Okaloosa County BOCC — July 2, 2013 — Right of way maps — reading text

LEGEND =e Mat ape tnaue 36 | 31 | aEGIN RW PROVECT , N&D = NAIL & DISK — 8 - ano Ne Nath 8 Ot a TOWNsHrp «EP, NO. 4298761 Ac * ACRE NW - NORTHWEST Ly 6 ~~ ee 4 NOR “LB 2108 G SURVEY ota ayD. «AHEAD 2,136. 50- TH LB 2108" STA. 463+00.00 N.T.S = NOT TO SCALE T re THISRW MAPISFOR BK. » BACK ; O WNs ! 23 77a NEORMATIONAL PURPOSES ONLY. " | BASELINE NeVeAsLe = NON VEHICULAR ACCESS LINE END 4°%4" CoM. HP 3 ~ y FORM ON WITH THEPUBLG B.0.S . BEGINNING OF SURVEY oR = OFFICIAL RECORD l WITH 1/2” [+Re NORTH rp RECORDS IS ADNISER AG CONF ie O.R-B. «OFFICIAL RECORD BOOK Moe BROKEN 7S Yyy LT WS . B.W.F. - BARBED WIRE FENCE \ ~ CCR CERTIFIED CORNER RECORD PK + PARKER KALON BASE INTACT @ SURVEY S.R. 47189 2,63 , . CHAIN LINK FENCE PRM : PERMANENT REFERENCE MONUMENT | STA. 470+81.115 ~ ee FND. POURED C.M. WITH a ¥ o CoLAF. (P) = PLAT ¢ SURVEY {5TH STREET 0 23°} 2% E — "OKALOOSA CO. SURVEY ” CONC. » CONCRETE ETA. 30+00.00 / , 7 ~ 31 PSM : PROFESSIONAL SURVEYOR AND MAPPER 4 ° [S) | 32 CONST. = CONSTRUCTION | in TE ~ . ra » PROPERTY LINE ~ _ / o / —\! COR. » CORNER aye — GOVERNMENT w/= ee CORP. «CORPORATION P.B. * PLAT BOOK ~Ti, LOT 2 vy /® jl. - 6 YI. 5 ‘ CENTERLINE P.C. » POINT OF CURVATURE Pa ig } ; / ° aS N Ny cc) | CALCULATED P.C.C. - POINT OF COMPOUND CURVE = |S! | CoM. » CONCRETE MONUMENT PG. «PAGE mo. wi Rr COUNTY ROAD P.t. » POINT OF INTERSECTION “i a wR. . ; GOVERNMENT be | DEGREE P.L.S, PROFESSIONAL LAND SURVEYOR ERNE @ SURVEY ISTH STREET P.0.C. « POINT ON CURVE | GOVERNMENT / (D) + DEED ; LOT 3) P.0.T. » POINT ON TANGENT Jf 0-8. * DEED 800K P.RC POINT OF REVERSE CURVE - oo : op OV oeege W. D.E. » DRAINAGE EASEMENT a 'N O1912°53" W— a 2.0.8 END OF SURVEY PRELIM. © PRELIMINARY 305.29°(C) B KE EXIST. . .2 EXISTING, .. Doo -PsTs * POINT OF TANGENCY A R E : EAST R » RADIUS /RANGE | ESMT = EASEMENT REF « REFERENCE 15‘ DRAINAGE ANO UTILITY EASEMENT] E.D-E. : EXISTING DRAINAGE EASEMENT RES. » RESIDENCE j A : CURVE DELTA ANGLE RLS + REGISTERED LAND SURVEYOR j FB » FIELD BOOK RPS » REGISTERED PROFESSIONAL SURVEYOR | | GOVERNMENT END. « FOUND RSN + REGISTERED SURVEYOR NUMBER | END. 7 [.R.&C. / a fe ; RT. = RIGHT . (F) FIELD . | ale F.P. » FINANCLAL PROJECT R/W > RIGHT OF WAY A ¢ SURVEY $.R- 4/189 / © 5 14955715" W mr c.AP. «FEDERAL *ATD PROJECT R= =W - RANGE WEST . — STA. 474+34.23= I hess se ~~ 386.78'(C) |S — fo |< F.D.0.Te + FLORIDADEPARTMENT’ OF TRANSPORTATION SEC. » SECTION / € SURVEY 14TH STREET Go) & 131.66 {8 HWY. «HIGHWAY S. «SOUTH " . STA. -30+00.00 “ ip mts ae P 175.05 ney Se ; : 2 fe |e ou s = . 