Loading...
HomeMy WebLinkAbout2010-269 i 06 0 o � D College Lane L'a-tensiott - 067 (nsirument prepared by and 2102115 should be relurned i: o THIS DOCUMENT HAS BEEN Indian River CountyAttornev 'sQfice RECORDED IN THE PUBLIC RECORDS 18012 7"' Street OF INDIAN RIVER COUNTY FL Vero Beach, FL 32960 BK: 2457 PG 2426 , Pagel of 7 11 / 15/2010 at 08 : 38 AM , D DOCTAX PD $0 . 70 JEFFREY K BARTON , CLERK OF COURT STATUTORY WARRANTY DEED THIS INDENTURE , made this 28th day of September , 2010 , between the DISTRICT BOARD OF TRUSTEES OF INDIAN RIVER STATE COLLEGE , a political subdivision of the State of Florida , whose address is 3209 Virginia Avenue , Fort Pierce , Florida 34981 - 5596 , GRANTOR, and INDIAN RIVER COUNTY, a political subdivision of the State of Florida, the address of which is 1801 27th Street , Vero Beach, Florida 32960, GRANTEE, WITNESSETH : That GRANTOR, for and in consideration of the sum of Ten Dollars other good and valuable consideration to GRANTOR in hand paid by GRANTEE , the receipt of which is hereby acknowledged , has granted , bargained , and sold to the GRANTEE , and GRANTEE ' S successors and assigns forever, the following described land, situate, lying, and being in Indian River County, Florida : SCE EXHIBIT " A " ATTACHED HERETO AND MADE A PART HEREOF AND GRANTOR does hereby fully warrant the title to the land described in Exhibit "A" and will defend the same against the lawful claims of-' all persons whomsoever . IN WITNESS THEREOF , the District Board of Trustees of Indian River State College, has caused these presents to be signed by its Chairman and attested to by its Secretary , this 28th day of September , 2010 . DISTRICT BOARD OF TRUS'T'EES OF INDIAN RIVER STATE COLLEGE By : oberts , Jr. , Ch man Attest : Edwin R. Massey , . D . , Secretary ACCEPTED : INDIAN RIVER COUNTY .• �c�MISS ! .b•. Peter D . O ' Bryan , Chairn n gam : e Date of BCC approval : 11 - 02 - 10 a ? 4 { lir' eat `% dROVEIU AS TO FORM Attest : Jeffrey K . Barton , Clerk of Court °° p••� , • ••. �,,. LEGA SUF E Y 6q �� MIER G °�°pbtl pppMP BY WILLIAM K. DEBRAAL Deputy Clerk DEPUTY COUNTY ATTORNEY 1 T STATE OF FLORIDA COUNTY OF , � 0� The foregoing instrument was acknowledged before me thispt0 day of �, 2010 , by Jay "Hal " Roberts , Jr . , Chairman of the District Board of Trustees of Indian River State College , a political subdivision of the State of Florida, who executed on behalf of said entity . He is personally known to me or produced (driver ' s license/passport) as identification . Sign Affix stamped seal showing name, Notary Public Commission # & expiration date SUZ NA NE PARSONS 4 t Notary Public. , State of Florida N . MyC4 ?� E� . EX�1 . 00t . 1412011 n "age" �r ` i'1 ° i� airtt"� s� 72.0175 2 SKETCH AND DESCRIPTION DESCRIPTION OF " COLLEGE LANE EXTENSION " ROAD RIGHT OF WAY COLLEGE LANE EXTENSION - ROAD RIGHT OF WAY MAP A VARIOUS WIDTH ROAD RIGHT OF WAY LYING WITHIN A PORTION OF SECTIONS 5 AND 8 , TOWNSHIP 33 SOUTH , RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA . SAID VARIOUS WIDTH RIGHT OF WAY BEING MORE PARTICULARLY MEULLER CAMPUS VERO BEACH - FROM 66TH AVENUE / C.R. 615 TO RICHARDSON CENTER DESCRIBED BY OFFSET DISTANCES ALONG THE ROAD RIGHT OF WAY BASELINE AS FOLLOWS : LYING WITHIN PART OF SECTION 5 AND 8, TOWNSHIP 33 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA. BEGINNING AT THE POINT OF REFERENCE BEING 60. 00 FEET WESTERLY AND 34 . 00 FEET NORTHERLY OF THE LENGTH: ± 0.61 MILES COMMON SECTION CORNER OF SECTIONS 5, 6 , 7 AND 8 , TOWNSHIP 33 SOUTH , RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA AS MARKED BY A " P - K " NAIL AND TAB STAMPED " CARTER ASSOC . LB205 " AND DESIGNATED AS PART OF SECTIONS 5 AND 8, BEGIN PROJECT BASELINE STATION 10 + 00 . 