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SKETCH AND DESCRIPTION DESCRIPTION OF " COLLEGE LANE EXTENSION " ROAD RIGHT OF WAY
<br /> COLLEGE LANE EXTENSION - ROAD RIGHT OF WAY MAP A VARIOUS WIDTH ROAD RIGHT OF WAY LYING
<br />WITHIN A PORTION OF SECTIONS 5 AND 8 , TOWNSHIP 33 SOUTH ,
<br /> RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA . SAID VARIOUS WIDTH
<br /> RIGHT OF WAY BEING MORE PARTICULARLY
<br /> MEULLER CAMPUS VERO BEACH - FROM 66TH AVENUE / C.R. 615 TO RICHARDSON CENTER DESCRIBED BY OFFSET DISTANCES ALONG THE
<br /> ROAD RIGHT OF WAY BASELINE AS FOLLOWS :
<br /> LYING WITHIN PART OF SECTION 5 AND 8, TOWNSHIP 33 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA. BEGINNING AT THE
<br /> POINT OF REFERENCE BEING 60. 00 FEET WESTERLY AND 34 . 00 FEET NORTHERLY OF THE
<br /> LENGTH: ± 0.61 MILES COMMON SECTION CORNER OF SECTIONS 5, 6 , 7 AND
<br />8 , TOWNSHIP 33 SOUTH , RANGE 39 EAST, INDIAN RIVER
<br /> COUNTY, FLORIDA AS MARKED BY A " P - K " NAIL AND TAB STAMPED " CARTER
<br /> ASSOC . LB205 " AND DESIGNATED AS
<br /> PART OF SECTIONS 5 AND 8, BEGIN PROJECT BASELINE STATION 10 + 00 . 00, RUN NORTH
<br /> 89 '59 ' 14 " EAST ALONG SAID ROAD RIGHT OF WAY BASELINE,
<br /> TOWNSHIP 33 SOUTH, RANGE 39 EAST BEING PARALLEL WITH AND 34. 00 FEET NORTH
<br /> OF THE SOUTH LINE OF SAID SECTION 5, ALSO BEING THE NORTH LINE
<br /> OF SAID SECTION 8 TO DESIGNATED BASELINE STATION 11 + 10 . 00, BEING THE
<br /> INTERSECTION POINT WITH THE EAST RIGHT
<br /> OF WAY LINE OF THE INDIAN RIVER FARMS WATER CONTROL DISTRICT " LATERAL
<br /> " A " CANAL AND WEST LINE OF TRACT
<br /> � 5 - 33 - 39 13 OF SAID SECTION 5 AS MARKED BY A "P - K " NAIL AND
<br /> TAB STAMPED " PCP CARTER ASSOC . LB . 205 " , THE NORTH
<br /> RIGHT OF WAY LINE BEGINNING AT STATION 11 + 10 . 24 OFFSET 85 . 00
<br />FEET LEFT AND THE SOUTH RIGHT OF WAY LINE
<br /> BEGINNING AT STATION 11 + 09 . 89 OFFSET 40 . 00 FEET RIGHT OF AFORESAID ROAD
<br /> RIGHT OF WAY BASELINE ;
<br /> THENCE CONTINUING NORTH 89059 ' 14 " EAST ALONG SAID ROAD RIGHT OF WAY BASELINE
<br /> TO BASELINE STATION 11 + 50. 24
<br /> - w I STATE ROAD 60 OFFSET 85. 00 FEET LEFT FOR A POINT OF TRANSITION OF
<br /> THE NORTH RIGHT OF WAY LINE;
<br /> THENCE CONTINUING NORTH 89459 ' 14" EAST ALONG SAID ROAD RIGHT OF WAY BASELINE
<br /> TO BASELINE STATION 13 + 75 . 20
<br /> w D OFFSET 70 . 00 LEFT FOR A POINT OF TRANSITION OF THE NORTH RIGHT OF