1/2" 1.R.8C. : H.O.A. » HOMEOWNER’S ASSOCIATION SF. » SQUARE FEET : | ‘ e200, o ‘fad wo ‘oh vt 2) “JOHNSON PSM 4028” “ua 1.P. » IRON PIPE’ LR. : : 100. 97. g mle S.R STATE ROAD 7 s 76°53. (C) [? als Tit. 20(F) INDEX ‘ SRDRW » STATE ROAD DEPARTMENT RIGHT OF WAY > ~ oh D. 1/2" 1.R.8C. 1.R.& C. IRON ROD AND CAP iE I TE “ =~ nly Be JOHNSON PSM 4eo8” SHEET NO. DESCRIPTION 1.R. : RON ROD STA. = STATION : ioe) ~ —= oe es L + LENGTH OF CURVE T- -N ~ TOWNSHIP NORTH SS \ . R 2-3 DETAIL SHEETS/ REFERENCE LINE TABLE NUMBER TC » TANGENT TO CURVE CENTER OF SECTION y ¢ SURVEY S.R. 4/189 POINTS /TABLE OF OWNERSHIPS Ul . aa NO COR. FND. OR SET S73 STA. 483+00.00: oo LB + LICENSED BUSINESS T.0.E. » TEMPORARY DETOUR EASEMENT - " 48655 = _ LT. * LEFT T.B. » TANGENT BEARING 7 ~_S 760 co ft , : 03° ” L/A - LIMITED ACCESS T.S. » TITLE SEARCH _ l -~ 236.25 TS Bee L.0.C. » LIMITS OF CONSTRUCTION U.S. “2 UNITED STATES my cle ea "652, 95> re (ey L.S. + LICENSED SURVEYOR woos WEST = “i = J 2108" MAINT. «MAINTAINED W.B.F. » WOOD BOARD FENCE to ~ MAG » MAGNETIC x . EASTING wR —~S MISC. + MISCELLANEOUS Y = NORTHING Be <2 an {k N » NORTH , » FEET /MINUTES vile NO. = NUMBER . » INCHES /SECONDS aa fx) ; NAD + NORTH AMERICAN DATUM +f- » MORE OR LESS O ‘oe GOVERNMENT ; - END. Neo LOT 3|u ” ” 2); 74.30’ (F) SOUTH GENERAL NOTES 4 Z, Js 5,24 (6) WEST <i mI M EAST 1/4 COR. . . Tr |. ALL BEARINGS SHOWN HEREON ARE GRID BASED ON STATE PLANE COORDINATES, FLORIDA NORTH ZONE, LAMBERT ae | la GOVERNMENT |" PROJECTION, NORTH AMERICAN DATUM 1983/1999 AS DERIVED FROM STATIONS ”#57-05-A03G"" AND “U84“ | LOT 6 ZIS ALL FLORIDA STATE PLANE COORDINATES SHOWN HEREON ARE ENGLISH AND BASED ON THE SAME. Nie 2. PROPERTY BOUNDARIES DETERMINED FROM FIELD SURVEY, PLATS OF RECORD AND RECORD TITLE. GOVERNMENT 3. UNDERGROUND FOUNDATION ENCROACHMENTS, IF ANY, NOT LOCATED. LOT 7 4. ATTENTION IS DIRECTED TO THE FACT THAT THESE MAPS MAY HAVE BEEN REDUCED IN S[ZE BY REPRODUCTION. THES MUST BE CONSIDERED WHEN SCALING DATA. oo, | GOVERNMENT S$. ONLY FIXED IMPROVEMENTS PERTINENT TO THE PARCELS TO BE ACQUIRED ARE SHOWN. FIXED INTERIOR a LOT 8 ~|s IMPROVEMENTS HAVE NOT BEEN LOCATED. . 