00, RUN NORTH 89 '59 ' 14 " EAST ALONG SAID ROAD RIGHT OF WAY BASELINE, TOWNSHIP 33 SOUTH, RANGE 39 EAST BEING PARALLEL WITH AND 34. 00 FEET NORTH OF THE SOUTH LINE OF SAID SECTION 5, ALSO BEING THE NORTH LINE OF SAID SECTION 8 TO DESIGNATED BASELINE STATION 11 + 10 . 00, BEING THE INTERSECTION POINT WITH THE EAST RIGHT OF WAY LINE OF THE INDIAN RIVER FARMS WATER CONTROL DISTRICT " LATERAL " A " CANAL AND WEST LINE OF TRACT � 5 - 33 - 39 13 OF SAID SECTION 5 AS MARKED BY A "P - K " NAIL AND TAB STAMPED " PCP CARTER ASSOC . LB . 205 " , THE NORTH RIGHT OF WAY LINE BEGINNING AT STATION 11 + 10 . 24 OFFSET 85 . 00 FEET LEFT AND THE SOUTH RIGHT OF WAY LINE BEGINNING AT STATION 11 + 09 . 89 OFFSET 40 . 00 FEET RIGHT OF AFORESAID ROAD RIGHT OF WAY BASELINE ; THENCE CONTINUING NORTH 89059 ' 14 " EAST ALONG SAID ROAD RIGHT OF WAY BASELINE TO BASELINE STATION 11 + 50. 24 - w I STATE ROAD 60 OFFSET 85. 00 FEET LEFT FOR A POINT OF TRANSITION OF THE NORTH RIGHT OF WAY LINE; THENCE CONTINUING NORTH 89459 ' 14" EAST ALONG SAID ROAD RIGHT OF WAY BASELINE TO BASELINE STATION 13 + 75 . 20 w D OFFSET 70 . 00 LEFT FOR A POINT OF TRANSITION OF THE NORTH RIGHT OF WAY LINE; zoNjA- 1 THENCE CONTINUING NORTH 89 '59 ' 14" EAST ALONG SAID ROAD RIGHT OF WAY BASELINE TO DESIGNATED BASELINEY2LU: M- t END PROJECT STATION 30+ 60 . 20 AS MARKED BY A " DIAMETER REBAR AND ALUMINUM CAP STAMPED " PCP CARTER ASSOC LB205 ON , w BEGIN PROJECT = uZOUMS'J STA. 47+ 85. 63 THE NORTH RIGHT OF WAY LINE AT STATION 30 + 60 . 20 OFFSET 70 . 00 FEET LEFT FOR A POINT OF TRANSITION Q sTA. to+ oo. Oo C-) WESTWARD ALIGNMENT, AND ALSO AT STATION 30+ 60. 20 OFFSET 40 . 00 FEET LEFT FOR A POINT OF TRANSITION PROJECT ZONE: A- t = EASTWARD ALIGNMENT; LU: M-1 LIZ) RIGHT OF WAY OLLEGE=LANE THENCE CONTINUING NORTH 89 '59 ' 14" EAST ALONG SAID ROAD RIGHT OF WAY BASELINE TO DESIGNATED BASELINE POINT ROUTE OF CURVATURE STATION 31 + 05. 28 AS MARKED BY A Y2" DIAMETER REBAR AND ALUMINUM CAP STAMPED " PCP CARTER ZONE: RM-6 NP w: M- 1 GP ASSOC LB205 THE NORTH RIGHT OF WAY LINE BEING OFFSET 40. 00 FEET LEFT, PARALLEL WITH , AND THE SOUTH �t 6Ti STREET/(LUNDBERG ROAD) % A� r- --- -� MP 5 4N. RIGHT OF WAY LINE BEING OFFSET 40. 00 FEET RIGHT, PARALLEL WITH SAID ROAD RIGHT OF WAY BASELINE ; t� THENCE RUN NORTHEASTERLY ALONG THE CURVE AND ROAD RIGHT OF WAY BASELINE BEING CONCAVE TO THE \`Z8 zaNE: `A- 1 wp a �, 9 NORTHWEST HAVING A RADIUS OF 400. 00 FEET, A CENTRAL ANGLE OF 3334' 50" , SUBTENDED BY A CHORD BEARING \ /u, t PNS\G 0 AND DISTANCE OF NORTH 7311 ' 49 " EAST 231 . 10 FEET AND AN ARC LENGTH OF 234. 44 FEET TO THE BASELINE POINT Y Pj� OF COMPOUND CURVATURE STATION 33 + 39 . 71 AS MARKED BY A Y2" DIAMETER REBAR AND ALUMINUM CAP STAMPED " PCP CARTER ASSOC . LB . 20511 , THE NORTHWESTERLY RIGHT OF WAY LINE BEING CONCENTRIC , 40. 00 FEET LEFT AND THE 08 - 33 - 39 SOUTHEASTERLY RIGHT OF WAY LINE BEING CONCENTRIC, 40. 00 FEET RIGHT OF SAID ROAD RIGHT OF WAY BASELINE ; THENCE CONTINUE NORTHEASTERLY ALONG THE CURVE AND ROAD RIGHT OF WAY BASELINE BEING CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 645. 00 FEET, A CENTRAL ANGLE OF 68 '23 ' 28 " , SUBTENDED BY A CHORD BEARING LOCATION SKETCH AND DISTANCE OF NORTH 22 '12 ' 40" EAST 725. 01 FEET AND AN ARC LENGTH OF 769 . 90 FEET TO THE BASELINE POINT OF REVERSE CURVATURE STATION 41 + 09 . 62 AS MARKED BY A SET " P - K " NAIL AND TAB STAMPED " PCP CARTER ASSOC NOT TO SCALE LB205" , THE NORTHWESTERLY RIGHT OF WAY LINE BEING CONCENTRIC , 40 . 