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Home My WebLink AboutSURVEYS4� LOT #22 SET V IR/C 5' OFFSET SOUTH 3.5' WIRE FENCE L46' SOUTH LOT #4 oO� LOO 345.00'(P) SET 5788 IR/C-(4 WATER METER LOT #22 OCCUPIED O O Ld O It 04 O 00 Z e 35.10, t� 10/11/2019 THOMAS P. KIERNAN DATE Professional Surveyor & Mapper Florida Certificate ND. 6199 LOT #23 LOT #24 NO 5/8" IR/C (NO I.D.) SO'07'20"E 160.00' LOT #5 EXISTING FORMBOf TOP OF FORM F.F.E.=20.00' n 20"W 160.00' _ HICKORY 60' WIDTH R/Wi SET B.M. ON / P/K NAIL EL=16.99' LOT #6 LOT #23 I LOT d24 OCCUPIED VACANT LOT M25 M WA - DESCRIPTION BEING ALL OF LOTS 5 & 6, BLOCK 70, ACCORDING TO THE PLAT OF INDIAN RIVER ESTATES, AS RECORDED IN PLAT BOOK 10, PAGE 73, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. "►0 �1T�v CONTAINING 0.46 ACRE OF LAND, MORE OR LESS. ��I;�V PROPERTY ADDRESS 6000 HICKORY DRIVE, FORT PIERCE, FL 34982 nD.uu �s15U. EGEND A/C &- ABBREVIATIONS - NR CONOIIIONER 0JL B - BENCHMARK PAT Be - BEARING BASE P.B. C.Y. - CONCRETE MONUMENT PG. CONC - CONCRETE P.U.E. C.B. CATCH BASIN P.SD.ME. O / _ STRUCTURE CONCRETE P.. O CDP.L.S.P - DISTANCE CB - CHORD GEARING P.C.Q. C/0 CLEANOUT p.G rk CENTER LINE P.T. LO ME - DRAINAGE EASEMENT (P) F.E. - FLOWAGE EASEMENT P.C.P. O 0 _ F.F.E FND. - FINISH FLOOR ELEVATION - FOUND R R/W cN \ I.Q. IR/C - IRRIGATION QUALITY WATER - IRON ROD AND CAP SAN. U.E IfU\r1 U0 `\ LB. L -LICENSED BUSINESS -ARC LENGTH W.M.T. w.M.E. 00 LM.E - LAKE MANAGEMENT EASEMENT A L.P. - LIQUID PROPANE Q 61.16. (M) M.M. NO I.D. - MEASURED DATA - MANHOLE - NO IDENTIFICATION ((NR) O.S.T. - NON RADIAL LINE x00.00 - OPEN SPACE TRACT GENERAL NOTES CERTIFICATIONS Linda Tuning Seacoast National Bank Fidelity National Title of FL, Inc. Chelsea Title Chicago Title Insurance Company 5/8" IR/C (4286) LOT #25 OCCUPIED GRAPHIC SCALE 30 0 15 30 ( or FM 1 Inch - BB RL - OFFICIAL RECORDS BOOK - PRESERVATION AREA TRACT - PLAT BOOK - PAGE - PRIVATE UTILITY EASEMENT RECEIVED PRIVATE DRAINAGE EASEMENT - PROFESSIONAL SURVEYOR & MAPPER - POINT O OCOMPOUND CURVVATURE OCT 112019 POINT OF CURVATURE POINT OF TANGENCY permitting Department - PUT DATA St. Lucie County PERMANENT CONTROL POINT - RADIUS - RIGHT OF WAY SANITARY - unun EASEMENT - WATER MANAGEMENT TRACT - WATER MANAGEMENT EASEMENT - INCLUDED ANGLE - SET 5/8- IRON ROD & CAP LB 4286 - LIGHT POLE - DRAINAGE FLAW - ELEVATION SCANNED C \ NED BY St. Lucie CoU11Qs/ 1) The last date of field work was 10-11-2019. 2) Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 3) Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. 4) Lands shown hereon were not abstracted by this office for rights -of -way, easements of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information should be obtained through appropriate title verification. 5) All above ground fixed improvements, if any, have been located and shown hereon. 6) Underground foundations and improvements were not located as part of this survey. 7) Flood Note: By graphic plotting only, this property is in Zone X, according to the Flood Insurance Rate Map, Community Panel No. 12111CO281 J, Map Revised February 16 2012 The exact designation can only be determined by an elevation certificate. No additional search of the public records has been preformed. There may be additional map Amendments affecting this property. 