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Home My WebLink AboutFORMBOARD AS-BUILT SURVEY777 LEGAL -DESCRIPTION _ _-.;... D - BEING A OF LOT 31, ACCORDING TO CREEKSIDE PLAT NO. 1, ~ T STONE - �.� OPT. IN pp c _ " AS RECORDED IN PLAT BOOK 55, PAGE 12 PUBLIC RECORDS RECEIVED t _ COBBLE: BB) 1 _ OF ST. LUCIE COUNTY, FLORIDA. TO P R C N84 3514E 34 66 ( — _ R_ 775 00 o R 775�OQ p 20 t BENCHMARK - _ P.C.: _. CONTAINS 0.20 ACRES, MORE OR LESS. ., w _ .: _ . GRAD SC TOP . SANa MH 3.5 _ a A 2 43 26 : � _ , ,. � 8 59 48 50:- YdIDTH R/W L _:36 85' - L-121 fi9:.� HIC LEV 15 . _r 95 41 _ - _ SS 05---- N84 35` 14_ASPHAL-T -PA -- - -- 1ty, Pa, littir :. 2' C w 20 o friT Luciez6 n�� PROPERTY ADDRESS `n N ONC. `CURB 8629 COBBLESTONE DRIVE, FORT PIERCE n a'li _ 1 hwh o 20 tt z y CONC. CURB 1 r) R/W J SET 5/8" IR/� LB 421 v_ — — — — WATER SERVICE y FLOOD ZONE "AE FLOOD ZONE rJ � Date nit �_4 `A T, 1 LOT 3 t 18.30 PROPOSED F.F• - N0. 1 CREEKSIDE PLAT P•B 55 PG. 12 VACANT o FLOOD ZONE 1_i2 ��! FLOOD ZONE _ j�v "AE 16.5" II D aeeq S!01 l010l00 Z. _ KTE�Ii�N :�=•'' THOMAS Professional .Serve �Qr, _cl-AcIn _Cer{Ificale, I s_ °35'14"E 34.66 R-750.00' N 8 A=2' 43' 26" 7 /-L--�'----_-L�35.66'� I I I I I II I 1 i.87 II I I I I I I i I I o I O I I oM I I � I I Jt I \ � I t i (DD OPEN FORM _ 14. 21.35' Lot GARAGE TOP �4 33'� OF FORM ELEV.=17.74 24 LOT 31 EXISING FORMBOARD TOP OF FORM ELEV.=18. CN I L I V I I I I I I I I II I I SET 5/8" I I IR/C LB 4286 I N84°3514"E 34.66' WMT-1 c0 (s 4.58' �LANAI o FORM ao 13.40' N 11.00' R=620.00" 6=2° 43' 26" L=29.48' R/W — — LEGEND &ABBREVIATIONS FLOOD ZONE BM DENOTES BENCHMARK AE 16.5" BB DENOTES BEARING BASE O.R. DENOTES OFFICIAL RECORDS BOOK IT 5/8" IR/C LB 4286 C.M. DENOTES CONCRETE MONUMENT PG. DENOTES PAGE P.B. DENOTES PLAT BOOK — — — — CONC DENOTES CONCRETE ANITARY SERVICE P.U.E. DENOTES PRIVATE UTILITY EASEMENT C.B. DENOTES CATCH BASIN P.D.E. DENOTES PRIVATE DRAINAGE EASEMENT CBS DENOTES CONCRETE BLOCK STRUCTURE P.S.M. DENOTES PROFESSIONAL SURVEYOR &MAPPER ✓ j FLOOD CD DENOTES CHORD DISTANCE P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR " " CB DENOTES CHORD BEARING P.C.C. DENOTES POINT OF COMPOUND CURVATURE ZONE X C/O DENOTES CLEAN OUTS P.D. DENOTES POINT OF CURVATURE q DENOTES CENTER LINE P.E. DENOTES POINT OF TANGENCY D.E. DENOTES DRAINAGE EASEMENT (P) DENOTES PLAT DATA F.F.E. DENOTES FINISH FLOOR ELEVATION P.C.P. DENOTES PERMANENT CONTROL POINT FND DENOTES FOUND R DENOTES RADIUS I.Q. DENOTES IRRIGATION QUALITY WATER R/W DENOTES RIGHT OF WAY IR/C DENOTES IRON ROD AND CAP SAN. DENOTES SANITARY L.B. DENOTES LICENSED BUSINESS U.E. DENOTES UTILITY EASEMENT L DENOTES ARC LENGTH W.M.T. DENOTES WATER MANAGEMENT TRACT �a �v LM.E. DENOTES LAKE MANAGEMENT EASEMENT MAG/D DENOTES SET MAG NAIL AND DISK St LzudeVEd (M). DENOTES MEASURED DATA WMME DENOTES WATER MAINTENANCEMANAGEMENT EASEMENT M.H. DENOTES MANHOLE A DENOTES INCLUDED ANGLE O.S.T. DENOTES 0 �EN'SPnC� ENOTES DRAINAGE FLOW LOT 30 PROPOSED F.F.E.