00 FEET LEFT AND THE SOUTHEASTERLY RIGHT OF WAY LINE BEING CONCENTRIC , 40 . 00 FEET RIGHT OF SAID ROAD RIGHT OF WAY BASELINE ; THENCE RUN NORTHERLY ALONG THE CURVE AND ROAD RIGHT OF WAY BASELINE CONCAVE TO THE EAST HAVING A INDEX : RADIUS OF 500. 00 FEET, A CENTRAL ANGLE OF 12605 ' 37 " , SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 05056 ' 16 " WEST 105 . 34 FEET AND AN ARC LENGTH OF 105. 54 FEET TO THE BASELINE POINT OF TANGENCY STATION SHEET CONTENTS 42 + 15. 15 AS MARKED BY A SET " P - K " NAIL AND TAB STAMPED " PCP CARTER ASSOC LB205 " , THE WESTERLY RIGHT OF WAY LINE BEING CONCENTRIC , 40 . 00 FEET LEFT AND THE EASTERLY RIGHT OF WAY LINE BEING CONCENTRIC , 40 . 00 FEET 1 LEGAL DESCRIPTION , CERTIFICATION & LOCATION MAP RIGHT OF SAID ROAD RIGHT OF WAY BASELINE ; 2 GENERAL NOTES , HORIZONTAL & VERTICAL CONTROL NOTES , THENCE RUN NORTH 00006 ' 33" EAST ALONG THE ROAD RIGHT OF WAY BASELINE, BEING PARALLEL WITH , AND 133 . 27 LEGEND FEET WEST OF THE EAST TRACT LINE OF TRACT 14 OF AFORESAID SECTION 5 , TOWNSHIP 33 SOUTH , RANGE 39 EAST TO 3 COLLEGE LANE EXTENSION R . O. W. BE. STA . 10 + 00 TO 31 + 00 THE DESIGNATED POINT OF CURVATURE BASELINE STATION 43 + 14. 44 AS MARKED BY A SET " P - K " NAIL AND TAB 4 COLLEGE LANE EXTENSION R . O. W. BE. STA . 31 + 00 TO 39 + 50 STAMPED " PCP CARTER ASSOC LB205 " , THE WEST RIGHT OF WAY LINE BEING 40. 00 FEET LEFT, PARALLEL WITH , AND AND CURVE AND LINE TABLES THE EAST RIGHT OF WAY LINE BEING 40. 00 FEET RIGHT, PARALLEL WITH SAID ROAD RIGHT OF WAY BASELINE ; 5 COLLEGE LANE EXTENSION R . O. W. BE. STA . 39 + 50 TO 47+ 85. 63 THENCE RUN NORTHEASTERLY ALONG THE CURVE AND ROAD RIGHT OF WAY BASELINE CONCAVE TO THE SOUTHEAST PROPERTY OWNERS TABLE AND RIGHT OF WAY OFFSET TABLE HAVING A RADIUS OF 300 . 00 FEET, A CENTRAL ANGLE OF 89 '59 ' 27 " , SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 45'06 ' 16 " EAST 424. 23 FEET AND AN ARC LENGTH OF 471 . 19 FEET TO THE BASELINE POINT OF TANGENCY CERTIFICATE OF SURVEYOR STATION 47+ 85. 63 AS MARKED BY A SET " P - K " NAIL AND TAB STAMPED "PCP CARTER ASSOC LB205 " AND THIS SKETCH AND DESCRIPTION WAS CREATED FOR THE SPEC ,IC URPQSE • OFk" THE PREPARATION TO DESIGNATED AS END PROJECT BASELINE , BEING THE POINT OF TERMINUS OF THE BASELINE OF COLLEGE LANE DEPICT OF A RIGHT OF WAY MAP OF COLLEGE- LANE= EXTENStt`3vCtLEREBY CERTIFY THAT TO THE EXTENSION . SAID POINT OF TERMINUS BEING 166 . 68 FEET SOUTH 89054' 00 " EAST FROM AFORESAID EAST TRACT LINE OF BEST OF MY KNOWLEDGE AND BELIEF THIS SKETCH, RIGHT ._ OF WAY MAP , TRACT 14 OF SECTION 5 , ALONG THE CENTERLINE OF THAT CERTAIN " 80. 00 FEET WIDE ROAD RIGHT OF WAY" AS CONSISTING OF SHEETS 1 THROUGH 5, IS A TRUE AEElJ 7EMCI U FE . DEPICTION OF A FIELD DESCRIBED IN " STATUTORY WARRANTY DEED " , OFFICIAL RECORDS BOOK 1294, PAGE 2376 , PUBLIC RECORDS OF INDIAN SURVEY PERFORMED UNDER MY DIRECTION .AND,, COA� PjtETW*..,ON N° n, Ek O5 2009 . 1 FURTHER RIVER COUNTY, FLORIDA , THE NORTHWESTERLY RIGHT OF WAY LINE BEING CONCENTRIC , OFFSET 40. 00 FEET LEFT AND CERTIFY THAT SAID FIELD SURVEY IS IN COMPLIANL�E W,+T rMINIM M; TECHNICAL STANDARDS AS THE SOUTHEASTERLY RIGHT OF WAY LINE BEING CONCENTRIC , OFFSET 40. 00 FEET RIGHT OF SAID ROAD RIGHT OF WAY SET FORTH BY THE FLORI ` RD 0 - FESSI@hAL VE R V MAg' PERS, IN CHAPTER 5J17 BASELINE. FLORIDA ADMINISTRATIVE CODE ANT T SEC 72STATUTES . FRANK S . CUCCURESE, S. M . - L ^(� � > ` !Z Z� � CONTAINING 354, 839 . 25 SQ. FT. OR 8 . 15 ACRES MORE OR LESS . r PREPARED BY FRANK CUCCURESE, P.S.M., y Qz .