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Home My WebLink AboutBoundary SurveyI I I FLOOD ZONE „ X ti . -. l ° - 6f p y S a 04 L4 9i fa I Fa 9I 65 A' !G S£ >f SF ]E F OG b2 H L % y� i A. ir 20 0 20 40 ._ 60 o _ _ _ O 1 1 3 W "I V IE * °' I b f \ I 31 I IE — i OY 61 B� 41 ➢1 06 6d ii f3 S) 9D 13 Scale. 1 20 MIN, SETBACK RE FRONT, � �., SIDES CNRSIDE CA=01 ` 28' 00" REAR ZNG. R=320.86 TECH, FD. I.R.& C. ARC=8.21 act( D. t FD. ' NO I FENCE EAST ) 4 CHAIN LINK C l ( / I.R. N 90'00'00"E 299.90' P.P. 30.00' F°. NAIL 00 CA P.C- iAj N FD. NAIL. --- W v $0.00 — — _ .. / OVERH AD +i WIRES 100.63' m cfl n ° - — FD. SB rn so.00 J 149.38' 1IL/R.& ry PROPOSED' SB � \M CH U-) ADDITIONS OR DELETIONS TO SURVEY M(�1F5 OR REPORTS BY OTHER THAN TIE SIGN NIG o CAR PORT o v PARTY IS. PROHIBITED VTHOUT THE WRE TEN O1 ASPHALT MILLINGS m y m CONSENT OF THE SIGNING PARTY FLOOR ELEV. 20.00' j Z 100.63' sD.00' 149.38' _ ZI I A N rA.c.saa77 ZOO SB o SB --. olI I �o �O 79.72' POOL E UIP A.c CONCRETE AND ASPHALT 149.28' O 1 D W =0 SB PAD 3 J 71.00' PARKING AND DRIVEWAY SB O o z �' O n n LOT 27 � PAVER o L,I o o j%" sv o o ry DECK N u �.. _ y 145 12.33' 22.6' - Z Z N On 23.33' D 0 0 4' LOT 28 a A N O SITE BENCHMARK A LEVt\-ABN-=- 97:7fr w P08 � � I LO 3.0• Wes. - -iv ��- - - NORTH AMERICAN N xz o5 m r'1 VERTICAL DATUM O m C4 © .. .. 13.50' e 2 oT O I` m ..COVERED CD .Z1 ENTRY ELECTRONIC DATA IS TRPNSMMED FOR YOUR CQNVENIENCE AND ITT 0 CB z IS THE SaE PROPERTY OF CA MrtCHELL AND ASSOCIATES. INC. y BY ACCEPTING DELIVERY HEREOF. THE RECIPIENT HEREBY AGREES ' 26. 8,66 1 62. 11' TO INDEMNIFY AND HOLD C.A.MITCHELL AND A5$OCIAT" INC., I3 17 24.00' b 2 HARMLESS FROM ANY LIeBILITY RESULTING FROM 1HE USE OF THIS 56. 96' ' DATA. ELECTRONIC DATA IS SUBJECT. TO G' IANGE AND COORDINATION SB OF UPDATES E THE RESPONSIBILITY OF THE NE"IPIENY INFORMATON N i DIGITAL T OF ANY. DPAPoNG IS NEITHER CONTAINED ON HE DGI AL CDP SB CEftiIFIEO BY C.A. MITCHELL AND CERTIFIED, SUy.MC.; NOR INTENDED y TO TAEE THE PLACE OF A CERTIFIED 71ON£Y OHISI GS M ' - sO a OTS THE ONLY OFFICIALDRAM DEPICTION OF THIS INFICE OR A 10' x 20 N V IHE SIGNED AL GRAPHIC DCOPY ND FILE IN Wfl OFFICE OR A SHED UI -P N VALID 51GNE0 AND SEALED COPY. UNDER NO CIRCUMTANCES WILL W co _ SUPERCEOE T ANY OTHER GRAPHIC OR DIGITAL FORM OF THIS INFOPMPiION W FD. -30.00'. ...NAIL FD. I.R.& C. (WEST) FD. LWA ERR ME (MITCHELL) I.R. BOX AGE - . Y \ P =PLAT ?WrASMD CL = CALCULATED \ ? D - DEq CRIPTION 3.�2 & C. IRON ROD A" CAP 'A aC. = ITNESS CORNER C NL - C NCRETE MCVNIMMT - I . - N PIPE NOT VALID WITHOUT THE SIGNATURE - N & D.. NAIL AND DISK AND THE ORIGINAL P i VVEI R POLE N AL RAISED SEAL OF THIS DOCUMENT PREPARED IN THE OFFICE OF: .=LI FIGHT POLE DESCRIPTION: SUPPLIED BY CLIENT : " ( ) THE FLORIDA LICENSED SURVEYOR O TS.w..QVERIIEADWIREs LOTS 27 AND 28 (AS ONE. PARCEL), BLOCK 3 OF AND MAPPER (F.AC.s.II7).. C.A. MITCHELL AND ASSOCIATES, INC. "I DIAN RIVER 'ESTATES UNIT FIVE", ACCORDING TO A PIT. = SPIIA$,T PAVEMENT FT-L.=IL°'�aDmP®�'R&xavlla . THE PLAT THEREOF, AS RECORDED IN PLAT Bt'OK LAND SURVEYOR'S AND MAPPERS FO UND P .—P mOFCURv> 10� PAGE 58 OF THE PUBLIC RECORDS OF ST. C.A. MITCHELL AND ASSOCIATES, INC. 759 S.W. SOUTH MACEDO BOULEVARD P. -P TOFTANGENCY LUCIE COUNTY, FLORIDA: STA TMITCHE OF A TH ASSOCIATES, NO. LB4276 F.C.C.— OINTOrREV COMPOUND cw, SAID LANDS SITUATE IN ST. LUCIE COUNTY, FLORIDA. ST BUSH LPORT ' ST. LUCIE, FLORIDA. 34983 P. c. oIN$OS�REV7EI2SE CURVL - P.O.D. = DINT OF BEGMNING (772)' 878-7547 P. C.= OINT OF Comm,NCF50,NT C/ = C➢% TERLANE R/ F=RI �TOFWAY ' AUGUST. 20, 2020 P .M. = ERNPANEN`$' REFERENCE MONUMENT - -- P..P.=: P RMANL F NT CLINTON A. MITCHELL, R.L.S. - C-il CENTRAL RAL ANGLE (DELTA ANv :LE) 'PY T REGISTERED LAND SURVEYOR: AND MAPPER ONCRETE FLORIDA REGISTRATION NO. LS3541 sIs SE S ACx: (SINCE 1982) Id NAJ Dwain Br: C.A.M. APPROVIM Br: M.E. RENSIONS FRWECr SINT. NAME SHT. NO. LOT 27 AND 28, BLOCK 3 OF INDIAN RIVER ESTATES BOUNDARY SURVEY oeT� AUGUST 21 2020 pRa rao 4�171 (OLD 3678) UNIT 5 — 4807 PALMETTO DRIVE, FORT PIERCE, FLORIDA. �971 4971 ow9:. File name: C:\EPSA\4971 WITH IMPROVEMENT LOCATIONS PROPOSED CARPORT 8/24/20 C.A.M.