8) The bearings shown hereon are based on grid north, and are referenced to the Florida state plane coordinate system, east zone, North American Vertical Datum of 1983 (adjustment). The basis of bearing for this survey is the centerline of Hickory Drive having a bearing of North 00'07'44" East. 9) No easements are shown hereon other than those depicted on the plat. No search of the public records has been performed to find additional easements that may exist. 10) Elevations shown hereon are referenced to the North American Vertical Datum of 1988, as established by St. Lucie County benchmark "Grant", having a published elevation of 15.07'. 11) The building setbacks, if shown hereon, although based on the best available As -Built Formboard Survey Lots 5&6 For: Nicholas Dm' ola File: 19-003 CULPEPPER & TERPENING. INC Date: 10-11-2019 CONSULTING ENGINEERS I LAND SURVEYORS 17—O6f46 2980 SC SCALE: 1 —30' -1.0 IDA3l' PORT PIIiRCL', I7,ORIUA 34981 RTPIE PIERCE, DRAWN BY: GLM PFIONE 772-464-3537" FAX 772464-9497 FIELD: GA www.ct-cngx= SI'A'FE OF FLORIDA C17RTIIICAIION Nu LB 4286 1 90(4-1 pC+(o I 'o6SifrNc� oO #22 Oc U#23 LOT #N4 LOT VACANT LEGAL DESCRIPTION DRAIN}��LD' II BEING ALL OF LOTS 5 & 6, BLOCK 70, ACCORDING TO THE PLAT OF INDIAN /� I F.F.E.=18. RIVER ESTATES, AS RECORDED IN PLAT BOOK 10, PAGE 73. PUBLIC RECORDS OF ® W y I ST. LUCIE COUNTY, FLORIDA. 75R \ Ol o CONTAINING 0.46 ACRE OF LAND, MORE OR LESS.--(3ER ; \ FND 5/8" IR/C (o I.D.) PROPERTY ADDRESS SO.07'20"E 160.00' SET 8" IR c 428630 GRAPHI0 SCALE 30 6000 HICKORY DRIVE, FORT PIERCE, FL 34982 15 \SET" IR/C 0.00 —c 80.00 o �9 ado 5' OFFSET \ ®sours -I o ma i c- so ,c ri I 23.67' 3.73' �, W B0 LEGEND &ABBREVIATIONS 3.5'\VARE I A OFFICIALOAL TRB/D o LOT BENCHMARK PAT PRESERVATION AREA TRACT 4.46' TH VAC A 1 88 s BEARING BASE P.B. s PLAT BOOK - "' PROPO� C.Y. CONCRETE MONUMENT PG a PACE b 35.00' PROPOSED 'o ��,�yy CONIC - CONCRETE P.U.E. O o �, LP. 1 S. �i C.B. v CATCH BASINPRIVATE UTILITY EASEMENT PROP PORCH TANK g MAEW 1 O P.D.E.PDPRIVATE DRAINAGE EASEMENT CBS - CONCRETE BLOCK STRUCTURE P.S.M. PROFESSIONAL SURVEYOR & YAPPER UriCD =CHORD DISTANCE P.LS a PROFESSIONAL LAND SURVEYOR \ LIP) a �� BEARING P.aC. a POINT OF COMPOUND CURVATURE N \�e Uo �, c F.F.E�9.00' (V C/o - CLEANOUT P.C. v POINT OF CURVATURE c .- q - CENTER LINE P.T. POINT OF TANGENCY LOT #4 L-I / ^ 7.60 LOT #7 D.E. s DRAINAGE EASEMENT (P) a PLAT DATA OCCUPIED O LOT #5 RE - FLOWAGE EASEMENT P.C.P. - PERMANENT CONTROL POINT F.F.E. PIED _ 0 VACANT PROPOSED VACANT F.F.E, a FISH FLOOR ELEVATION - / PROPOSED CONC. END. - FOUND R/w = RIGHTSOF WAY N �/ 1 STORY CLr).B.S. A/C PAD N �� %C m wwN�RnODD ANON D CAP WATER �' - UT�iunTYM�MENT F.F.E.=20.00' W.M.T. WATER MANAGEMENT TRACT m + �� LO )( LEL m LICENSED BUSINESS 00 ,0. X. O) L = ARC LENGTH WXE. - WATER MANAGEMENT EASEMENT Do LM.E a LAKE MANAGEMENT EASEMENT A s INCLUDED ANGLE V) LP. - LIQUID PROPANE O - SET 5/9- IRON ROD & CAP LB 4286 22,67 (M) - MEASURED DATA # - LIGHT POLE _ 10.34' o o b G Y.H. - MANHOLE �y - DRAINAGE FLOW a 20.33' PROPOSED PORCH o of w (NOS, D. N�NO RADIAL �D� �pR %OD.00 ELEVATION A r 18.33' 18. AST. s OPEN SPACE TRACT SCANNED 35.00' zoo' 14.34' 2.0 ' PROPOSED BY 2e CONIC. DENISTI G PROP 3 CONIC. WALK DRIVEWAY GENERAL NOTES, i.uCIe000fl�1 �� - 1) The last date of field work was 1-28-2019. �y PROPOSED 2) Additions or deletions to survey maps or reports by other than the signing party or OQ 345.00'(P) Nb 66 MLA 6> 8000' ;:6 \e — — parties is prohibited without written consent of the signing party or parties. SET