� I SI TU DATE FLORIDA REGISTRATION No. 4765 • REGISTRATION No . 476 STATE OF FLO IDA CARTER ASSOCIATES, INC. LB 205 CARTER ASSOCIATES , I B . 205 Y, ° ` �� . . ` `• p DATE APRIL S. 2010 p [� T �F+y [� c ' �t y. p DRAM OJ, # : 0SC I 239S sm�un, na• CAR'ITRASSOCIATES, INC. SHEET \,tc Y p nooaEssiacsuay.eaun.:e Fsc d� 16 APPO. BY . FRANK S. CUCCURESE CONSULTING ENGINEERS AND LAND SURVEYORS 1=OF 5 a � I1 p BASELINE DEsc. aus FSC FRGETNBNYdE : 093 nk SMugIX"reu 7708 21st STREET, VERO BEACH , FL 32960 nooaEss iac suRvcOe+nlxt Fsc REF. z TEL: ( 772) 562- 4191 FAX: ( 772) 562 - 7180 REVISION BY F.B. B PG. : ]50JB148� -- Dx9. Y_ 16825-A SKETCH AND DESCRIPTION COLLEGE LANE EXTENSION - ROAD RIGHT OF WAY MAP MEULLER CAMPUS VERO BEACH - FROM 66TH AVENUE / C.R. 615 TO RICHARDSON CENTER LYING WITHIN PART OF SECTION 5 AND 8, TOWNSHIP 33 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA. LENGTH: ± 0.61 MILES BASIS OF SURVEY: SURVEYOR ' S NOTES: THIS RIGHT OF WAY MAP IS BASED ON A FIELD SURVEY PERFORMED IN NOVEMBER OF 2009 AND IS THE 1 . THIS RIGHT OF WAY ROUTE SURVEY WAS PERFORMED TO ESTABLISH A BASELINE FOR COLLEGE LANE DELINEATION OF THE PARCEL OWNERSHIP LINES AS IDENTIFIED IN THE " WARRANTY DEED " FURNISHED BY EXTENSION AND RECORD THE PROPOSED WIDTH INFORMATION AS A " RIGHT OF WAY MAP " . THE CLIENT REFERENCES: 2 . UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH , PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT CARTER ASSOCIATES . INC. FIELD BOOK 750 , PAGE 48 + ; FIELD BOOK 616 , PAGE 36 + ; FIELD BOOK 529 , VALID. PAGE 57 + 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR RESERVATIONS , ABANDONMENTS, DEED RESTRICTIONS, SETBACK LINES OR MURPHY ACT DEEDS. THIS SURVEY IS NOT INDIAN RIVER COUNTY, FLORIDA PROPERTY APPRAISER ' S INTERNET WEBSITE . INTENDED TO DELINEATE WETLANDS, LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION . PLAT OF INDIAN RIVER FARMS COMPANY S/D, AS PER PLAT BOOK 2 , PAGE 25, PUBLIC RECORDS OF ST. LUCIE CO. , NOW INDIAN RIVER CO. , FLORIDA. 4. NO FOUNDATIONS OR UNDERGROUND INSTALLATIONS HAVE BEEN FIELD LOCATED PER THIS RIGHT OF WAY MAP ROUTE SURVEY. INDIAN RIVER FARMS DRAINAGE DISTRICT INFORMATIONAL MAPS BY R . D . CARTER , ENG. , VERO FL. , NO. 45 AND WM . H . KIMBALL, ENG. , DAVENPORT, IOWA NO. 21 ( NOW INDIAN RIVER WATER CONTROL DISTRICT) 5. COORDINATE VALUES AND BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983 , DESCRIPTIONS OF CANAL AND ROAD RIGHTS OF WAY AS PER DEED BOOK 48, PAGE 23, PUBLIC RECORDS ADJUSTMENT OF 1999 , FLORIDA STATE PLANE COORDINATES FOR THE EAST ZONE ( 901 ) . THE COMMON OF ST. LUCIE COUNTY, NOW INDIAN RIVER COUNTY, FLORIDA. SECTION LINE OF SECTIONS 5 AND 6 , TOWNSHIP, 33 SOUTH , RANGE 39 EAST, BEARS NORTH 00608 ' 56 " EAST. ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO. CAI PROJ. NO. 02 - 3225, DWG. NO. 14521 - C 6. THE RIGHT OF WAY ROUTE BASELINE AND RIGHT OF WAY WIDTH OF COLLEGE LANE EXTENSION WERE LBFH ENGINEERS AND SURVEYORS PROJ. NO. 05- 0351 FIELD RECOVERED , ESTABLISHED AND COMPLETED ON NOVEMBER 11 , 2009 . VARIOUS RECORD SUBDIVISION PLATS NORTH OF ROUTE: 7. THIS RIGHT OF WAY MAP ROUTE SURVEY CONSISTS OF 5 PAGES AND ONE IS NOT VALID WITHOUT THE OTHER . HOME DEPOT AT VERO BEACH , P . B . 15, PG. 28 , I . R . CO . , FL. AFFIDAVIT: O. R . B . 1259 , PG. 2616 , I . R . CO. , FL. SIXTY OAKS SUBDIVISION , P . B . 12, PG. 20, I . R . CO. , FL. INDIAN RIVER FARMS COMPANY SUBDIVISION , P . B . 