=18.30 GENER-AL NOTES CREEKSIDE PLAT 20 1. The last date of field work was 09-24-2018 art or P.B. S�A� - art or parties. A 2. Additions o deletions without rvwritten PS or r t of theorts y o signing ther than Y o signing party Pattie prohibited 3. Reproductions of this map are not valid without the signature and original raised seal of a 1 Florida Licensed Surveyor and Mapper. 4. Lands shown hereon were not abstracted by this office for rights -of -way, easements deed restrictions, or Murphy Act Deeds. This \-i of record, ownership, abandonment's, information should be obtained through appropriate title verification. 5. All above ground fixed improvements, if any, have been located and as d tshown of thisereon- survey. ` FLOOD_ _ 6—Under-gr-ound_foundations and improvements were not IneZone-X-and-AE 1.6.5, according to ZONE "X". lotting only, this properly ' - 7. Flood Note: By graphic P the Flood Insurance ate atop can only Panel No. 1 d11by0an elevat on tcert fcate.date eNo ary 16, 2012. v additional search of the public records has been preformed. There may be additions map FLOOD ZONE \ Amendments affecting this property. 16NE 8. The Flood Zonela sho n hei a nda{ave been established by the Published FEMA Panel and "AE j the use of existing I s t information and are referenced to the 9. The bearings shown hereon Drive basedwhicbe North 84'35'14" East and all bearings are Center line of Cobblestone relative thereto. SET 5/3" IR/C LB 4286. 10. No easements are shown hereon other than those depicted the plat. No search o � to find additional easements that may exist. the public records has been performed 11. Elevations shown hereon are based on he North American tVbesitaava lab a ertil Datum nformatio 9Sare 12. The building setbacks shown hereon, 9h not certified to and must be verified prior to design or construction. i CULPEPPER S, TERPENING* INC (,urve File: 15-141.100.031 CONSULTING ENGINEERS LAND SURVEYORS - - Formboard As -Built Date: 09/25/2018 2980 SOU'1T I 251h SI'RLIiT FB; N/A FOR71' PIERCE, FLORIDA 34981 SCALE: 1"=20' PI IONS 772-464-3537 • FAX 772-464-9497 Lot 31 DRAWN BY: ND www.Ct-eng-COM HORTON FIELD: PK STATH OF B ,0F_1DA C1:RTIPICKj10N No. I.B 4286 For: D. R. FLOOD ZONE "X" BENCHMARK TOP SAN. MH - SS-05 ELEV.=15.35 ti. TO P.R.C. N84'35'14"E 95.41' CONC. CURB R/W 5/8" IR/C LB 4286—� f � � WATER SERVICE `d'F—LjI00D ZONE "AE 16.5" 1 FLOOD ZONE "X" LOT 32 UNDER CONSTRUCTION FLOOD ZONE "AE 16.5" FND 5/8" IR/C LB 4286 -- — — — — — — — — — - 00 THOMAS-P. KIERNAN Professional Surveyor & Mapper Florida Certificate -No. 6199 71 O COBBLESTONE DRIVL TO P.T. N84'35'14"E 34.66'(BB) 0 R= 50' WIDTH R/W A=2'43'26" iri 775.00' 04 " 'f? ASPHALT PAVING L=36.85=8'5948 L=12169' I � v -CORP.,. WALK• ; cn N8 "A# 4.87t I I I I R=750.00' 0=2'43'26" Ln _ Cn to CONCRETE r 3" SANITARY DRLVEVVAY'' CLEANOUT 14.58' 21.35' In in 14.00' COVERED_] ENTRY LOT 31 1 STORY 'a C.B.S. to F.F.E.