ST" IR/c 42 s) SET 5 B IR c 42es S 5/e'iR/c (a286) 3) Reproductions of this map are not valid without the signature and original raised NO"07'20"W 160.00' y> 5. seal of a Florida Licensed Surveyor and Mapper. WATER x > = = = = x 4) Lands" shown hereon were not abstracted by this office for rights —of —way, METER -PROPOSED 12" CMP a easements of record, ownership, abandonment's, deed restrictions, or Murphy Act ,6y ^65 Deeds. This information should be obtained through appropriate title verification. - 5) All above ground fixed improvements, if any, have been located and shown hereon. {e; HICKOR_Y 690DRIVE 6) Underground foundations and improvements were not located as part of this survey. — — 7) Flood Note: By graphic plotting only, this property is in Zone X, according to 60' WIDTH-R . ASPHALT. --- 6y� ( hh the Flood Insurance Rate Map, Community Panel No. 12111CO281 J, Map Revised -- -. - February 16 2012 The exact designation can only be determined by an elevation SET B.M. ON certificate. No additional search of the public records has been preformed. There P/K NAIL may be additional map Amendments affecting this property. EL=16.99' 8) The bearings shown hereon are based on grid north, and are referenced to the Florida state plane coordinate system, east zone, North American Vertical Datum of 1983 (adjustment). The basis of bearing for this survey is the centerline of Hickory Drive having a bearing of North 00'07'44" East. 9) No easements are shown hereon other than those depicted on the plat. No LOT #22 LOT g23 LOT 824 LOT25 thasearc may ex st.h of the public records has been performed to find additional easements OCCUPIED OCCUPIED VACANT OCCUPIED 10) Elevations shown hereon are referenced to the North American Vertical Datum of 1988, as established by St. Lucie County benchmark "Grant", having a MIN. STACK EQ. published elevation of 15.07'. 11) The building setbacks, if shown hereon, although based on the best available SIDE CNR REA! THOMAS P. KIER"N DATE ZNG TECI Professional •Surveyor &Mapper Florida Certificate No. 6199 LOCJ22 .i GExOs! .of- ORAINfI OCCUPIED T5R 0 0° x \ d \SET �e IR/C 5' OFFSET \ ®SOUTH 3.5''\Nr-A�-RE 4.48' SOUTH 04 01= Uri C4 . \ 0 _y LOT 04 W OCCUPIED F.F.E.=19.8' � 575 S.F. GRAINFIELD 3 (48 WBCK4 INFILTRATORS) STING o I °� B-D Lon 345.0 SET 5/8' IR/C 4286 WATER METER LOT #22 OCCUPIED LOT\R23 OT M24 OCCUPIED ACANT \ a copy \Alo oP Oa/—FND 5/8" IR/C (NO I.D.) PROPOS PORCH � � /LOT #5 /VACANT PROPOSED 1 STORY C.B.S. F.F.E.- 1200 GALLON 6 SEPTIC TAN�e' L___ NO'07'20"W 160.00' PROPOSED L WATER _ 853 S.F. UNOBSTRUCTED AREA METER �6 THOMAS P. KIERNAN DATE Professional Surveyor & Mapper Florida Certificate No. 6199 LOT ®6 / 973-1., VACANT POPOSEO PROPOSE 4 1 STOpJ xee )e PROPOSED z4' GONG. WALK DRIVEWAY PROPOSED 12" CMP _ HICKORY ,0'DR1VE- _ 60' WIDTH- R/W�PHALT PAVING_ - -- - - rl.�� -. SET B.M. ON P/K NAIL EL=16.99' LOT #23 LOT y24 occuPlED FDOH St: Lucie CounEyANr ' Envir nmental Health Site Plan Ap roved for Construction Supersedes All Previous Site Plans for OSTDS #N-' F-P249ol & vygll # LOT y25 LEGAL DESCRIPTION VACANT BEING ALL OF LOTS 5 & 6, BLOCK 70, ACCORDING TO THE PLAT OF INDIAN RIVER ESTATES, UNIT 8, AS RECORDED IN PLAT BOOK 10, PAGE 73, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 0.46 ACRE OF LAND, MORE OR LESS. o° ao PROPERTV ADDRESS GRAPHIC SCALE —SFJ5/8" IR/C (4286) 6000 HICKORY DRIVE, FORT PIERCE, FL 34982 0 15 30 so Q oo- �� LEGEND & ABBREVIATIONS - AIR CONDITIONER OR = OFFICIAL RECORDS BOCK 7,E,9• BO BY - BENCHMARK PAT PRESERVATION AREA TRACT Be - BEARING BASE P.B. - PUT BOOK GM. - CONCRETE MONUMENT PG - PAGE CONC - CONCRETE P.U.E. - PRIVATE UTIUTY EASEMENT O C.S. CATCH BASIN P.D.E. - PRIVATE DRAINAGE EASEMENT CBS O " CON HE BLOC( STRUCTURE P.SM. - PROFESSIONAL SURVEYOR & YAPPER GO - CHORD DISTANCE P.LS - PROFESSIONAL LAND SURVEYOR C3 -CHORD 8EA 0 P.C.C.