2 , PG. 25, ST. LUCIE CO. , (NOW I . R . CO. , FL. ) ABBR EVIATIONS /SYMBOLS: D.O.T. = DEPARTMENT OF TRANSPORTATION = NEW RIGHT OF WAY OF COLLEGE LANE EXTENSION PL = PROPERTY LINE W T.COR. = WITNESS CORNER - - - - - - - - - = EXISTING RIGHT OF WAY OF COLLEGE LANE SURVEYOR ' S GLOBAL POSITIONING SYSTEM ( GPS) NOTES END = FOUND - SECTION LINE STAPI = POINT OF INTERSECTION - - - - - - - - - = BASELINE 1 . G. P . S. SURVEY METHOD : REAL TIME KINEMATIC (RTK ) PC. = POINT OF CURVATURE PT. = POINT OF TANGENCY - - - - - - - - - - - - PROPERTY LOT LINE 2 . G. P . S . RECEIVER TYPE: TWO ( 2) DUAL FREQUENCY LEICA GX1230 - 12 CHANNEL ( L7 & L2 ) . PCC. = POINT OF COMPOUND CURVATURE - - - - - - - - - - - - - = EASEMENT LINE 3. THE ORIGINAL GPS RTK MEASUREMENTS BEGAN NOVEMBER 05, 2009 AND WERE COMPLETED ON PRC = POINT OF REVERSE CURVATURE NOVEMBER 11 , 2009 . TWO LEICA DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT- SKI ( REAL TIME IP = POINT of NON- rANCENcr - - - - - - - - - = TRACT LINE PIPE MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA . TYPICALLY A BASE RECEIVER IS SET UP R/C = REBAR WITH PLASTIC CAP — — — = LR.F.W.C.D. RIGHT OF WAY ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS , RRSPK = DIIAMETEO SPIKE ER = RECORD EASEMENT IMPROVEMENTS AND /OR TOPOGRAPHIC DATA AND CONTROL THROUGHOUT THE PROJECT AREA. REAL- TIME R.O.W., R/W = RIGHT-OF-WAY COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO MODEM LINK WITH ID. = IDENTIFICATION / G.P.S. = GLOBAL POSITIONING SYSTEM SPK = SET "P-K" NAIL WITH TAB STAMPED "PCP CARTER ASSOC THE BASE STATION AND RECORDED AS THREE DIMENSIONAL ( 3D ) POSITIONS . (P) = PLAT DATA LB zos' 4. G. P . S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING LEICA GEO OFFICE, VERSION 7. 0 (D) = DEED CALL SRC = SET 1 /z"x16' REBAR/CAP STAMPED "CARTER Assoc" 5 . THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS: HORIZONTAL: 10MM + 1PPM (C) = CALCULATED MEASUREMENT . (0) = OBSERVED MEASUREMENT SRCA = SET 1 /2"X18" REBAR/ALUMINUM CAP STAMPED "PCP ( RMS ), VERTICAL: 20MM + 1PPM ( RMS) . (RD) = RECORD DATA FROM I.R.E.D.D. INFO. BOOKS CARTER ASSOC LB205" (R.D. CARTER, ENG., VERO FL., NO. 45) PRM = SET 4"X40X24" CONCRETE MONUMENT (PERMANENT GPS CONTROL POINT REFERENCE STATION : (WM. H. KIMBALL, ENG., DAVENPORT. IOWA NO. 21 ) REFERENCE MONUMENT) WITH DISK STAMPED "PRM CARTER (R) = RECORD DATA FROM PLAT OR DEED ASSOC. L8205 " BL = BASELINE I.R.E.D.D. = INDIAN RIVER FARMS DRAINAGE DISTRICT DESIGNATION - CARTER BASE 29 O.R.B., PG. = OFFICIAL RECORD BOOK, PG. I.R.F.C. S. = INDIAN RIVER FARMS COMPANY SUBDIVISION STATE/COUNTY - FL/INDIAN RIVER PG. = PAGE I.R.F.W.C.D. = INDIAN RIVER FARMS WATER CONTROL DISTRICT USES QUAD - VERO BEACH ( 1983) I.R.CO., FL. = INDIAN RIVER COUNTY, FLORIDA p.8., PG. = PLAT BOOK, PAGE CM = CONCRETE MONUMENT NAD 83 ( 1999 ) 27'38' 23. 94471 " (N ) 80'24' 10. 08008 " ( W) rn = TRACT z� = PARCEL NUMBER DESIGNATION ELEVATION : 45 . 166 FEET ( N . G. V. D . 1929 ) S.R.D. = STATE ROAD DEPARTMENT ELLIPSOID HEIGHT - 13. 9062 METERS DESCRIPTION : CARTER ASSOC. , INC . REFERENCE STATION , 1708 21ST STREET, VERO BEACH , FLORIDA. PREPARED BY FRANK CUCCURESE, P.S.M., FLORIDA REGISTRATION No. 4765 CARTER ASSOCIATES, INC. LB 205 DATE : DECEMBER 29, 2009 ,.eRena. T/� Im © PROW# : 09-2395 m CARTER ASSOCIATES, � l�. Q DRAWN BY: FSC Y� � '"' "�� ADDREss IRC suavcoNN.