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Home My WebLink AboutSURVEY.n R=2880.00' A=1'39'17" I L=83:18'-. FENCE TIE1 (0.9' WEST) IKI PL A'e Pool LOT 13 i7 2"0 rQO rp O T � r Ovr �. a I,.•'r'v'-•tea EXISTING RESIDENCE LOT 12 BLOCK 5, 20' CONC DRIVE R/W LINE Lo Y1.100� N ®' R=2770.00'• - OHU—A=1'39'17'-OHU L=80.0 ' w E MARINA DRIVE 2[ (60, R/W) ASPH SCALE 1 =30 L —OHW— T6,L/Ltd.j42_ 2_j CON MARK W. TEEPE PT, PROFESSIONAL LAND SURVEYOR PO FLORIDA REGISTRATION NUMBER' # 4811 CH e CORAL COVE WATERWA Ld o ¢ LOT 11 N¢ O r Ovr O z `FENCE TIE (0.3' WEST) \-•FENCE TIE (0.0' WEST) FND IPC 4875, r(0.2' SOUTH, BEARING ANGLE 2 iNo R IP N&D CM POC POD PRM pop M P c D sM LB NO LEGEND •nE I%�— B co s� LEGAL DESCRIPTION LOT 12, BLOCK S. CORAL COVE BEACH SECTION 1, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 11, PAGE 30, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEY NOTES: 1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT; LANDS SHOWN HEREON WERE _ NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHT-OF-WAYS OF RECORD. 2. THIS SURVEY DOES NOT MAKE ANY ATTEMPT TO DELINEATE OR DEFINE AREAS OF ENVIRONMENTAL CONCERN OTHER THAN PROVIDED AND SHOWN HEREON. THERE MAY BE AREAS OF ENVIRONMENTAL CONCERN ON THIS SITE NOT NOTED OR MAPPED ON THIS SURVEY. 3. UNLESS OTHERWISE STATED THE BASIS OF BEARINGS AND DISTANCES ARE IN ACCORDANCE WITH THE RECORD PLAT AND HAVE BEEN VERIFIED BY FIELD MEASUREMENTS. 4. ALL MEASUREMENTS SHOWN HEREON ARE IN FEET. S. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 6. THIS SURVEY MEETS OR EXCEEDS APPLICABLE ACCURACY REQUIREMENTS AND IS PREPARED ACCORDING TO THE STANDARDS OF PRACTICE SET FORTH BY THE ' FLORIDA ADMINISTRATIVE CHAPTER 5J-17 AS CODE, ADOPTED BY THE BOARD OF PROFESSIONAL SURVEYOR AND MAPPERS. ' 7. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALED DIMENSIONS AND SYMBOLS OF FEATURES ARE NOT TO SCALE AND ARE ONLY A REPRESENTATION OF LOCATION IN THE FIELD. 8. .THIS SURVEY IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBEDDED SEAL OF THE SURVEYOR IN RESPONSIBLE CHARGE, THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF THE SURVEYOR HEREON, AND IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THIS SURVEY IN ANY FORM RENDERS THIS SURVEY INVALID. 9. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED AS PART OF THE SURVEY. _ 10. BY ACCEPTING THIS SURVEY, ALL PARTIES AGREE THAT THE SIGNING SURVEYOR'S LIABILITY IS LIMITED TO THE AMOUNTRAID FOR SAID SURVEY. 11. NO OWNERSHIP OF FENCE LINES HAS BEEN DETERMINED AS PART OF THIS SURVEY. 12. THIS SURVEY IS INCOMPLETE WHEN ALL SHEETS IN THE SET ARE NOT SHOWN IN THEIR ENTIRETY. A /�) • 13, THE LAST FIELD DATE OF THIS SURVEY WAS:.N 4 14. FLOOD ZONE INFORMATION: •� • SCANNED FLOOD ZONE: Vx , %� MAP: (2(V GO I o ( BY. L J _. DATED: St. Lucie County ELEV —ELEVATION FFE —FINISH FLOOR ELEVATION O ORB —OFFIFICIAL RECORD BOOK PB —PLAT BOOK DO —D® BOOK PG —PAGE FND —FOUND TYP —TYPICAL NM —WATER METER MH —MANHOLE' FH —FINE HYDRANT LP —LIGHT POLE PER UP -UTILITY POLE RLS -REGISTERED LAND SURVEYOR CERTIFIED TO: dflKCIvlr_� C-1H CORNERSTONE SURVEYING LB# 7941 325 SW SOUTH QUICK CIRCLE PORT ST. LUCIE, FLORIDA 34953 TEL: 772-418.2376 CORNERSTONESU RVEYI NG@HOTMAILCOM r ce;�e K MAC BOUNDARYSURVEY PREPARED ON THE ORD,�EROP{.. / .VS Ci[ti SCALEII DRAWN BY: •' DWG. NUMBER �• Za PAGE62993AATE 17 R=2880.00' A 