= POINT OF COMPOUND CURVATURE C/O - CEANOUT C�l P.C. - POINT OF CURVATURE q - CENTER LINE LOT #7 P.T. POINT OF TANGENCY D.E. � DRAINAGE (P) � PLAT DATA VACANT EASEMENT F.P.C.P." PERMANENT CONTROL POINT O 0 F.F.E.F.E FINISH ROAR ELEVATION R - RADIUS FND. - FOUND R/W RIGHT OF WAY I.Q. - IRRIGATION QUALITY WATER SOL - SANITARY n1 19 IR/C - IRON ROD AND CAP U.E " UTILITY EASEMENT Lf? X, O L.B. - UCFNSED BUSINESS W.Y.T. WATER MANAGEMENT TRACT L - ARC LENGTH WM.E - WATER MANAGEMENT EASEMENT MIN. S K P' n Q. T L.M.E.- LAKE MANAGEMENT EASEMENT A - INCLUDED ARGUE V.� L.P. - UOUID PROPANE Q - SET 51W IRON ROD & CAR LB 4286 FRONT DM) - MEASURED DATA 7(j - LIGHT POLE - MANHOLE AILK SIDES___ -/ ------ _�S - DRAINAGE ROW No I.D. - NON O ID�� BEN % SCANED N1.00 - ELEVATIONNBY —, OPEN SPACE TRACT REAR—I�Y{ t �{�; ZNG._. �$ couny C3 TECH... GENERAL NOTES �`•��Ev , 1) The last date of field work was 1-28-2019. 2) Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 3) Reproductions of this map are not valid without the signature and original raised ST 5/8" IR/C (4286) seal of a Florida Licensed Surveyor and Mapper. 4) Lands shown hereon were not abstracted by this office for rights —of —way, y easements of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information should be obtained through appropriate title verification. 5) All above ground fixed improvements, if any, have been located and shown hereon. 6) Underground foundations and improvements were not located as part of this survey. — — 7) Flood Note: By graphic plotting only, this property is in Zone X, according to the Flood Insurance Rate Map, Community Panel No. 12111CO281 J. Map Revised 0>,5 February 16 2012 The exact designation can only be determined by an elevation certificate. No additional search of the public records has been preformed. There may be additional map Amendments affecting this property. 8) The bearings shown hereon are based on grid north, and are referenced to the Florida state plane coordinate system, east zone, North American Vertical Datum of 1983 (adjustment). The basis of bearing for this survey is the centerline of Hickory Drive having a bearing of North 00'07'44" East. 9) No easements are shown hereon other than those depicted on the plat. No search of the public records has been performed to find additional easements LOT #25 that may exist. OCCUPIED 10) Elevations shown hereon are referenced to the North American Vertical Datum of 1988, as established by St. Lucie County benchmark "Grant", having a published elevation of 15.07'. 11) The building setbacks, if shown hereon, although based on the best available Septic System Plot Plan Lots 5 & 6, Block 70 For: Linda Linda Tuning CULPEPPER & TERPENING, INC File: 19-003 Date: 2/12/19 CONSULTING ENGINEERS I LAND SURVEYORS FB: 1810/58 2980 SCUTT 125th STREET' SCALE: 1"=30' FORT PIERCE, I LORIDA 34981 DRAWN BY: OF PI IONI3 772-464-3537 • FAX 772-464-9497 FIELD: GA - w Xt-cng.com STATE OF 1- MDA CERTTFICATTON No. LB 4286