1 | 6 wae wn . . io) &. THIS RIGHT OF WAY MAP WAS PREPARED FOR THE PURPOSE OF PREPARING LEGAL LAND DESCRIPTIONS, ACQUISITION —N ~ +) © DOCUMENTS, MONUMENTATION, PROPERTY MANAGEMENT AND AS AN AID IN THE APPRAISAL OF THE RIGHT OF WAY : =]2 REQUIRED FOR TRANSPORTATION FACILITIES. THIS MAP IS NOT A SURVEY: an 12 q ee se NEw +23 7. THIS RIGHT OF WAY MAP IS SUPPORTED BY A RIGHT OF WAY CONTROL SURVEY CERTIFIED ON JUNE O7, 2012 END. 1/2" [eRe BC. N es (F) PREPARED UNDER THE RESPONSIBLE CHARGE OF STEVEN LEE ANDERSON JR., FLORIDA PROFESSIONAL SURVEYOR ILLEGIBLE 13-3)7 , AND MAPPER NO. 6746. CERTIFIED COPIES OF THIS SURVEY ARE FILED ON RECORD IN THE DISTRICT 3 ; Pe OFFICE IN CHIPLEY, FLORIDA. —$§—\ . . oo 8. ANGLES ARE 90°00’00"; UNLESS OTHERWISE SHOWN. oo 9. UNLESS OTHERWISE SHOWN, ALL DATA NOTED AS (F) HAS BEEN CALCULATED FROM A CLOSED FIELD TRAVERSE OR ee RECT FIELD MEASUREMENT. 2, ! (EL ; FIND. 5/8" 1-R-8C. rr SO 35. e) ae 1 a ° > + - S33 4" FND. 1/2" 1.P. WITH CAP ES 10. THIS RIGHT OF WAY MAP WAS PREPARED BY: oNPS Algor j ? : SOUTHEASTERN SURVEYING AND MAPPING CORP, re an 0utheastern | | ee ——~_ _ 6 an “Surv ing [130 HIGHWAY 90 . ; oo \ 5 BS ; Surveying witre Mamn S28 | — 1h KEY SHEET cone heath ai ata Ota FL Sztt0 PHONE? (850) 636-0790 7 g Northwost FL- 1130 Highway 90- Chipley, FL 32428 a THIS MAP IS NOT A SURVEY Northeast FL- 4200 Baymeadows Road Jacksonville, FI. 32217 : . : S.R. 47189 AT 14TH STREET INTERSECTION APPROVED BY . DATE ~ BY BATE ° MAPS PREPARED BY: DATA SOURCE: 4298761.ZIP RIGHT OF WAY MAP FLORIDA DEPARTMENT OF TRANSPORTATION Sy) 5. Q-\> : pretiw | TepFe | 170i F.A.P. NOw: NZA SECTION N/A | souTHeaSTERN SURVEYING FIELD BOOK 571104 * A Se i AND MAPPING CORP. SCALE: 1°300° SURVEYING AND MAPPING DISTRICT SURVEYOR FINAL | C-B.V-G+} OFC) STATE ROAD NO. 47189 OKALOOSA COUNTY . REVISION BY DATE REVISION BY DATE | CHECKED | S.L.A. | 04730713 ia . F.P. NO. 4298761 SHEET 1 OF 3 Mew Mne ~ ~ T he REFERENCE POINTS (NOT TO SCALE) —FND. POURED C.M. WITH 4” BRASS DISK STAMPED “OKALOOSA CO. SURVEY ” PISFOR ny 4 . SET "NAIL WITH qwisAit punPoses Ole “F.D.0.T. "DISK FORE AON WOE ONFInM oe S AD RECORDS Fs ACCURACY PRA NW COR. BLOCK , | J fie: 3/4” IRON PIPE 4 Siena Geena l GOVERNMENT LOT 2 Z 1D. | STA. 463+00.00 J [ € SURVEY S.R. 4/189 | 7 | ——s (BEGIN R/W PROJECT) | 5 6 | 10 LI 12 13 14 1S 16 ! 2 3 : | a 4 5 6 7 8 9 2 2 ° = ame 3 TOWN OF BAKER Nal © 3 ie | 19 | 20 | 2 P.B. 1, PG. 12 — ne ee ee ee | = Po 12 13 14 15 16 17 a ee ee eee == ~ [m) w ~~ OU y 20' R/W ! 