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Home My WebLink AboutSurveyswI 1418-133.-0010 -O7O-S 1418-133-0005-000-9 1418-132-0040.000-4 2657.47' 5. LINE OF 5ECTION 18, 345. 40E 1418-132-0030-000-1 1418-132-0030 -000-1 N. LINE OF 5ECTION 18. 345. 40E 2657.31' z il 2 — — — — 1413-244-0045-000-8 1418-244-0010-000-1 141 B -244--0005-000-1 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. SO. 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" ROO WITH A CAP AS LABELED ON SURVEY. I rGFND OF SURVEY ABBREVI Tp IONS LENGTH A ARC DELTA L AC AIR CONDITIONER tJf LIGHT POLE AVE AVENUE M MEASURED AVG AVERAGE MH MANHOLE BB BEARING BASE MHWL MEAN HIGH WATER LINE BM BENCH MARK MDN MONUMENT BUN BLOCK MLD NAIL 6 DISK BLVD BOULEVARD N NORTH C CURVE No NUMBER CALL CALCULATED NIC NOT INCLUDED CB CHORD BEARING pE OVERHEAD ELECTRICAL C.B.S. CONCRETE BLOCK dPES STRUCTURE PG PAGE CD CHORD DISTANCE PK PARKER KALF', NAIL F CENTERLINE P PLAT CLR CLEAR pC POINT OF CURVATURE C.LF. CHAIN LILAC FENCE PCP PERMANENT CONTROL PC CM CONCRETE M@ANENT PI POINT OF INTERSECTIR. CONC CONCRETE PL PR➢PERTY LINE CDR CORNER pM OWER METER CT COURT PUB POINT OF BEGINNING C/S CONCRETE SLAB PRC POINT OF PLVERSE CUF D DEED PRN PERMANENT REFERENCE DR DEED BOOK Ca� POWER POLE REP DEPARTMENT OF PT ONDUMMIAL PAOTICTUN POINT OF TANGENCY BF ORA R RAD RECORD BY PLAT OR ➢C RADIAL OR RADIUS DUST DISTANCE R/V RIGHT OF WAY DNR DEPARTMENT OF S SOUTH NATURAL RESOURCES SEC S DR DRIVE SOFT. SQUARE UARE FEET DRAOL DRAINAGE E A.D. STATE ROAD ➢/W DRIVEWAY ST STREET E EAST STA ST ESMT EASEMENT STRUC STRUCTURE ELEC ELECTRICAL SUB SUBDIVISION EL. ELEVATION GENT TANTANGENT FF FIRST FLOOR TAM TEMPORARY BENCH NAM FD FOUND 'EL TELEPHONE V FIRE HYDRANT R TRACT FCM FOUND CONCRETE TWSP TOWNSHIP MONUMENT TEL TELEPHONE FPL FLORIDA POVIR A LIGHT UTILITY& DRAINAGE I.P. IRON PIPE UTRD TILIT I.R. IRON ROD y VEST F FIELD WF WOOD FENCE FOUND NAIL CM WATER METER GO GR. GOVERNMENT WV WATER VALVE GND GLA GRAVE GROUNDd DELTA ANGLE H HORIZONTAL COMBINED LOTS HW HEAD WALL LEGAL DESCRIPTION, THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 15. TOWNSHIP 34 SOUTH, RANGE 40 EAST. ST. LUCIE COUNTY FLORIDA. LESS THE WEST 30 FEET THEREOF CONTAINING 1AG ACRES MORE OR LESS 1418w-244-p040-000-9 I— — — — — — — — — — — — — — — — — 1418-244 - 0035-000 --1 CERTIFIED TO: J05EPH W. FER5CH + TRACY J. FER5CH THIS SURVEY MAP AND REPORT OR COPIES THEREOF ARE SURVEY TYPE: FLOOD ZONE: X NOT VALID WITHOUT THE SIGATURE AND ORIGINAL RAISED BOUNDARY DATE: REVISIONS: BY: EFFECTIVE DATE: SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Z"WI IZ4" .LI�11TD S EMVFAYW(; INC. PNL NO.: 12081C0O8BJ 2 88J CHECKED BY: CERTIFICATE OF AUTHORIZATION NUMBER (LB. 7364) W.E.H. A SiJRVEYINGF ac MAPPING COMPANY DRAWN BY: K.K.B. 445 9TH ST. S.W. Unit-7 FIELD BOOK: 352 VERO HEACM, FL. S2062 PAGE NO: 36 PHONE No. (772) 569-6680 DATE PREP; 5 23 16 WILLIAM HI, HAY sT :3 FAX No. (772) 770-3446 �"� 1"=40� x+xxoanaaxoxwx. x.wxp aTJRVnY w r xAwrrnae hayhurstlsOive.COm JOB N0: 16-203 auxsxxaw anaxarxawrxo No Saxe 1.47 5-133- 0010 --000 -8 O 141f��,.:133--C�1'30�J-�}00"Cai s o'l W 4 U w U) O W 2657.4 7' —`: S. LINE OF °EGTION 18. 