Laserfiche WebLink
SKETCH OF DESCRIPTION <br />OF A PORTION OF 48TH AVENUE RIGHT OF WAY WITHIN PART OF <br />G.L. 5 OF SECTION 26, T.JIS., R.39E,(WEONA PARK, PLAT BOOK 2, PAGE 17) <br />INDIAN RIVER COUNTY, FLORIDA <br />DESCRIPTION OF PROPOSED ABANDONMENT OF ROAD RIGHT OF WAY. - <br />ALL THAT CERTAIN PORTION OF THE 50.00 FEET WIDE ROAD RIGHT OF WAY FOR 46TH <br />AVENUE LYING BETWEEN 86TH STREET (PALM BOULEVARD) AND 85TH PLACE (POINSETTIA <br />STREET), "WEONA PARK", PLAT BOOK 2, PAGE 17, SITUATE WITHIN GOVERNMENT LOT 5 <br />OF SECTION 28, TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA. <br />SURVEYOR'S NOTES: <br />1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED <br />SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS <br />DRAWING. SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES <br />ONLY AND IS NOT VALID. <br />2. LANDS SHOWN HEREON WAS PAR77AUY RESEARCHED BY THIS <br />OFFICE FOR RIGHTS-OF-WAY, EASEMENTS BY PLAT RECORD, <br />ADJOINING TAX PARCEL IDENTIFICATIONS. THIS SURVEY DOES NOT <br />INTEND TO DELINEATE LOCAL AREAS OF CONCERN, ANY OTHER <br />JURISDICTIONAL DETERMINATION OR OWNERSHIP. <br />J. NO FOUNDATIONS OR UNDERGROUND INSTALLATIONS HAVE BEEN <br />FIELD LOCATED PER THIS SURVEY, UNLESS OTHERWISE NOTED. <br />4. A PAST REPORT AND RESEARCH WAS CONDUCTED BY ATLANTIC <br />COASTAL TIME CORPORATION AND WAS PROVIDED TO THIS FIRM BY <br />INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES AS <br />INDICATED ON PAST SURVEY NEAR THIS AREA. <br />5. THE LEGAL DESCRIPTION SHOWN WAS DEVELOPED BY THE <br />PROFESSIONAL SURVEYOR AND MAPPER AS REQUESTED BY THE <br />CLIENT. <br />6. THIS MAP IS A SKETCH OF DESCRIPTION ONLY. A PRENOUS <br />BOUNDARY SURVEY WAS PERFORMED OF THE PROPOSED SURJECT <br />RIGHT OF WAY PORTION. 7. THE SURVEY FIELD WORK FINALIZED <br />OCTOBER 17, 2007. <br />B. BEARING DATUM AND HORIZONTAL COORDINATE VALUES ARE <br />BASED UPON THE NORTH AMERICAN DATUM OF 198J, ADJUSTMENT <br />OF 1999 (NAD 83/99) AND PROJECTED IN THE STATE PLANE <br />COORDINATE SYSTEM, FLORIDA EAST ZONE, 0907. DISTANCES SHOWN <br />ARE GRID AND DISPLAYED IN U.S. SURVEY FEET AND DECIMAL PARTS <br />THEREOF. <br />BASIS OF BEARING BETWEEN P.LSTATION 742+95.55 AND <br />P.C.STADON 756+10.70 BEING 032'15'11-W ALONG THE CENTERLINE <br />OF SAID RIGHT OF WAY AS CALCULATED FROM FOUND MONUMENTS <br />ALONG THE RIGHT OF WAY OF S.R. NO,5 / U.S. HIGHWAY NO.1 <br />9. THE EXPECTED USE OF THE LAND, AS CLASSIFIED BY THE <br />MINIMUM TECHNICAL STANDARDS (61G17-6, F.A.C.) IS SUBURBAN. <br />THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY <br />SURVEY IS I FOOT IN 7,500. THE MEASUREMENTS AND <br />CALCULATIONS OF THE CLOSED GEOMETRIC FIGURE WERE FOUND TO <br />MEET OR EXCEED THIS ACCURACY REQUIREMENT. <br />NOTE THIS SKETCH OF DESCRIPTION IS COMPRISED OF <br />TWO (2) SHEETS, ONE (1) IS NOT VALID R1771OUT THE <br />OTHER. <br />C7FRTIFIED TO: <br />INDIAN RIVER COUNTY, FLORIDA <br />ROBIN DAVIS <br />FRANK S ''JUCCURESC, P.S.M.5GNATURC OATS <br />FLORIDA REGISTRATION No, 4765 <br />CARTERASSOCIATES, INC. L.V. 205 <br />.,. ,.�. .,.. cr=c.-r .,..uc r tie rcc:•, . <br />GLOBAL POSITIONING SYSTEM (GPS) INFORMATION <br />GPS CONTROL STATION: GPS 36 <br />PID: A45870 <br />STATE/COUNTY — FL/INDIAN RIVER <br />USGS QUAD — SEBASTIAN (1970) <br />SPC FL E NORTHING 379264.798 EASTING 255460.151 <br />(Meters) <br />NAD 83 (1999) — 27'45'20.524" (N) 080'26'14.632" (W) <br />ELLIPSOID HEIGHT —25.480 (Meters) (02/10/07) ADJUSTED <br />DESCRIPTION: POURED IN PLACE CONCRETE MONUMENT AND <br />DISK STAMPED "GPS 36" LOCATED IN THE U.S. HIGHWAY 1 <br />GRASS MEDIAN FAST OF THE WA13ASSO SCHOOL FOR <br />EXCEPTIONAL CHILDREN, ABOUT 127.0 FT (38.7 M) <br />SOUTHEASTERLY OF THE SOUTH END OF THE U.S. HIGHWAY <br />I MEDIAN CUT, ABOUT 8.4 FT (2.6 M) EAST OF THE EAST <br />EDGE OF THE PAVEMENT OF THE SOUTHBOUND LANES OF <br />U.S. HIGHWAY 1, ABOUT 7.9 FT (2.4 M) WEST OF THE WEST <br />EDGE OF THE PAVEMENT OF THE NORT14BOUND LANES OF <br />U.S. HIGHWAY 7 AND 2.7 FT (0.8 M) NORTHWEST OF A <br />CARSONITE WITNESS POST. <br />REFERENCE MATERIAL <br />LEGEND: P.T. - POINT OF TANGENCY <br />ED. = FOUND STA = STATION <br />DIA. = DIAMETER <br />CL = CENTERLINE <br />R0 = <br />REBAR <br />R.R. <br />SPK. = <br />IF = <br />IRON PIPE <br />ROM <br />- RIGHT <br />OF <br />WAY <br />CAN. <br />= CONCRETE <br />MONUMENT <br />O.R.BOOK = OFFICIAL RECORDS <br />BOOK <br />R.R. <br />SPK. = <br />RAILROAD SPIKE <br />(0) a OBSERVED DATA <br />P.I. <br />- POINT <br />OF INTERSECTION <br />(P) = PLAT DATA <br />NO ID. - NO IDENTIRCA71ON <br />P.C. = POINT OF CURVi1TORF <br />P.T. = POINT OF TANGENCY <br />E.O.P. = EDGE OF PAVEmont <br />OF = OVERHEAD ELECTRICAL <br />= EXImMO WATER ,WIN VALVT <br />w - COSTING RRE HNRAM <br />O3 - EXISTING WATER METER <br />- EXISTING UMP <br />CARTER ASSOCIATES INC. <br />CONSULTTNG ENGINEERS AND LAND SURVEYORS <br />1700 21ST S!UTE! T 772.-602-4191 (M6 <br />"NO DRACB, FLORIDA 92800-9472 772-602-9100 (PAX) <br />P11.720. PG.9/FB.719. PO.55 DAG.,# IB606-A <br />EXHIBIT j* A" <br />