<br /> WAY LINE;
<br /> zoNjA- 1
<br /> THENCE CONTINUING NORTH 89 '59 ' 14" EAST ALONG SAID ROAD RIGHT
<br /> OF WAY BASELINE TO DESIGNATED BASELINEY2LU: M- t END PROJECT STATION 30+ 60 . 20 AS MARKED BY A "
<br /> DIAMETER REBAR AND ALUMINUM CAP STAMPED " PCP CARTER ASSOC LB205
<br /> ON ,
<br /> w BEGIN PROJECT = uZOUMS'J STA. 47+ 85. 63 THE NORTH RIGHT OF WAY LINE AT
<br /> STATION 30 + 60 . 20 OFFSET 70 . 00 FEET LEFT FOR A POINT OF TRANSITION
<br /> Q sTA. to+ oo. Oo C-) WESTWARD ALIGNMENT, AND ALSO AT STATION 30+ 60. 20 OFFSET
<br /> 40 . 00 FEET LEFT FOR A POINT OF TRANSITION
<br /> PROJECT ZONE: A- t
<br /> = EASTWARD ALIGNMENT;
<br /> LU: M-1
<br /> LIZ) RIGHT OF WAY OLLEGE=LANE THENCE CONTINUING NORTH 89 '59 ' 14" EAST ALONG SAID ROAD
<br /> RIGHT OF WAY BASELINE TO DESIGNATED BASELINE POINT
<br /> ROUTE OF CURVATURE STATION 31 + 05. 28 AS MARKED BY A Y2" DIAMETER REBAR
<br /> AND ALUMINUM CAP STAMPED " PCP CARTER
<br /> ZONE: RM-6 NP
<br /> w: M- 1 GP ASSOC LB205 THE NORTH RIGHT OF WAY LINE BEING OFFSET
<br /> 40. 00 FEET LEFT, PARALLEL WITH , AND THE SOUTH
<br /> �t 6Ti STREET/(LUNDBERG ROAD) % A�
<br /> r- --- -� MP 5 4N. RIGHT OF WAY LINE BEING OFFSET 40. 00 FEET RIGHT, PARALLEL
<br /> WITH SAID ROAD RIGHT OF WAY BASELINE ;
<br /> t�
<br /> THENCE RUN NORTHEASTERLY ALONG THE CURVE AND ROAD RIGHT OF
<br /> WAY BASELINE BEING CONCAVE TO THE
<br /> \`Z8 zaNE: `A- 1 wp a �, 9 NORTHWEST HAVING A RADIUS OF 400. 00 FEET,
<br /> A CENTRAL ANGLE OF 3334' 50" , SUBTENDED BY A CHORD BEARING
<br /> \ /u, t PNS\G 0 AND DISTANCE OF NORTH 7311 ' 49 " EAST 231 . 10 FEET AND
<br />AN ARC LENGTH OF 234. 44 FEET TO THE BASELINE POINT
<br /> Y Pj� OF COMPOUND CURVATURE STATION 33 + 39 . 71 AS MARKED BY A Y2"
<br /> DIAMETER REBAR AND ALUMINUM CAP STAMPED
<br /> " PCP CARTER ASSOC . LB . 20511 , THE NORTHWESTERLY RIGHT OF WAY LINE BEING
<br /> CONCENTRIC , 40. 00 FEET LEFT AND THE
<br /> 08 - 33 - 39 SOUTHEASTERLY RIGHT OF WAY LINE BEING CONCENTRIC, 40. 00 FEET RIGHT OF
<br /> SAID ROAD RIGHT OF WAY BASELINE ;
<br /> THENCE CONTINUE NORTHEASTERLY ALONG THE CURVE AND ROAD RIGHT OF
<br />WAY BASELINE BEING CONCAVE TO THE
<br /> NORTHWEST HAVING A RADIUS OF 645. 00 FEET, A CENTRAL ANGLE OF
<br />68 '23 ' 28 " , SUBTENDED BY A CHORD BEARING
<br /> LOCATION SKETCH AND DISTANCE OF NORTH 22 '12 ' 40" EAST 725. 01 FEET AND AN ARC LENGTH