#s FSC s1-ID APPD, BY : FRANK S. CUCCURESE CONSULTING ENGINEERS AND LAND SURVEYORS BASEUNE DESC. taus FSC 4810 FILEPUDNA : FrankCacarese1708 21st STREET, VERO BEACH , FL 32960 FILE NAME: 09Z39SMyADDRESSIRCSURVWMM#1 FSC a-ZLID REF. kTEL: ( 772) 562- 4191 FAX: ( 772) 562- 7180 NO. REVISION BY DATE F.B. B PG. : ]50US1n8� — COMMON k SECTION CORNER FNS. g' DIAMETER REBAR/CAP 'CARTER ASSOC' N ,2D,>9,.222D E 830017.6 _ SKETCH AND DESCRIPTION 538 / I f 15 P�l � J COLLEGE LANE EXTENSION - ROAD RIGHT OF WAY MAP Lu � WIZ _h o MEULLER CAMPUS VERO BEACH - FROM 66TH AVENUE / C.R. 615 TO RICHARDSON CENTER W _ 3z Cli m z W . � _ K LYING WITHIN PART OF SECTION 5 AND 8, TOWNSHIP 33 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA. JUIN N COFno0 Q �NIoVO � ` - i0 s Z m a w „ P . ` W LENGTH: ± 0.61 MILES I o \ £ < � e J o sjw GRAPHIC SCALE p � z z � - h Q z1 • < Ig La _ ` ti INDIAN RIVER FARMS COMPANY " z6 I SUBDIVISION ( tx Beer ) Q� P. B . 2, PG. 25, ST. LUCIE CO. , L mce 40 :L STA: 11+10.24 STA: 11+50.24 ( NOW I.R. CO. , FL. ) = I V OFFSET: SEW L OFFSET: 85.00 L 1--I-- 80.00' 1- so Do' -I /PRM PRM TRACT 13 SEC. 5- 33- 39 Lu J L2 STA: 13+7520 ` FMS T: 70.00 L T 225.46• 566'il 'S3'E - PRu R.O.W. 1015.72' N89'59'14E Q3� _ 1685.00' N89'S9'14E POINT OF REFERENCE/ 20.00' C) y'0jI PUNT OF BEGINNING O m BEGIN PROJECTa ' . • STA: 10+00 I m N o SET -P—K' NAIL/TAS L 'CARTER ASSOC L1zos' LD I ROAD RIGHT OF WAY BASELINE N89'59'140E IT 04 N 1Jg91e7.eoefi E 829950.8)90 10 00 15+00 — _ 17+00 18+00 19 6o.W' --I 11+001 _ 12+00 13+00 14+00 15+00 NW CORNER TRACT 1, I — ) STA: 11+10 950A0_ 1 J swnary 7-33-39 � ORIGINAL ROSEWOOD RA.R \ SET 'P-K' NAIL/uB I ) / 'PCP CARTER ASSOC LS205• 16TB STREET / ROSEWOOD ROAD 6D.00' ° 5� I N 11991878] 8 589'51 '5]"W ice` �I n E 030060.89 - TRACT LINE AND SECTION LINE 1� 2661.36' 589'59'14"W(0) SOUTN UNE OF WACT a �- - 1330.98'- - - V - - - - - - - - i lnse' c 13 'Ia0 - - - - -NORTH DINE OF macr a - CT 589'S1 'STW(C) I ` \ 7 STA: 11+09.89 ) R.O.W. 1995.39' N89'59'14"EJ �.] SUB—LATERAL A - 7 CANAL \ 'SAVu � .ea OFFSET: 40.008 I ORIGINAL LRRC.S. R.O.W. SPI moi' 4 o - o ♦ Pau _ _ _ _ — — _ — — _ — — — — — —2366.06' N89'59'14 E � sw 11+3L22 594.65' NTROL LN — — — — 664.39' N89"59'14"E OFFSET: 63.89 q SURVEY CONTROL LINE STA: 17+26.09 //�4 END $' DIAMETER SEEMS OFFSET: 64.M R / Si�s'pf"sr CARVER Assoc INDIAN RIVER FARMS COMPANY W/ CAP STAMPED TAG Yi- DIAMETER q•B'� 'CAO ER ASSOC.' I x+',\-9� o °w �ry SUBDIVISION lsx, `e `E'c ? � Axe 4yf e, P. B. 2 , PG. 25, ST. LUCIE CO., \ �o. RE' \ 9• �y� (NOW I. R. CO. , FL ) 9' 1s cqo "?,• r TRACT 4 SEC. 8- 33- 39 ov 5fsl 6 _ tL'Ws A 9Z \hOo'':'en I Ory •'v9y 'Sxl. / 7• s a PTI Zo \c X F6. /4 w RP \ / INDIAN RIVER FARMS COMPANY RIR SUBDIVISION 13 o WESTWARD ALIGNMENT EASTNARO ALIGNMENT P.B. 2, PG. 25, ST. LUCIE CO., (NOW I_R. CO. , FL. ) STA 30 mW L TRACT 14 SEC. 5- 33- 39 Pflu 1015.72' N89'59'14"E -,� - R.O.W. 669.28' N89'59'14'E _ I685.00' N89'5994"E STA: ,1+1+50,20 m OFFSET: 40.00 L u SSA: 30+6020 SET Y( STA: 20+fi0 REBAR SET $' RTERR °M CAP 'PCP CARTER ASSOC 1 P z STA: 23+90.69 TRACT LINE /ALUMINUM CAP Lb PCP CARER ASSOCASSOL L020Y SET 1' !RVR /ALUMNUM C_AP LBZOS N 83101B8.Og1 PCP CARER A55°C LB205 N 119910flZJ22 w " 1"0106794 BL. COLLEGE LANE EXTENSION / 76th STREET / LUNDBERG ROAD " "'1.5739 EB32D1L D776 ` E e3ll18BA2g ROAD RIGHT OF WAY BASELINE N69'59'14'E �w 00 20+00 21+00 22+00 23+00 4+M 25+°° 26+00 27+00 28+00 29+00 30+CO 31 O _ 330.fi9' _ J 2105.28' N89'59'14"E T - - --T 1 < o 01 '1- TRACT LINE AND SECTION LINE2661 .36' Nl8T59'14E(0) o_ 0 0 _ - 131088 (C) 13SO.as' Rm — — — — n J— — _ _ _ _ _ _ sOUin LINE OF ITACT 14 i L) 1995.39' N89'59'14"E 133,68 c mO.as RO — _ voRrN DINE of TRAcr 3 —I h— � R.o.w. t � _ _ _ _ _ _ _ 2368.06_ 489'59'14"E I _ 654.39' N89-59'14E — - - - - - — 3�— - - — — — — —' — — - - - — - - - — - - 1109.02' N89'59'— — — SURVEY CONTROL LINE n INDIAN RIVER FARMS COMPANY �j SUBDIVISION GIG P.B. 2, PG. 25, ST. LUCIE CO. , E I E ( NOW I . R. CO. , FL. ) o TRACT 4 SEC. 8 - 33- 39 i = W I PREPARED BY FRANK CUCCURESE, P. S.M., FLORIDA REGISTRATION No. 4765 CARTER ASSOCIATES, INC. LB 205 DATE : DECEMBER 29, 2009 © PRCL # : 09-2395 zm4""16i CARTER ASSOCIATESINC. SHEET Q DRAWN BY: FSC , © ADDRESS IRCSURVCDMM# FSC s-7-1D APED. BY : FRANKS. 