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BURVETOR'B 0EIERAL WIERA161REPORT. <br />1. UNLESS ITBEARSnE SYAA11NEFROTHEO iGnet RA18®SEN. OFAELOf00A Law= SURVEYORLMPPFIL THIS S AIM,5062401 <br />. PIAT ORNAP ISFOR DIFONWHOW1PURPOSES OILYNOBNOTYNO. <br />2. 110 FEND W0N(MS PEI80PoEL TO 10112146271E TIE Cts STRIP RAVELS SUBSEQUB(AOORgN4 061E7I0N9 NOUN 1F WTES. N <br />FNY,NIEREFUEC ED UTNEDROVNGRE619049. <br />x <br />REAMS MAN 119146011 AAE IWC UPON INE NORM NAM AN MUM CF 1963. ADJUSTMENT OF 2007. RAO ARE PROJECTED 61 TIE <br />FLORIDA STATE PI/VIE 000RO0N%E MIBJ, FLORIDA EAST ZONE OM) ANO ARE Rte TO THE ESTA6IJstEs LAE sem NFAFAN <br />LAMED ASDIE O RAW. <br />4. UNLE46A MES % 98 W101M1096ERY60A3 RECORD 00604906 ARE 1146 SAME AuON@010eSWAN 119SWAJEp9Q6AY®M <br />US.8U06YFEETNOWBVE PARTSTH8E6. <br />IME ROWAN OE1EAd06110NOD ,9E1OION MOM ON DM MD DEDC9PT011WAS RASED UPONTIE PROFPB90NLOP800NOP <br />7146 RWISTIPID 911 YPIOR PLIRWINT TO A'OPUw1 MOMS NO PIPC110ES OF LAND t01RVE1010. AND 61*00 0128108010 NV OR <br />0EYERB4 014ER95IP. TNS SKETCH AND OFSOPoPIUN ONES NOT MEW TO DELINEATE 800941 AREAS OF COMM OR FIN Orel <br />JUOSDIC101144. OET89801ADCL!jE iMEE. FIVE FST WOE 61101+ PAR615 OF TIE TNK7Y TOWER PARC . 19 DEUI01137 RY F3051N0 <br />Vines R0TDWA@ITS,RB011EFA61W370P@tN7T8AV.0O/WIRES N6)ENCIA2UEFONE$0 119010118) N40 CAILFAA90FF360310 <br />)1446Mal 0OUIONYFMTHEo 1T.WDY OEM WWI 43l000Ny.FLORIDI'.OFFtp01 PFWROS 800K360L 844618. SOON RIVER <br />5. INS =CR NO OESCRIP110N N9 BEEN PREPARED FOR INE 8110590E WENT NO 168 OF 15E MAWS MOM 821118I1/4110 <br />1£000 FOR TIE FORAMS ICEIM 10DMEPEON ONLY. MESS DTIERWWSE NANO. ceRnriCA1R1N OF 1146 81ERHN10 OESC PB011 APPLIES <br />OILY TO lit swim= OF PRACTICE BET FORTH 8Y THE FLORIN%BOARD OF PROFS:SOW& SURVEYORS 2710 ►V440ER9 6N CHARIER 5411 <br />FLORIDA ADWNISTPAI1E 00(4 PURSUANT TO SECTION 478027. FLOWN STATUTES THE CFRIGICY30N IN NOWAY 00161ITUIE6 4181 Bt <br />OLSA NTY 700 VRRPANTY 10 NIT OTHER DNOOLIARON NOT RRNOY 1 MEAN A00TIC56. DELETIONS OR REVISIONS 10 TNS DOMING DY <br />OTHERS Aft NOT P MJM ES MINK 8ETOIAKIOEeRIPINK NAY NOT BEIR:WSFEREDWUN]UT7NE INPRO3920WRITTENPERMSSOROF <br />THE 90N540 SURVEYOR. THIS 900701 ARO OF1C1PT01N IS ROI PIVD FOR NO 01161 PURPOSE ODER TWN 81180® 8Y THE SN:NNG <br />SURVEYOR <br />6. THE 7.,x8P1AM OF TIE SIETC0 AND DESCRIPTION 1N OUSTER WRs OBTAINED FROM OFF1b/L PECOF08 800K 00, PAGE 90 OF THE <br />%1680 PEWP09 GF