345. 40E 141B-132-0030 0Ctt -:I. O FND GAP CU.R.) OXN. r'S ERNE OF N.w. Y,R. OF_S.W. Y, OF N.. Y, OF 5rCTION 18. 345. 40E -- ej 90 4' CLF RCS•;, I aay5.3T 0.5' EAST . I LE55 ThtE WEST FEET iy 30, O @# � MI I i -.--.-----_'. NL--�___---._._--.----- $ 27.4' �I w_ 6.6` -----_._- (9 Z ------ h9 3 �I q 0 I= 6. q oma 10 m I— I .5ET 0 lli! T.B.M.I J O 0 ON AK /e'S TREE EL.-24.53' /J/'� • L.J l9 1 � 27.4' �G''WOOO z I I 4' CLF EA5T� FENCE 13.4' W LE55 THE WEST ~ 81*V 9030' FEET —5E7 CAP—�.—._.._�__ — 302.17' N. LINE OF N.W. 5.W. bA OF N.E. Y, OF 5ECTION 18. 345. 40E SET CAP J Frye VIP 1415-132-0040-000-4 D6A01 W _. 2657.31' N. LINE OF SECTION. 18, 345. 40E THIS SURVEY MAP AND REPORT DR COPIES THEREOF AR NOT VALID WITFIOUT THE SIGATURE AND ❑RIGTNAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. WILL,IAP/l E ^A��_vw aw PROP'8�P1>"IONAL "WS �ygiR__-_-,) FM ]iAPPH:R P'LORIDA RDIOIPJTyWTION ND 661G —.� LEGEND OF SURVEY ABBREVIATIMM 141F, -24,4-0045-,000 -5 A ARC DELTA L LENGTH " AC AIR CONDITIONER % LIGHT PULE AVE AVENUE M MEASURED AVG AVERAGE MH MANHOLE BB BEARING BASE MHWL MEAN HIGH WATER LINE BM BENCH HARK MON MONUMENT BLOCK NtO NAIL F ➢ISK IHLK HLVD BOULEVARD N NORTH f 1 C 'CURVE. No '' NUMBER — _ — — — — — — CALC CALCULATED - MIC-. NOT INCLUDED _ CH CHORD BEARING BE OVERHEAD ELECTRICAL 'CONCRETE C.H.S. BLOCK WIRES STRUCTURE PG PAGE D CHORD DISTANCE PK PARKER KALDN NAIL CENTERLINE P PLAT CLR CLEAR PC .POINT CURVATURE C.L.F. CHAIN LINK FENCE CM CONCRETE MONUMENT PCP PERMANENT CONTROL POINT CDNC CONCRETE PI. ..POINT OF INTERSECTION CDR CORNER pL 'PROPERTY LINE CT COURT PM .POWER METER C/S CONCRETE SLAB POB POINT OF BEGINNING ➢ DEED PRC POINT OF REVERSE CURVE DB DEED HOOK. PRH PERMANENT REFERENCE MONUMENT c uQ POWER POLE DEP DEPARTMENT OF PT POINT OF TANGENCY DIVD ONMOVA. PROIECTICH R RECORD BY PLAT OR DEED ➢F DRAINRELD DIST DISTANCE RAD RADIAL OR RADIUS DNR DEPARTMENT OF R/W RIGHT OF WAY S SOUTH NATURAL RESOURCES SEC SECTION DR DRIVE SOFT. SQUARE FEET DRAIN. DRAINAGE SA. STATE ROAD D/W DRIVEWAY ST STREET E EAST 1418-244-0010--000-1 ESMT EASEMENT STA STATION ELEC ELECTRICAL STRUC STRUCTURE.' EL. ELEVATION SUB SUBDIVISIUN T TANGENT FF FIRST FLOOR FD FOUND THN TEMPORARY BENCH NARK V FIRE HYDRANT TEL - TELEPI IOTIE TR TRACT FCM FOUND CONCRETE, MONUMENT TEL TOWNSHIP FPL FLDROA POWER L LIGHT TEL UTILITTELEPY NE L LP. IRON POPE U U D UTILITY t. DRAINAGE I.R. IRON ROD UTIL UTILITY W WEST F FIELD F/N FOUND NAIL WF WOOD FENCE DO WATER METER GOV'i GOVERNMENT DRGRADE WV .WATER VALVE GND