000CURESE CONSULTING ENGINEERS AND LAND SURVEYORSBASELI3 OF 5 .. PLOT BY : Fronk Cuccureu © ADURENED65C. CRL$ FSC 4.n.m FILE NAME : M39S.dn 1708 21st STREET, VERO BEACH , FL 32960 COLLEGE LANE EXTENSION RIGHT OF WAY NO mR6sswC sugv DWEVISION FY DAT REE# : 750,8 .8. TEL: ( 772) 562- 4191 FAX: (772) 562- 7180 Dwg #, , 8825- A SKETCH AND DESCRIPTION COLLEGE LANE EXTENSION - ROAD RIGHT OF WAY MAP S iA iiDN 39 + 50 MEULLER CAMPUS VERO BEACH - FROM 66TH AVENUE / C.R. 615 TO RICHARDSON CENTER T LYING WITHIN PART OF SECTION 5 AND 8, TOWNSHIP 33 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA. I LENGTH: ± 0.61 MILES � I I ' I GRAPHIC SCALE I Web - 40 D / 1 � � f U / LINE TABLE LINE BEARING DISTANCE Fes/ I L1 S 00600'46 " E 30. 00' L2 N 89 '59'14" E 40. 00' y4% L3 N 89 '59'14" E 45. 08' 0P � / O 3P u In o - 0 z e CURVE TABLE / CURVE LENGTH RADIUS DELTA. CHORD BEARING DISTANCE 1 Ci 234. 44' 400. 00' 33'34'50" N73'11 '49 "E 231 . 10' i C2 769. 90' 645. 00' 68-23'28" N22'12'40"E 725. 01 ' C3 105. 54' 500. 00' 12'05'37" 505.56'16 "E 105. 34' C4 471 , 19' 300. 00' 89'59'27" 545.06' 16"W 424. 23' .y� I C5 534.02' 340. 00' 89059'27" S45'06'16 "W 480. 79 ' C6 408. 37' 260. 00' 89:59' 27" 545'06 '16"W 367. 67' C7 97. 09' 460. 00' 1 12605'37" S05'56'16" E 96. 91 ' INDIAN RIVER FARMS COMPANY CS 1 113. 98' 540. 00' 1 12'05'37" S05456'1 6" E 113. 77' STk 33+39.71 SUBDIVISION I C9 817. 65' 685. 00' 1 68.23'28" N22112'40"E 769. 97' OFFSET. 40.00L / P.B. 2, PG. 25. ST. LUCIE CO. , CIO 722, 16' 605. 00' 68423'28" N22'12' 40" E 680. 04' WESTWARD ALIGNMENT Oxu6xT ERSTwARD ALIOUN6NT d3 � (NOW LR. CO. , FL ) Cil 210. 99' 360. 00' 3334'50" N73'71 ' 49"E 207. 99' Pcc. TRACT 14 SEC. 5- 33- STA: 20 39 C12 257. 88' 440. 00 333450 N737149E 254. 20' OFFSET, r: 70.>a.00 L / = u 669.28' PRN $. N69'S9'14'E STA: 30+60.20 STA; 31+05,28 - oFFscr. 40.00 L OFFSET.T: .o.00oo L _ RN PRM C\1 PCCSET Y : BAR/ALI o / 5 SET $- R ERR UM CAP X PCP CARER ASSOCPSSOC LB205 / L} P / $ N 119925 E B832277.3831l]].3831.}B]I lj P[[. STA: D 40. 71 5.3"W G\ / ONSET: 40.40 R / M. 1 O IDETER WON PIPE SBI o - �� jj COX Na IGEN CFICA➢ON AT NE COMMON R 210 CORNER " PGSTR. }140538 / N 119915 .1539 SET h" REOAR/ALUVINUN CAP 5 E 0}26]2.13}9 o O PCP CARTER ASSOC L3205- C\ 2 / a N 11991092024 /E 632056.1549 - _ _ 2661 .36' S89'59'14'W(0) _ - / _ - _ I . _ I- - 142.16' N89'S9'14-E 1995.39' O STA: 31+05.20 / N89'59'14'E Q OWS£T: 40.MR \}E g _PRu _ _ _ _ _ _ _ 2368.06' S8959'14'W_ _ _ _ _ NE920 1109.02' N895914:E F 'A CO FNO $' DIAMETER REBAR W/ CAP a _ - INDIAN RIVER FARMS COMPANY STAMPED 'CARTER assoc.- s E SUBOIVISION Np0.M 0.NNM C `° . P.B . 2. PG. ? R . OT FL. ) E CO. , N69 j\3 Ei i (NOW TRACT 3 SEC. 6- 33 - 39 / PREPARED BY FRANK CUCCURESE, P. S. M. , FLORIDA REGISTRATION No. 4765 CARTER ASSOCIATES, INC. LB 205 A " © DATE : DECEMBER 29, 2009 save CARTE^ ASSOC� �] TC. SHEET DATE : 09-2395 j( LN DRAWN BY: FSC xx p ADOREsslRcsu6vcokuu<2 FSC s]-10 APPD. BY : FRANKS. CUCCURESE CONSULTING ENGINEERS AND LAND SURVEYORS 4 OF 5 PLOTBY : F2nk Cuccumsa © BASELINE OESC. uus FSC 442-10 PILE NAME : 092MSAV 1708 21st STREET, VERO BEACH , FL 32960 COLLEGE LANE EXTENSION RIGHT OF WAY NO OOREss lRc suevc REVISION BY DATE F.BFB PG . : 25o]R140. TEL: (772) 562- 4191 FAX: ( 772) 562- 7180 , , 6625- A j I I a LOT za W Y i e LOT 29 / LOT 30 I LOT 31 P SURVEY CONTROL € � I � \ STA: 46+41430 Ng PL STA: 4J+65.64 L / SIXTY OAK SUBDIVISION OFFSET: 77.14 L I n = w M. 4-x4' cM OFFSET: 4000 L m ' I P.B. 12, PG. 20, I.R.CO. , FL. NO IOENTIRCAPON n � RM CIEKZ L . �C �q� /,/ oum LINE OF TflAci Tt _ _ 166.66' S69'S4'00'E _ PT _ _ _ s0um LINE OF TRACT t0 _ - //§00/00/4 �5g%'iN895}A / j �'jE NORTH LINE OF TRACT 15 I STA! 4J+J0.15 NOftIX R-0.W.I TINE OF COLLEGE LANE OFFSET: 038 L VV O.ft.01294, PG. 2476. IA.CO.. R FD. NAG NAIL 'HSBS L56905' j m y I 48+00 9+00 50+00 51+00 GRAPHIC SCALE - _ 166.66' N69'64'00-W - _ T _ _ - TW AT,oO �� ENO Pao CT b m £a ¢ PT.STA: 47863 SET -P-K' NAIL/TAB PCP CARTER ASSOC 12205' 1 - l N 12004297866 SO Vm R,O.W. LIRE OF CIXIEGE UNE 1 inch = a0 166.69' S89'54'00-E _ E 812841.2544 _ _ _ _ O.R.6.1294. PG. 2375. I.R.CO., - 4xP i PT. o eLL 05 ` STA: 47+55.63 0 „ y Fry ADJACENT TO COLLEGE LANE aFFscr: 40.00 RPON A r WOO EXTENSION 8 COLLEGE LANE i mw , o _¢ INDIAN RIVER FARMS COMPANY �� I ¢ '�ig :„ YE SUBDIVISION s - P. B. 2, PG. 25, SL LUCIE CO. , / Zmo - � - � # PARCEL IDENTIFICATION NUMBER OWNER'S NAME (NOW I . R . CO. . FL. ) 8 / G61 33390500001012000002.0 INDIAN RIVER STATE COLLEGE TRACT 14 SEC. 5- 33 - 39 INDIAN RIVER FARMS COMPANY SUBDIVISION 2 33390500001015000001 .0 INDIAN RIVER STATE COLLEGE / IF P. B. 2, PG. 25, ST, LUCIE CO., 3 33390500001010000012.0 MICKY L. BALLARD 0 0 (NOW LR. CO. , FL ) _ FTRACT 75 SEC. 5- 33- 39 q 33390500001010000011 .0 1DONOVAN B. NOTTAGE {/ < In 1 SKETCH AND DESCRIPTION ' I COLLEGE LANE EXTENSIONROAD RGOFWAEMAP PC.STA 43+14.44 SET P_K NAL/ AB oB - FROM Ha R 50 cCENTER'PCP CA,R7R ASSOC 12205' T LYING WITHIN PART OF SECTION 5 AND 8, TOWNSHIP 33 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA. N 1200130.3584 E 6325^O.J415 STA: 4440{{ 444. 4 4PFM OFFSET; 40.00 fl STA3 + DFF T: 4000 LLENGTH 0.61 MILES TOM 40.OP 40 W 93.27' PC. PC .1 n fl n 0 2 mo o � RIGHT OF WAY 3 m W 3 BASELINE STATION LEFT RIGHT o, N o n '<m IP W 3 m 2 STA : 11 + 09 . 89 OFFSET: 40. 00' R STA: 4 „5.,5 0 STA : 11 + 10. 24 OFFSET: 85. 00 ' L OFFSET: 40.00 L PT. ' 40.CO' w W' 93.2Y tE PT STA 42+1515 STA : 11 + 50. 24 OFFSET: 85. 00' L BE W OFFSET: 40.00 R Pi STA 42+15.15 a STA : 13 + 75. 20 OFFSET: 70. 00' L PRM SET 'P-K• NAIL/TAB p I � 'PCP CARTER ASSOC IB205' N 1300031.0724 r GOU 8 STA: 30 + 60. 20 OFFSET: 70. 00 ' & 40. 00' L E 632540.5519 Ca �\ STA: 31 + 05. 28 OFFSET: 40 . 00' L OFFSET: 40. 00 ' R STA, 41+0962 �7 STA: 33 + 39 . 71 OFFSET: 40. 00' L OFFSET: 40. 00 ' R PRC.STA 41+0962FSET: 40.00 R I SET -P-K• NAIL/TA6 PRM INDIAN RIVER FARMS COMPANY STA: 41 + 09 . 52 OFFSET: 40. 00' L OFFSET: 40. 00' R NPCP CARTER ASSOC LB205'� SUBDIVISION E 832551A406 PRC 4o as o N 1'999262966 "°°°PRC. P.B. 2, PG. 25, ST LUCIE CO. , STA: 42 + 15 . 15 OFFSET: 40 . 00 ' L OFFSET: 40. 00' R � _ (NOW I . R . CO. , FL. ) STA: 43+ 14. 44 OFFSET: 40. 00' L OFFSET: 40. 00' R STA: 41+09.62 TRACT 15 SEC. 5- 33- 39 OFFSET: 40.00 L 1 PRN STA : 47+ 85. 63 OFFSET: 40. 00' L OFFSET: 40. 00' R I I of w 0 o I0 PREPARED BY FRANK CUCCURESE, P.S.M . , FLORIDA REGISTRATION No. 4765 CARTER ASSOCIATES, INC. LB 205 •' I © DATE : D9-239S R29, 2009 slnti�unina. /3AT)(f`L'll ACCYO/-1TA ^!ni• CY THC• SHEET ^ ^ PROD. r : 09-2395 C"TER Lid ASS CIA M IN TC. DRAWN BY: FSC .S A 7/oA� ,39 �- J`D Q ADDRESS IRCSUEV.CCMM.=2 AFAPPD. BY FRANK S CCURESE CONSULTING ENGINEERS AND LAND SURVEYORSPILENr : Flnk cNcamseVERO 6EACH, FL 32960 © BASEESSIRCSURV. FILE NAME : 092]95 P.y 1772 21St STREET.ADDREsslRcsuav cprwrt REF. A � TEL: ( 772) 562- 4191 FAX: (772) 562 - 7180 COLLEGE LANE EXTENSION RIGHT OF WAY NO. REVISION F.B. B PG. : 750.10148.