=18.34' COVERED LANAI I 124' LO.OJ N ❑CONCRETE 11. A/C PAD V�ELL® I I N I � I N84°35114"E 34.66R=620.00' A=2'43'26" WM T-1 L=29.48' a R/W — — LEGEND 8- ABBREVIATIONS FLOOD ZONE BM DENOTES BENCHMARK LFND 5/8" IR/C LB 4286 'AE 16.5" BB DENOTES BEARING BASE — — — C.M. DENOTES CONCRETE MONUMENT `SANITARY SERVICE — — — — — CONC DENOTES CONCRETE C.B. DENOTES CATCH BASIN CBS DENOTES CONCRETE BLOCK STRUCTURE CD DENOTES CHORD DISTANCE FLOOD CB DENOTES CHORD BEARING ZONE "X" C/O DENOTES CLEAN OUTS q DENOTES CENTER LINE D.E. DENOTES DRAINAGE EASEMENT F.F.E. DENOTES FINISH FLOOR ELEVATION FND DENOTES FOUND I.Q. DENOTES IRRIGATION QUALITY WATER IR/C DENOTES IRON.ROD AND CAP L.B. DENOTES LICENSED BUSINESS L DENOTES ARC LENGTH L.M.E. DENOTES LAKE MANAGEMENT EASEMENT (M) DENOTES MEASURED DATA M.H. DENOTES MANHOLE N/D DENOTES NAIL AND DISK (NR) DENOTES NON RADIAL LINE O.S.T. DENOTES OPEN SPACE TRACT LOT- 30 UNDER CONSTRUCTION O N�d- FLOOD ZONE "X" FLOOD ZONE "AE 16.5" /—FND 5/8" IR/C LB 4286 CERTIFICATIONS William A Bunting and Gail M Bunting DHI Mortgage Company, Ltd. DHI Title of Florida, Inc. Old Republic Insurance Group I^ LEGAL DESCRIPTION - 0 ? 7 BEING ALL OF LOT 31, ACCORDING TO CREEKSIDE PLAT NO. 1, AS RECORDED IN PLAT BOOK 55, PAGE 12 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. F— CONTAINS 0.20 ACRES, MORE OR LESS. PROPERTY ADDRESS 8629 COBBLESTONE DRIVE, FORT PIERCE 20 a 10- so ( IN FEET J I inch = 20 ft. O.R. DENOTES OFFICIAL RECORDS BOOK P.B. DENOTES PLAT BOOK PG. DENOTES PAGE P.U.E. DENOTES PRIVATE UTILITY EASEMENT P.D.E. DENOTES PRIVATE DRAINAGE EASEMENT P.S.M. DENOTES PROFESSIONAL SURVEYOR & MAPPER P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR P.C.C. DENOTES POINT OF COMPOUND CURVATURE P.D. DENOTES POINT OF CURVATURE P.E. DENOTES POINT OF TANGENCY (P) DENOTES PLAT DATA P.C.P. DENOTES PERMANENT CONTROL POINT R DENOTES RADIUS R/W DENOTES RIGHT OF WAY SAN. DENOTES SANITARY U.E. DENOTES UTILITY EASEMENT W.M.T. DENOTES WATER MANAGEMENT TRACT MAG/D DENOTES SET MAG NAIL AND DISK WMME DENOTES WATER MAINTENANCE MANAGEMENT EASEMENT A DENOTES INCLUDED ANGLE DENOTES DRAINAGE FLOW DENOTES PROPOSED ELEVATION P.R.C. DENOTES POINT OF REVERSE CURVATURE Mrli DEC 2 1 GENERAL NOTES 1. The last date of field work was 12-19-18 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 absfra-ted-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 and AE 16.5, according to the Flood Insurance Rate Map, Community Panel No. 12111CO170 J, effective date 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 Flood Zone lines shown hereon have been established by the Published FEMA Panel and the use of existing field elevation data. 9. The bearings shown hereon are based on Plat information and are referenced to the Center line of Cobblestone Drive which bears North 84'35'14" East and all bearings are relative thereto. 10. 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. 11. Elevations shown hereon are based on the North American Vertical Datum (N.A.V.D.)1988. 12. The building setbacks shown hereon, although based on the best available information, are not certified to and must be verified prior to design or construction. Final As -Built Survey Lot 31 For: D. R. HORTON File: 15-141.100.031 CULPEPPER & TERPENING, INC Date: 12/20/18 CONSULTING ENGINEERS LAND SURVEYORS FB: N/A 2980 SOUTH 25th STREET SCALE: 1"=20' I ORX PIERCE, FLORIDA 34981 DRAWN BY: JDJ PI-IONF, 772-464-3537 • FAX 772-464-9497 FIELD: PK w�cnv.ct-eng.cam STATE OF M,ORIDA CERTIFICATION No. LB 4286