GROUND A DELTA ANGLE HORZ HORIZONTAL '"�' COMBINED LOTS HW HEAD WALL TREE LEGEND- OAK TREE 0 = PINE TREE A PALM TREE LEGAL DESGRIP710NT THE NORTH HALF OF THE NORTHWEST QUARTER - OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION I.B. TOWNSHIP 34 SOUTH. RANGE 40 EAST, ST. LUCIE COUNTY FLORIDA. LESS THE WEST 30 FEET THEREOF CONTAINING IAG ACRES MORE OR LE55 1418-244-0005-000-9 NOTES SURVEY 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. -TC 3_ THLS SURVCV Ic T^CR-nE[En_ -MI V THZ-- FJ-O�N 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. L- — — — _ — — — — — -- — — — — — _ 8. ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED WITH AN 18" LONG #5 REBAR ALL FOUND CAPS AREA 5/8" ROD WITH A CAP AS LABELED ON SURVEY. 0 CERTIFIED TO: I JOSEPH W. FERSCH + TRACY J. FERSCH i1415-244- 0040-000-`1 (9 O 0 o iI— — — — — — — — — — — — — 1418--244-0035--000-1 HAYHUI?ST SU IVG ZNC. CHECKED BY. BOUNDARY CERTIFICATE OF AUTHORIZATION NUMBER (LB. 7364) W.E.H. n $SURVEYING aD hL"1*INO COMP"Y . DRAWN BY. K.K.B. 44.6 9TI1 ST. S.W. TJ> it-7 FIELD BOOK:.' 352 ' VERO 33EttC14, F'L. 32962 . PAGE N(): 36 PHONE No. (772) 569-6680 DATE PREP: 5/23/16 FAX No. (772) 770-3446 SCALE 1"=40' hayhurstls®livexom " N0i 16-203 DATE: REVISIONS: BY: 2/13/17 SITE PLAN BDR 4/25/17 REVISE SHED JDJ 6/22/17 FORMBOARD LOCATION BDR r FLOOD X EFFECTIVENDATE' 12/4/12 PNL NO.: 12061000BBJ LLI 6LD L,I INDICATES EXISTING ELEVATION �5Q INUICA"TES PROPOSED ELEVATION LE ' (INDICATES AS -BUILT ELEVATION :I,W v. VACANT 2657.47' S. LINE OF SECTION 18, '345, 40E VACANT I I FND GAP CUR.) 0.7'N. �" /. 302.17' off^. 0.21E. . LWE Or N.W. VV OF 5. . Y OF N.E. Y4OF SEGTIC 4' CLF H.P. 69 nM.9 1 0.5' EA51 %O•' �I � Nw► 8q 5`• LE55 THE WI 30' FEET 0.0 ® q PROP. 5HED b I of 5 ;, 1 PROP. N F.F.EL.=25.5 N of aj WELL 50.0' / 20.4 Tkz PROP. t9 1418-133-0015-000-3 I. aw:n+w+.W....r✓uw.�v+N.rvve,wt % 1. � DIRT DRIVE ..' tr OCCUPIED VACANT 0140. 1 STORY G.55. SET T.D.M. 1O O 0' by F.F.EL.=2G.0' ON 21„ ,D .✓" vans PINE TREE o�27.3' 100.0' ry9 PROP. - WELL PUMP S 25 O/ I __DRAWFIELD (>.� 750 SLI.FT Woo1 JJ 4' GLF FENCE D� PROP. EAST 13.4' W ifa 'GONG. A/G 1 LE55 THE WEST zf✓� g55up9 1 PAD EL.=25.7'al b� 9O300AFE�ET tiM "` ✓ ` 3OZ,1]N. LWE OF N.W. Y4 OF S.W. YA OF N.E. Y4 OF SECTION 1B. 345, 40E SET GAP J 1. I P,%T I I ^2--0040-000-_4 I 1418-132--0030--000-1 GP.RSIDES,.____' OCCUPIED I. VACANT G AVG.EL.=23.3' e— ING. TECH. I � 517E PLAN NOTES. 2. PROPOSEDTY A DRAINAGE PLANER NOT DESIGNEDATO MELE ET FLORIDA THIS PARCEL. CODE, RE51DENTIAL REQUIREMENTS.CR401,3) 'I 3. PLOT PLANS ARE NOT TO BE USED FOR CONSTRUCTION LAYOUT PURPOSES WITHOUT APPROVED BUILDING PERMITS. 4. ALL 5TORMWATER RUNOFF 15 NOT TO IMPACT THE ADJACENT PROPERTIES AND MUST MEET A MINIMUM OF 17. LONGITUDINAL SLOPE. 51 A DRIVEWAY MAXIMUM SLOPE15 NOT TO EXCEED A IOZ GRADE V.: N. LINE OF SECTION 18. 