UOIM NY84 C 8)12,, FLOM A T11E 1416 AID EXCEPT P0RI1044 OF THE OESCRPTON VYAS 170YFLOPf1 IR TIE <br />PROFEsscNAL 1KR01YOR 80 KURR REFERBeE WATER L SUNS WANED 00011 A MMUS 8000MTY SURVEY PERF010® O MIEN <br />2756002715, RG FOR TIE 0IYOF YEW SEAM OAIEOMMCHNIA P ORECF NO 134/362, ANDPRO3CT 184999. THE PAST 811RYE110F INE <br />TONER MUTT PARca. DEUNEA1101W TNS 46139200 TOV81 WEN01 MN WRES AM ENCLOSURE MKS FS 1801101808* TIERECOt0 <br />LEGALOESOISMOF1 <br />7. DE HEREON Mama P*03060T WPEMS TO LIE WWI F100020E7c FIUME62% MINI CNNICE FL000P8NI41. PS VOM ON <br />R00086WANCE RATE NAP (mg IA06ER IN640:144, MEL 6144,041RNIAWBSECI0EOWE OFO80EA4.202 <br />6. W0SMAP IS ASIQ:TOIOFLESCRIPIION OIAYABOUNOARY SLAM 1W9 N)TPERFCIREDT008MEA1E6NDFARC85. <br />THIS SKETCH IS NOTA BOUNDARY SURVEY <br />THIS SKETCH ANO DESCRIPTION IS COMPRISED OF <br />THREE PAGES. ONE IS NOT VALID WITHOUT THE OTHER. <br />CALCULATED UNE TABLE DATA <br />Line Table <br />Line # <br />Length <br />Direction <br />L5 <br />28.37 <br />N 54' 42' 09" W <br />L6 <br />5.00 <br />N 35' 17' 51" E <br />L7 <br />24.84 <br />S 54' 42' 09" E <br />L8 <br />36.71 <br />S 54' 42' 09" E <br />L9 " <br />25.51 <br />S 54' 42' 09" E <br />L10 <br />1.19 <br />N 00' 03' 14" E <br />L11 <br />20.02 <br />S 89' 20' 09" E <br />112 <br />82.74 <br />N 65' 20' 01" E <br />L13 <br />5.00 <br />S 24' 39' 59" E <br />114 <br />71.06 <br />S 65' 20'01 W <br />115 <br />26.10 <br />S 00' 27' 46" W <br />116 <br />26.31 <br />N 88' 47' 24" W <br />1.17 <br />82.87 <br />S 10' 30' 33" W <br />L18 <br />5.00 <br />N 79' 29' 27" W <br />119 <br />82.05 <br />N 10' 30' 33" E <br />L20 <br />1.16 <br />N 88' 47' 24" W <br />121 <br />18.48 <br />N 00' 03' 14' E <br />L22 <br />25.51 <br />N 54' 42' 09' W <br />123 <br />36.71 <br />N 54' 42' 09" W <br />REFERENCE MATERIAL <br />19455.0,13-2735, 20339.0, 837/15+, 776/294 <br />lme twee (Deed Can) <br />lira l <br />Ien9109 <br />Dealroe <br />15 <br />28.37 <br />N 53 35' 25' W <br />L6 <br />5.00 <br />N 36' 24' 35' E <br />115 <br />26.74 <br />s 5 56' 56'W <br />L7 <br />24.69 <br />553'35'25'0 <br />116 <br />25.33 <br />N 89' *2' 30' W <br />L6 <br />37.26 <br />S 53' 35' 25'46 <br />117 <br />62.87 <br />S 11' OF 24'W <br />L9 <br />28.10 <br />553'35'25'46 <br />LIB <br />5.00 <br />N 7855' 26"40 <br />1.10 <br />9.56 <br />N 00' 22' 23'46 <br />119 <br />81.96 <br />N 11' 04'34"1 <br />811 <br />22.96 <br />5 