1'39'171' BOTT CORAL COVE WATERWAY L=83:18' WOOD DOCK FENCE TIE \ (0.1' NORTH, 1s.s•-y' " + `CONC 1,3 _ WEST) SEAWALL SCANNED x 1e.B• '9X19 CONIC s`� BY FENCE TIEJ SLAB 34s (0.9' WEST) COVERED CONIC 24.1 � 7.5' `St' Lucie Cmmy 15.4' 7.3' 10.5' a LL1 W 0.7' EXISTING 0 " LOT 11 LOT 13 in- "p � 4 O' RESIDENCE O - a o LOT 12 Do 0 0 o BLOCK 5 ar rC� �< o f 14.6' 3o5.4' 3 z Cn 7C-1 FENCE TIE N(0.3' WEST) 7.4FENCE TIE WALK LC)(0.0' WEST) 20' CONIC L6 FND IPC 4875 FIND IRC DRIVE a (0.2' SOUTH, R/W LINE LB 7056 0.3' EAST) R/W LINE N ® R=2770.00'• --OHU-A=1'39'17"-OHu 0 U _ OHU L=80.00' C' FND MD w 01 E MARINA DRIVE 20' (NO ID) (60' RAW) ASPHALT L=114.10' SCALE 1"=30' LEGEND A e CEInTML ANGLE R CURVE RADIUS CERTIFIED TO: L = CURVE LENGTH (C) CALCULATED RICHARD FRIEDRICH AND NICOLE FRIEDRICH (P) + PUT COMPLETE CONSTRUCTION OF THE TREASURE COAST, LLC FNO '+ FOUND CENTERSTATE BANK OF FLORIDA, NA, ISAOA/ATIMA IR + 51W IRON ROD ITL ST. LUCIE TE IP = 1/2' IRON PIPE FPL m FLORIDA POWER AND LIGHT DESCRIPTION C-CONCRETE ES CMM CONCRETE MONUMENT EL - EIEVATION - LOT 12, BLOCK 5, CORAL COVE BEACH SECTION 1, ACCORDING TO THE PLAT THEREOF, FFE FINISH FLOOR ELEVATION AS RECORDED IN PLAT BOOK 11. PAGE 30, OF THE PUBLIC RECORDS OF MD - Mac NAIL AND DISK ST. LUCIE COUNTY, FLORIDA. P.L.S. - PROFESSIONAL LAND SURVEYOR LB - LICENSED BUSINESS SAID LAND CONTAINS 0.21 ACRES, MORE OR LESS. P.B. - PLAT BOOK R/W m RIGHT-OF-WAY -SURVEY NOTES ° -A&T L PEESTAE BOX 1. This survey is not valid without a signature and original embossed seal of.a Florida O - WATER METER Professional Land Surveyor. 2. Description provided by client and/or their agent. CO,Wr000 POWER POLE 3. The last date of field work was July 17, 2018 (GPS & SKETCH). 0 - CABLE TO"MON BOX 4. Underground improvements and foundations were not located as part of this survey. ;) - GUY ANCHOR 5. Bearings shown hereon are based on the East line of Lot 12, bearing N00'28'04"E, per O - FOUND -X. CUT (NO ID) plat. All bearings are relative thereto. DONQ - CONCRETE 6. All boundary information shown Is calculated per plat, unless otherwise shown. [PC - #4 IRON PIPE& CAP 7. The proposed residence lies In flood zone "X" and "AE-5", per map 12111CO181 J. dated IRC - #S IRON ROD & CAP' 2-16-12. Approximate flood zone delineations are shown as interpolated from FNMA maps. D.U.E.- DRAINAGE AND UTILITY EASEMENT -8. Additions or deletions to survey.maps or reports by other than the signing party or sa FT- SQUARE FEET parties is prohibited without written consent of ,the signing party or parties. -X a s' V°TMYL FINLINK FENCE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, , RESERVATIONS, AGREEMENTS, ANO/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RICHARD C. LAV RE, FLORIDA P.L.S. #nZ09 DATE REVISION DESCRIPTION DATE BOUNDARY SURVEY 4 REVISE PER ST. LUCIE COUNTY COMMENTS o/tz/1 5 ADD DRAINAGE FLOW ARROWS 0/16/t 6 FORMBOARD TIE-IN SURVEY 0/30/17 PREPARED FOR . 7 FINAL -'SURVEY 17A8118 RICHARID & NICOLE FRIEDRICH REF. JOB NO. DRAWN BY DATE DRAWING NO LAVENTURE & ASSOCIATES, INC. 16.2832 MWH 3/30/17 16.2832 PROFESSIONAL SURVEYING AND MAPPING F.B.,PG. ALCULATED B SCALE SHEET N0. 2552 PETERS ROAD, SUITE D CPS/SKETCH RCL 1"=30' 1 OF -1 19 7056 (772) 398T 6430 PHONERIDA (7742) 398-6426 FAX tQqLy 6a t '=2880.00' FIIi,;ETL!;i(�°'�, A=1 °39'17" BOAT LI �- CORAL COVE WATERWAY ��- L=83.18' WOOD ONT J DOCK FENCE 11E _r p (0.1 NORTH, 16.9' c u \-CONC l i SIDES 1.3'. WEST) SEAWALL _�0 k.R 1 D_31 x * IrR .9X19 ONC CSLAB s.