4 6 2 AL VACATED ) 7 20° R/W = | ° | TS ALLE ACATED) uw a a © J] c , pay Zz L— y 20° R/W __- = Cuo| af ° S AL VACATED) ~ oo =o ES | Sf ° 58 3 Qn 3 NF BLOCK 22 4 - > 7 v7) mM lo a Ae| QD wz” Z Ce ? Es as 26 m BLOCK 17 wn ¢ Io 7 10 9 8 eS ~ 4 — ° 25 | 24 | 23 27 | 26 | 25 S| 31 30 29 28 | 27 26 roe 32 | 3 30 23 78 = a 9 ya uJ 2 | 2m td Zo 4 BEGIN R/W PROJECT ce 6316 FP. NO. 4298761 ° mal 10 @ SURVEY S.R. [89 x Bla STA. 463+00.00 € SURVEY S.R. 47189 i ae a | STA. 470+8).1]- i es im | G SUR ” EXIST. R/W VEY I5TH STREET ~ a 7 BEGIN R/W ACQUISITION RT STA. 30+00.00 z STA. 468+76.00 : z | 7 o Pa SIGN “CHURC f | 465 EXIST. an Pace A | | _ | a ° H °o ’ o wn 85°00'28” (F) 5 S 14°36°20” w (GRID) a Ah TFS 0 € SURVEY S.R. 4/189 MS \ F ' 16.16°(C) es S 75°23 49" £ (F) " seat sour, a Re “gee | FL 83 | S 14°36°29" ; Ww EXIST. R/W Py PRB SN L.0.C. ele +76 ° | 30" — al S 75°23'40" f./| a 5.50" (C) | r am | | sin > _ eee Cy \ 12 ""Y pe Lo a o 16 1? 18 19 20 al 22 18 pe Nowe “AND UTE 5 6 7 213 14 15 = = a) oN NX EASEMENT. 3 3 = 33 ‘ ~ eae PF NON 2S S 2 ~ ot ~ - Zz “ : 33 E BLOCK || $3 G 5 e mie | i [ [ 0’ R/W | 2 c = be Y 20° ve x” ‘ o “4 ; ~ tN i x > rq { | ALLEY Foe , > oO wo q =s 4 nC ALLEY 20° Rw / oi “ i f E j | z 5 fn |__ 0 R (VAGATED i § | j x re a { lo.a.8t 526 4 . 4 ( J an ~ ] ] | | | | ds a are DRA ace SEE SHEET | FOR REMAINDER) : I 6 (VACATED) a S O.R.B! 2953 . ; EASEMENT" a PG. 1032 wo wo : © _| : | BLOC . : OK : | K 2] a NY NY SY a . 8 nhB 2a BLOCK 18 w ~~ NS ON OOK SN MN SK 2, : 12 UI 10 ° ° 14 13 12 i lo 9 8 ’ Az Wis aN | N\ | 15 \ — 23 21 zo | 19 | |8 yrs = he =| > > SN SN. aN it 9 26 25 24 ~ ro acl ZLTII IT] 28 27 “ EM | witheacr 32 31 30 | 29 . ae i! | hier WA _ an s yenyarsen / 10 x at Surveying? | Sia] PPB : TOWN OF BAKER “ Central FL- 6500 All American Blvd.- Oflando, FL 32810 \ WASHINGTON STREET Northwest FL- 1130 Highway 90- Chipley, Ty P.B. |, PG. {2 ' - LZ! (50' R/W) Northeast FL- 4200 Baymeadows pay Th 32428 i , ft o)2'27"” — 200.00°(C) as| aymeadows Road Jacksonville, FL 32217 | | | _ |! ON 0921272 N STREET GTO 2 GOVERNMENT LOT 2 WASHINGT OR AW) PN 878" T.R.aC CK SEE SHEET ONE FOR Leceno AND ce RAL nee " NERAL NOTES. RIGHT OF WAY MAP FLORIDA DEPARTMENT OF TRANSPORTATION — ~ | — SR. 47189 AT 14TH STREET INTERSECTION SURVEYING AND MAPPING — SW f— PRELIM | T.8.F. | tiviovi2| FeAeP. NOw? NVA MAPS PREPARED BY: DATA SOURCE: 4298761715 DISTRICT SURVEYOR REV. E‘MENT WIDTH LABEW J.L.B. a FINAL [C.B.v.c.