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HomeMy WebLinkAboutBOUNDARY SURVEY-SITE PLANi n D 6 0 V D n 0 D D t I 7 D D I a ^. 0 BENCHMARK " COBBLESTONE "• LEGAL DESCRIPTION TOP SAN: MH. TO P.R.C. :. " N84'35 14 E 34 66 (BB) ^ O P. BEING ALL OF LOT 31, ACCORDING TO CREEKSIDE PLAT NO. 1, ", AS SS=05=ELEV:=15.35 = RECORDED IN PLAT BOOK 55, PAGE 12 PUBLIC RECORDS N8435',14E 95.41. •;: - ••- - P C R-77 _ 5.00 _ OF ST LUCIE COUNTY, FLORIDA. _ - :.50'-_ WIDTH `� -ASPHALT R/W . a-2'43.267 •.:. 75 � t6 7 . -.. " R=775. 00' _.. - '48". � CONTAINS 0.20 ACRES, MORE OR LESS. . PAVING- := L=36.85- -", I - FLOOD ZONE "X" 2' CONC. CURB _ �Y �------- -- RAW �tt.�CieC�unt` — _ — — — — — SET 5/8" IR/C LB 42f WATER SERVICE - FLOOD ZONE n "AE 16.5" LOT 32-1� PROPOSED F.F.E.=18.30 CREEKSIDE PLAT NO. 1 P.B. 55 PG. 12 . M&LQQ©- ZONE "X", FLOOD ZONE MIN. S FRONT G l N 1.6.00' `O PROPOSED , 4' CON.. 'WALK N8 5'1.4"E 3.4 66' R=750.00 A=2'43'26" - L - - = -L=35.66'� N PROPOSED; c z N .CONCRETE DRI.VEWNY ` 1 .72' 21.33' - 14.00' I �4. PROPOSED COVERED ENTRY Q LOT 31 i W o 0- r, PROPOSED MODEL�;F.4EBB/C of O 0-0 i CNR S QEp I05 REAR �0 ZNG. IR/C LB 4286 I I TECH. I I THOMAS P. KIERNAN , Professional Surveyor & Mapper - Florida Certific6te'No..61.99 .. PROPERTY ADDRESS cN 2 CONC. CURB I F 8629 COBBLESTONE DRIVE, FORT PIERCE V) �s R/W JLSET 5/8" IR/C LB 4286 SANITARY SERVICE ' 4- LEGEND &c ABBREVIATIONS FLOOD ZONE "AE 16.5n BM DENOTES BENCHMARK BB DENOTES BEARING BASE C.M. DENOTES CONCRETE MONUMENT — — — — _ CONC DENOTES CONCRETE 4� C.B. DENOTES CATCH BASIN y -.."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 x 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 PROPOSED F.F.E.=1 CREEKSIDE PLAT N P.B. 55 P_G PROPOSED w COVERED—,,11.00, LANAI--o - 13- : 48' - o 00 CO w 11.00, 13.40' N A FL OD Z NE C d¢ n AE 16.5..7 N84'35'14"E 34.66' WM T-1 — — — — — — — — — — — — — — DATE R=620.00' 0=2'43'26" L=29.48' FLOOD ZONE "X" 5/8" IR/C LB 4286 GENERAL NOTES GRAPHIC SCAI,I,; 20 0 10 20 K FIT9 1 20 n 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 do 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 l DENOTES PROPOSED ELEVATION P.R.C. DENOTES POINT OF REVERSE CURVATURE 1. The last date of field work was 5-1-18 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 r~ withou_t�he�ignn.turand_or-iginal—raised—seal—of—a � orl a Icensed 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 one<X�:artdxAE 165s` .cording to the Flood Insurance Rate Map, Community Panel No 121 1;C01 0A 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. Boundary Survey, Site Plan & Topo Lot 31 For: D. R. HORTON File: 15-141.100.031 Date: 5-10-18 FB: N/A SCALE: 1 "=20' DRAWN BY: ND FIELD: - PK CULPEPPER & TERPENING, INC CONSULTING ENGINEERS LAND SURVEYORS 7 2980SOU'I'I-I25th FREEr FORT' R 1 PI IONL 772- �4- �.a • G4-9497 ew%vxt _eng.com SPATE OF I.1.ORIDA CF.R11171CATION No. 1.13 4286