<br /> OF 769 . 90 FEET TO THE BASELINE POINT
<br /> OF REVERSE CURVATURE STATION 41 + 09 . 62 AS MARKED BY A SET " P - K " NAIL
<br /> AND TAB STAMPED " PCP CARTER ASSOC
<br /> NOT TO SCALE LB205" , THE NORTHWESTERLY RIGHT OF WAY LINE BEING CONCENTRIC ,
<br /> 40 . 00 FEET LEFT AND THE SOUTHEASTERLY RIGHT
<br /> OF WAY LINE BEING CONCENTRIC , 40 . 00 FEET RIGHT OF SAID ROAD RIGHT OF
<br /> WAY BASELINE ;
<br /> THENCE RUN NORTHERLY ALONG THE CURVE AND ROAD RIGHT OF WAY BASELINE
<br /> CONCAVE TO THE EAST HAVING A
<br /> INDEX : RADIUS OF 500. 00 FEET, A CENTRAL ANGLE OF 12605 ' 37 " , SUBTENDED
<br /> BY A CHORD BEARING AND DISTANCE OF NORTH
<br /> 05056 ' 16 " WEST 105 . 34 FEET AND AN ARC LENGTH OF 105. 54 FEET
<br /> TO THE BASELINE POINT OF TANGENCY STATION
<br /> SHEET CONTENTS 42 + 15. 15 AS MARKED BY A SET " P - K " NAIL AND TAB STAMPED
<br /> " PCP CARTER ASSOC LB205 " , THE WESTERLY RIGHT OF
<br /> WAY LINE BEING CONCENTRIC , 40 . 00 FEET LEFT AND THE EASTERLY RIGHT OF
<br /> WAY LINE BEING CONCENTRIC , 40 . 00 FEET
<br /> 1 LEGAL DESCRIPTION , CERTIFICATION & LOCATION MAP RIGHT OF SAID ROAD RIGHT OF WAY BASELINE
<br />;
<br /> 2 GENERAL NOTES , HORIZONTAL & VERTICAL CONTROL NOTES , THENCE RUN NORTH 00006 ' 33" EAST ALONG
<br /> THE ROAD RIGHT OF WAY BASELINE, BEING PARALLEL WITH , AND 133 . 27
<br /> LEGEND FEET WEST OF THE EAST TRACT LINE OF TRACT 14 OF AFORESAID SECTION
<br /> 5 , TOWNSHIP 33 SOUTH , RANGE 39 EAST TO
<br /> 3 COLLEGE LANE EXTENSION R . O. W. BE. STA . 10 + 00 TO 31 + 00 THE DESIGNATED POINT OF
<br /> CURVATURE BASELINE STATION 43 + 14. 44 AS MARKED BY A SET " P - K " NAIL AND TAB
<br /> 4 COLLEGE LANE EXTENSION R . O. W. BE. STA . 31 + 00 TO 39 + 50 STAMPED " PCP CARTER ASSOC
<br /> LB205 " , THE WEST RIGHT OF WAY LINE BEING 40. 00 FEET LEFT, PARALLEL WITH , AND
<br /> AND CURVE AND LINE TABLES THE EAST RIGHT OF WAY LINE BEING 40. 00 FEET RIGHT,
<br /> PARALLEL WITH SAID ROAD RIGHT OF WAY BASELINE ;
<br /> 5 COLLEGE LANE EXTENSION R . O. W. BE. STA . 39 + 50 TO 47+ 85. 63 THENCE RUN NORTHEASTERLY ALONG
<br /> THE CURVE AND ROAD RIGHT OF WAY BASELINE CONCAVE TO THE SOUTHEAST
<br /> PROPERTY OWNERS TABLE AND RIGHT OF WAY OFFSET TABLE HAVING A RADIUS OF 300 . 00 FEET, A
<br /> CENTRAL ANGLE OF 89 '59 ' 27 " , SUBTENDED BY A CHORD BEARING AND DISTANCE
<br /> OF NORTH 45'06 ' 16 " EAST 424. 23 FEET AND AN ARC LENGTH OF 471 .