° IN t-24.2 FENCE TIE COVERED G, (0.9 WEST) 15.4' --� CONC . 24.1' 7.5' CHMffiI 7.3' 10.5' a LLI LOT 13�o W 0.7' EXISTING RESIDENCE " LOT 11' ¢M LOT12 000 �cPProt�ed ¢ o_ BLOCK 5 LO J oar T p � `- 14.6' 35.4' 09 p VQ�1Q f�Q . V) (;UVt,KLU L) z SCANNED 44 ' L - JN o 0 FENCE TIE BY 1 ( o (0.3' WEST) tit 1-UCIP, COUf1I N 10 20' CONC 0"FND UPC 4375 FND IRC N DRIVE N (0.2' SOUTH, 0.3' EAST) R/W LINE LB 7056 _ R/W LINE .N ® R=2770.00'• OHU-A=1 •39'1 7"-OHU 0 U OHU 0 L=80.0 0 = FND MD w E MARINA DRIVE 20' (NO ID) (60' R/W) ASPHALT L=114.10' SCALE : 1 "=30' LEGEND A = CENTRAL ANGLE R - CURVE RADIUS CERTIFIED TO: L = CURVE LENGTH (C) - CALCULATED RICHARD FRIEDRICH AND NICOLE FRIEDRICH (P) . PLAT COMPLETE CONSTRUCTION OF THE TREASURE COAST, LLC FND •- FOUND CENTERSTATE BANK OF FLORIDA. NA, ISAOA/ATIMA IR = 5/e• IRON ROD ST. LUCIE TITLE IP - 1/2' IRON PIPE FPL m FLORIDA POWER AND LIGHT DESCRIPTION °M CM _ CONCRETE MONUUTILITIMENT = CONCRETE MONUMENT LOT 12, BLOCK 5, CORAL COVE BEACH SECTION 1, ACCORDING TO THE PLAT THEREOF, EL FE a FINISH FN a FINISH FLOOR ELEVATION AS RECORDED IN PLAT BOOK 11, •PAGE 30, OF THE PUBLIC RECORDS OF MD MAT NAIL AND DISK ST. LUCIE COUNTY, FLORIDA. P.Ls. - PROFESSIONAL LAND SURVEYOR LB - LICENSED BUSINESS SAID LAND CONTAINS 0.21 ACRES, MORE OR LESS. P.S. R/W =PLAT BOOK = RIGHT-OF-WAY -SURVEY NOTES El - ELECC SERI 1. This survey is not valid without a signature and original embossed seal of.0 Florida 0 AT&T EDESTA1DEBaxL - WATER METER Professional Land Surveyor. 2. Description provided by client and/or their agent. c'Q� - WOOD POWER POLE 3. The last date of field work was July 17, 2018 (GPS & SKETCH). ® = CABLE TELEvi51oN Box 4. Underground improvements and foundations were not located as part of this survey. a - GUY ANCHOR 5. Bearings shown hereon are based on the East line of Lot 12, bearing N00'28'04"E, per 0 = FOUND 'X' CUT (80 Io) plat. All bearings are relative thereto. CONC - CONCRETE 6. All boundary information shown is calculated per plat, unless otherwise shown. IPC - 04 IRON PIPE & CAP 7. The proposed residence Iles In flood zone "X" and "AE-5', per map 12111CO181 J, dated IRC - #5 IRON ROD & CAP' 2-16-12. Approximate flood zone delineations are shown as Interpolated from FEMA maps. o.u.E. = DRAINAGE AND UTILITY EASEME 8. Additions or deletions to survey maps or reports by other than the signing party or So FT- SaUARE FEET parties is prohibited without written consent of the signing party or patties. _ X- - V wrm FENCEAIN LINK FENCE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, RESERVATIONS, AGREEMENTS. AND/Oft EASEMENTS OF RECORD, SILCN <� ,r INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONS BY BY: \A_Z_ ]' ; OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. RICH D C. LAV "RE, FLORIDA P.L.S. #5209 DATE iEVISION DESCRIPTION DATE BOUNDARY SURVEY 4 REVISE PER ST, LUCIE COUNTY COMMENTS 0/12/1 5 ADD DRAINAGE FLOW ARROWS 0/16/1 6 FORMBOARD TIE-IN SURVEY 10/30/17 PREPARED FOR 7 FINAL SURVEY 7/s/,B RICHARD & NICOLE FRIEDRICH 16.2832 1 MINH :AWING NO LAVENTURE & ASSOCIATES, INC. t 6.2832 PROFESSIONAL SURVEYING AND MAPPING .HEET N0. 2552 PETERS ROAD, SUITE D FORT PIERCE, FLORIDA 34945 RCL 1 1"=30' 1. 1 OF'1 LB 7056 (772) 398-6430 PHONE (772) 398-6425 FAX