345. 40E 2G57.31' r-, Ln Us lj� W o ;9 N OCCUPIED 1.418-_24" ") uV-) C; .,` —1 OCCUPIED F.F.EL.-26.2' AVG.EL.-22.7' M I rl LEGEND A OF SURVEY ABBREVIATTONR LENGTH ARC DELTA L AC AIR CONDITIONER # LIGHT POLE AVE AVENUE M MEASURED AVG AVERAGE MH MANHOLE BB BEARING BASE MHVL MEAN HIGH WATER LINE BM BENCH NARK MGM MONUMENT BLK BLOCK N&D NAIL 6 DISK BLVD BOULEVARD IN NORTH C CURVE No - NUMBER CALC CALCULATED NIC NOT INCLUDED _ 'CB CB,S. CHORD BEARING CONCRETE BLOCK OE OVERHEAD ELECTRICAL STRUCTURE PO WIRES QD E CHORD DISTANCE CENTERLINE .PAGE PK PARKER KALON NAIL CUR CLEAR P PLAT C CHAIN LINK FENCE PC POINT OF CURVATURE CMM CONCRETE MONUMENT PCP PERMANENT CONTROL POINT CUNC CONCRETE PI POINT OF INTERSECTION CUR CORNER PL PROPERTY LINE CT COURT PM POWER METER C/S CONCRETE SLAB POB POINT OF BEGINNING D DEED PRC POINT OF REVERSE CURVE DB DEED BOON PRM PERMANENT REFERENCE MONUMENT DEP DEPARTMENT W Cn7 POWER POLE PT PT POINT OF TANGENCY DF DRAIwV�IIELDT� PROTECTION RECORD BY PLAT OR DEED ➢IST DISTANCE RAD RADIAL OR RADIUS DNR DEPARTMENT OF R/W - S RIGHT OF WAY SOUTH NATURAL RESOURCES SECTION DR DRAIN. DRIVE DRAINAGE .SEC SQFT. SQUARE FEET D/W DRIVEWAY '. SJL ST .STATE ROAD STREET E ESMT EAST EASEMENT STA STATION ELEC ELECTRICAL STRUC .STRUCTURE EL. ELEVATION SUB SUBDIVISION FF FD FIRST FLOOR FOUND T TBM TANGENT TEMPORARY BENCH MARK V FIRE HYDRANT TEL TELEPHONE FOR FOUND CONCRETE TR TWSP TRACT TOWNSHIP FPL MONUMENT FLORIDA PDVER L LIGHT TEL TELEPHONE LP. IRON PIPE UTILD N DRAINAGE IR. IRON ROD 'UTIUTILITY F FIELD „ W VEST FOUND NAIL VF '® WOOD FENCE WATER METER GO R, DR. GRADE GOVERNMENT WV WATER VALVE GOD GROUND A DELTA ANGLE HORZ HORIZONTAL �+ COMBINED LOTS H4 AW HEADEADWALL TREE LEGEND, !.S - OAK TREE f = PINE TREE A - PALM TREE LEGAL DESCRIPTION, THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 18. TOWNSHIP 34 SOUTH, RANGE 40 EAST. 5T. LUCIE COUNTY FLORIDA, LESS THE WEST 30 FEET THEREOF CONTAINING IAG ACRES MORE OR LE55 - 14 U3 2J44 -0005-00O--1 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-_T4:US SURNEY_lS CERTIFIES-OA1LY TO THE BELOW — NAMED INDIVIDUALS 4. ELEVATIONS (IF SHOWN) HEREON ARE BASED ^ljl ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED, 8, LEGAL DESCRIPTION SUPPLIED BY CLIENT. 6. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY — I CLIENT 7. NO STRUCTURES OR UTILITIES THAT ARE ' — - BENEATH THE SURFACE HAVE BEEN LOCATED. _ — — — — — — — — — — — — 8, ALL SET CAPS LABELED PSM WEH 4416 ARE SUPPORTED NTH AN 18" LONG #5 REBAR ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP AS LABELED ON SURVEY. CERTIFIED TO: J05EPH W. FER5CH f TRACY J. FERSCH 1418-244 P>040-000—�1 VACANT FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction I Supersedes All Previous Site Plans for OSTDS #&-SF1-73W3 & Well # Date: Reviewer: •�-�-~— I— — — — — — — — — — — — — — — ®B F® 1