<br />19 FEET TO THE BASELINE POINT OF TANGENCY
<br /> CERTIFICATE OF SURVEYOR STATION 47+ 85. 63 AS MARKED BY A SET " P - K " NAIL AND TAB STAMPED "PCP CARTER
<br />ASSOC LB205 " AND
<br /> THIS SKETCH AND DESCRIPTION WAS CREATED FOR THE SPEC ,IC URPQSE • OFk" THE PREPARATION TO DESIGNATED AS END PROJECT
<br /> BASELINE , BEING THE POINT OF TERMINUS OF THE BASELINE OF COLLEGE LANE
<br /> DEPICT OF A RIGHT OF WAY MAP OF COLLEGE- LANE= EXTENStt`3vCtLEREBY CERTIFY THAT TO THE EXTENSION .
<br />SAID POINT OF TERMINUS BEING 166 . 68 FEET SOUTH 89054' 00 " EAST FROM AFORESAID EAST TRACT LINE OF
<br /> BEST OF MY KNOWLEDGE AND BELIEF THIS SKETCH, RIGHT ._ OF WAY MAP , TRACT 14 OF SECTION 5 , ALONG THE CENTERLINE
<br /> OF THAT CERTAIN " 80. 00 FEET WIDE ROAD RIGHT OF WAY" AS
<br /> CONSISTING OF SHEETS 1 THROUGH 5, IS A TRUE AEElJ 7EMCI U FE . DEPICTION OF A FIELD DESCRIBED IN
<br /> " STATUTORY WARRANTY DEED " , OFFICIAL RECORDS BOOK 1294, PAGE 2376 , PUBLIC RECORDS OF INDIAN
<br /> SURVEY PERFORMED UNDER MY DIRECTION .AND,, COA� PjtETW*..,ON N° n, Ek O5 2009 . 1 FURTHER RIVER COUNTY,
<br /> FLORIDA , THE NORTHWESTERLY RIGHT OF WAY LINE BEING CONCENTRIC , OFFSET 40. 00 FEET LEFT AND
<br /> CERTIFY THAT SAID FIELD SURVEY IS IN COMPLIANL�E W,+T rMINIM M; TECHNICAL STANDARDS AS THE SOUTHEASTERLY
<br />RIGHT OF WAY LINE BEING CONCENTRIC , OFFSET 40. 00 FEET RIGHT OF SAID ROAD RIGHT OF WAY
<br /> SET FORTH BY THE FLORI ` RD 0 - FESSI@hAL VE R V MAg' PERS, IN CHAPTER 5J17 BASELINE.
<br /> FLORIDA ADMINISTRATIVE CODE ANT T SEC 72STATUTES .
<br /> FRANK S . CUCCURESE, S. M . - L ^(� � > ` !Z Z� � CONTAINING 354, 839 . 25 SQ. FT. OR 8 .
<br />15 ACRES MORE OR LESS .
<br /> r PREPARED BY FRANK CUCCURESE, P.S.M.,
<br /> y Qz .� I SI TU DATE FLORIDA REGISTRATION No. 4765
<br /> • REGISTRATION No . 476 STATE OF FLO IDA CARTER ASSOCIATES,
<br /> INC. LB 205
<br /> CARTER ASSOCIATES , I B . 205 Y, ° ` �� . . ` `• p
<br /> DATE APRIL S. 2010 p [� T �F+y [�
<br /> c ' �t y. p
<br /> DRAM OJ, # : 0SC I
<br /> 239S sm�un, na• CAR'ITRASSOCIATES, INC. SHEET
<br /> \,tc Y p nooaEssiacsuay.eaun.:e Fsc d� 16
<br /> APPO. BY . FRANK S. CUCCURESE CONSULTING ENGINEERS AND LAND SURVEYORS 1=OF
<br /> 5
<br /> a � I1 p BASELINE DEsc. aus FSC FRGETNBNYdE : 093 nk SMugIX"reu 7708 21st
<br /> STREET, VERO BEACH , FL 32960
<br /> nooaEss iac suRvcOe+nlxt Fsc REF. z TEL: ( 772) 562- 4191 FAX: ( 772)
<br /> 562 - 7180
<br /> REVISION BY F.B. B PG. : ]50JB148� -- Dx9. Y_ 16825-A
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