{ 04730713 SECTION NvA SOUTHEASTERN SURVEYING FIELD BOOK S7ttoq - : REVISTON ae REVISION BY DATE [CHECKED | S.L.a. | 04/30/13 | STATE ROAD NO. 4/189 OKALOOSA C TE et cone. _ we a a OUNTY | Fp, NO. 4298761 - 3 | —_—_ rn . oe oe | 22 SY 16 . | | | | in OS § “. | AB. MORRIS ADDITION 5 6 [ TOWN OF BAKER FLA. [atin . S 1493848" Wop 03g °4g~ , a TOWN OF BAKER A ps 1ass8-45~ _ oo : P.B. 1, PG. 13 “ TE iti 213.28°(D) ' "oe, a 35 NON - 21 15 40 158.36 °( a 2| P.B. 1, PG. 12 \ echt! a 6 D} a oe aa 15 oe 8 ke v) c <= iva) ts <i 8| 28 ° : ALLEY 20° R/NW ‘ us ee Lo 3 ne a (VACATED) = Ee EF cms ) BA - % zs “Roce Ps RA -or} a So L BLOCK 3 . — om 20 20 14 2 = GOVERNMENT LOT 2 @ ~ O.R.B. 2953 = 14 SN fg < “ = 3 Q PG. ,1034 a m — 7 a v 3 3 aw m cea VHS AW MRAP IS EAD or 7 ony 1 J +E qa ; hee ao —- wee > LINE| BEARING DISTANCE = Ss | Na | a " UERBCARON Mite oe SS : >< - BERGE AO ay 22 ER eG BLOC > LI |S 14°36"20" WI 10.74'(C) #4 . (SEE SHEET | FOR PARENT TRACT) | > 7 SPORES FE ADUSED 10 COUR oS K 22 4 L2 | N 80°49°50" wl 22.10°(C) 3 19 =z 13 ~ yg 2 1s ; n L3. |N 80°49'50” w| 17.087(C) | SON “NOIR ’ ° tl oc L4 | N 75°32°05" Ww] 9.75°(C) : 0.8.8. 2898 p } in 7 = Ls. [|S 09°27°46" wl 19.54°(C) a . ALLEY 20° R/W | 3 14°55" |S" uv |s ALLEY 20° R/W ~ a. 5 75°32'05" E| 8.00°(C) " (VACATED) S Rae cb {245.04'(C) m (VACATED) mh N 14°36°20" E| 6.17°(C) uw Ws\ ed T Tl i we N 75°23'40" wl 5.00'(C) us : nD GOR POM a gs8 Cen. Wye" 1.R.8c. ~ | 2 : 0 slo ma “JOHNSON PSM 4028” ” Oo N 14°36'20” E] 43.587(C) 0 ' Ns NS ° END R/W PROJECT ¥ Lio |S 14°36°20” W] 50.22°(C) 5 3 12 iH 10 2 9 3 7 6 5 F.P. NO. 4298761 mo . 3 do 4 7 3 4] 2 os ( SURVEY S.R. 4/189 GURNEY ooo 8, O-R-B. 2868 _ v 5 14°36 /20" w alu 2a STA. 48] +86.69= ° ° BEGIN B/W ACQUISITION LT. o 38.20:i0) “ls Bez G SURVEY JACKSON AVENUE S A. 4 4+53. 37 w 5 15°03'40" o + an ° + ° E 8. : Zz. T.S. 3 (108) 4.00°(C) (i085 ° | 55° EQ. R/W oa: T.S. 5(107) +54 hin 5-8 2 ful 10 SIGN we SSB 20" 185.167 (0). (cy ~ fs pr Wert po nyrty g MEST LINE OF BLOCK 4, PER PLAT 3 ~ ‘ 8 5 4 “CHURCH OF L.0.C. sicn ~~ ~~ =A 3) Pe he S145 6 "20" WY 158.34" 6c) ° 35, yen yo’ WBF 3° WBF. f 7 77 —-—~F—~f_.- 1 tft WEST LINE QF BLOCK 3, PER P| EXIST. R/W U7 CHRIST" “FIRST BAPTIST Sam SIGN IN PLANTER WALL nN Lg “20: na oe Se SE \ ¥ CHURCH OF BAKER” ae | / "CATOR CAFE” =5 P89. 73 - +18. 42 EXIST. R/W % | 29-13°(C) 183.19°(C) |184.83'(D) éb NS