99' 31' 58'0 <br />120 <br />1.99 <br />N 89' 12' 30' W <br />112 <br />82.74 <br />2164' 39' 05'46 <br />L2) <br />18.82 <br />N CO' 22' 23' 46 <br />113 <br />5.00 <br />75' 20 55'46 <br />122 <br />26.06 <br />N 5335' 25'W <br />LI4 <br />74.39 <br />S 64' 39' 05'W <br />L23 <br />37.26 <br />H 53' 35' 25' W <br />LEGEND <br />O <br />-0E- <br />WATER NETER <br />ANCHOR 40 GUT «RE <br />SRN <br />TANNAGE CATCH 8609* <br />SANITARY SEWER HAMMIE <br />OVERHEAD ELECTRIC <br />TOP OF BANK <br />TOE OF SLOPE <br />400 WATER VALVE <br />FRE HIDRANI <br />TEL UTLLTY POLE <br />(0) 08105EO DATA <br />(P) PLAT DATA <br />(C) CALCULATED DATA <br />(0) DEED DESCRIPTION CALL <br />O EXISTING MRL <br />Q <br />TELEPHONE \CAN/ RISER <br />'(f SMATARY DIEM -OUT <br />QI TARO UCNT <br />ID ELECTRICAL RISER <br />• MNL RECEPTACLE <br />• (LEMMA. NETFJI <br />DLA. <br />R.O.W. <br />8.0.4.0. <br />C.B.S. <br />CONC. <br />LP, <br />58117 <br />P.O.B. <br />P.O.E. <br />06.8. PC. <br />11 TINE TARTE TAC NUMBER <br />FORC FOUND 1/2' DIAMETER <br />DEBAR/CAP <br />SUPPED 'CARTER <br />ASSOC' 9-2-2016 <br />050 EMERGENCY SERVICES DISTRICT <br />IRC ROAN RIPER COUNTY DATA <br />OBTAINED FROM FURNISHED <br />DOCUMENTS BY THE CUNT <br />OF THE PROPOSED INGRESS / <br />EGRESS AND UIIUIY <br />EASEMENT SKETCH AND <br />DESCRPRON PREPARED BY <br />DAVD MON. P54 OF THE <br />INDIAN RIVER COUNTY, <br />DEPARTMENT CP PUBUC <br />110RKS. E5631 6940 DPASION <br />AU. FOUND IS' DIAMETER REBAR/CAP <br />STAMPED 'CARTER ASSOC.' NESE <br />PRENOUSLY OBSERVO AND VERIFIED <br />8Y CN DATED MARCH 2013. PROJECT <br />13-2735, UNLESS 0THFR@SE N0110. <br />TELEPHONE CR CABLE RISER <br />DIAMETER <br />RIGHT C* WAY <br />NARONAL CE0DE1C VER1KAL DARN <br />CONCRETE BLOCK STRUCTURE <br />CONCRETE <br />IJOUO PROPANE <br />CORRUGATED METAL PPE <br />PLANT a( BEGINNING <br />PONT OF COMMENCEMENT <br />DEVOID RECORD B0011 PAGE <br />1a <br />DATAPATH TOWER <br />200 CENTRAL AVENUE <br />ST. PETERSBURG, FLORIDA 33701 <br />FIC <br />CARTER ASSOCIATES, INC. <br />CONSULTING ENGINEERS AND LAND SURVEYORS <br />1708 2161 STREET, VERO BEACH, FL 32960 <br />T00• {772) 662419) FAX (772) 562-7180 <br />SKETCH AND DESCRIPTION <br />"GUY AND ANCHOR PARCELS" <br />SECTION 2. T.33S., R.39E.. <br />INDIAN RIVER COUNTY, CITY OF VERO BEACH, FL. <br />NOTES, UNE TABLE & LEGEND <br />SHEET <br />2 of 3 <br />Op./.2095EA <br />19 <br />titi,I :`Jd UTE :NH <br />