY W VEST F FIELD WFWOOD FENCE F/N FOUND NAIL CM WATER METER GOVT GOVERNMENT OR GRADE WV. WATER VALVE . GND GROUND A CDELTAOMBINED ANGLE HDRZ HORIZONTAL �—�' COMBINED LOTS HV 41EA➢ VM1 LEGAL DESCRIPTION, THE SOUTH 2 OF NE 3'4 OF NE Y4 OF NW 3'4• LE55 THE EAST 30 FEET. LYING IN SECTION 15, TOWNSHIP 34 SOUTH. RANGE 40 EAST, ST. LUCIE COUNTY. FLORIDA. SURVEY NOTES: 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY AND/OR EASEMENTS OF RECORD. .2. NORTH ARROW SHOWN HEREON IS ORIENTATED AS -SHOWN.. 3. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW NAMED INDIVIDUALS 4. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED, 5. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 6. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY CLIENT. 7. NO STRUCTURES OR UTILITIES THAT ARE BENEATH THE SURFACE HAVE BEEN LOCATED. 8. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18" LONG #5 REBAR ALL FOUND CAPS ARE A 5f8 PROD --WITH A CAP AS LABELED ON SURVEY. 9.. ORIGINAL BM: FOOT A-31 EL.=18.42' NAVD CERTIFIED TO: KENNETH 6. EDEN AND KRISTEN S. EDEN n� 23.5 23.4 WELL EL.-23.4' 1 STORY C.B.S. #5175 EL-24.5' 23.7 24.0 23:B hOUSE DETAIL. NOT TO. SCALE of ?�- N ., 24 7' GARAGE iL EL.-24.1'. " N 65.G 23.2 U WATER PUMP 2:: ".1F CRl + A/C E i, ?-3 . DRIVE ` 1 EL.-24.2' R SF,•. ' FLOOD ZONE: X, AH-19.0'. DATE: REVISIONS: BY: EFFECTIVE. DATE: 02/16/2012 PNL NO.: 12061COOBBJ 5/18/15 LOCATE TREES JDJ CaM INDICATES EXISTING ELEVATION 8/4/15 RELOCATION OF HOUSE ALF � INDICATES AS -BUILT ELEVATION ELEVATIONS ARE .FOR. CALC. 8/4/15 ADDED CONSERVATION AREA ALF PURPOSES ONLY, 10/16/15 FORM BOARD LOCATION JDJ 08/03/16 AS -BUILT SURVEY I LEH 10/17/17 FORMBOARD LOCATION BDR