MAP BOOK PAGE

I HER£11Y CERTIFY thot this Hfght-~~y /,lop ..,. apprr,_, by tit• Sem/Mld County Board" of County CommlD/on~ on _____and n,prntNtf6 ulstlng and prr,p~ rlaht-of-woy of County_ Road , '1,11. Dhon 2. to thtJ .wrlflflt llliown htlf'eOfl. 111• rlilht-of-way_ k/t,nf/tfft/ In th11 rnolutlon Qf Nece6~ty adept«/ !y thrt Stlmlnolt1 Cf)l,Jflfy Boord of County Commlsskxi~ th• day of-~~- 2000 oM , •cortJM In OfRclol RtJcu d.! 8CHN( __----,_ Pag• ___ ol fhtl Pvbtlc R~ Of Stlmlnoit, Cocmt)l Aorlda.

CHA/1?1,/AN OF rH£ 80Aff0

INDEX A77EST:

SHEET NO. SHEET DESCRIPTION CLE17K OF rH£ BOARD 1 ...... COVER SHEET 2 ...... CONTROL SURVEY CER77FICA OF CLERK 3-5 ...... RIGHT-OF-WAY MAP I HFREBY COmFY I/lat I ,_,_ Ill~ rlght-o~way mop In accordrmco with Ille provfslons of Section 177. IJ/ 6 ...... BASELINE OF SURVEY POINT REFERENCES & Florida Statutes on this __ day of ____ 2000. TABLE OF OWNERSHIP

CLERK OF rHE CIRCUIT COURT IN AND FOR SEMINOLE: COUNTY FLORIDA. LEGEND:

0 - FOi.iND IRON Pl~ (II - SET IRON BAR .t CAP LB :1556 rn - FOi/NO CONCRE:re MONUMENT DcSC. = DESCIIIPnON .6. - CENTRAL ANCLE R - RADIUS LENGrH L - ARC LENGrH C - CHORD LENGrH CB - CHORD BEARING AG - ACIIE:S C.R. - COUNTY ROAD OHT - O\,f;I' HEAD TE:LEPHONE: R/W - RIGHT-OF-WA Y UNE FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION SEC - SE:CnON P08 - PD/NT OF BEGINNING POC - PD/NT OF COMMENCEMENT PT - PD/NT OF TANGENCY O.R.8. - OFFICIAL RcCORDS BOOK PG. = PAGE DB -Nm BOOK COUNTY ROAD 419 PHASE II FND = FOi.iND CM - GONCRE:re ltlONI.IME:NT # /R.te - IRON ROO ANO CAP IP - IRON PIPE 1B - 5,al" X 18" IRON BAR PlS - PROffSSIONAL LAND SlHi'l£l'tl\' RIGHT-OF-WAY MAP & CONTROL SURVEY (D) - DEED DA TA (J~ - CALCULATED DATA (, - FIELD DA TA (I') - Pf.AT DATA G.G.R. - CERnFIED CORNm RECORD FROM± WEST LINE OF "TOWNS/TE NORTH CHULUOTA" TO THE WEST LINE OF SECTION 20-21-32 -BASEIJNE L. - CENTERLINE . - TDIINSHIP RNG. = RANGE 11.B. = MAP BOOK P.G. - POINT OF CVRVA nJR£ P.aT. - POINT ON TANGENT P.ac. - POINT ON A CUR'-£: #! - PROPERTY LINE w w RT. - RIGHT 11 _,.. RIVER LT. - LEFT GENEVA O!!IVE 12 "' l'l S.F. - SQUARE FITT 7 STA. - STAnON "' "' a P.I. - PD/NT OF IN~TION !a! I I EXIST. - EXISnNG m.J V> V> P.B. PLAT BOOK --NN -0- - POIICR PO/.E ,_ ,_ 11'---it----« - FENCE f-- • GVY WIRE P.B. - CONCRE:re

1e CFNfflAINQla: 17 14 1J (I} PRO.CCT :ARfNGS SHOWN HffiEON ARE REU, nl£ ro AN ASSUMrn OA nM BASED P.C. STA. 450+00.00 ON rH£ CENTERI.INE OF COUNTY ROAD NO. 419 (Bf rt;ffl,/ STA. 17+()() AND STA. P.C. STA. 50+00.00 5o+OO), AS PER SEM/Not.£ COUNTY RIGHT-OF-WA r MAP COUNTY, fflO.ECT NO. PS-060. SEMINOLE CO. PROJECT NO. PS-060 BEING NOflrH 7JTH'.JO" IIESI: STA. 417+00.00 • (2) PROPmTY BOUNDARIES l£RE :TC17MINE1J FROM FIEl.lJ SUR'

RfQfT: ££-WA r SLfl'IO'. CERTTBCA TIQN; BEGIN " SURVEY i HEREBY CEffnFY rHIS RIGHT-OF-WA r .5VRlf'Y. CONSISTING OF SHEcTS 1 71-/ROUGH 6. FOR P. T. STA 323+89.24 rHE SPECIFIC PURPOSE: OF SURl£YING, RlttRfNC/NG, DESCR/8/NG AND MAPPING rH£ ff!GHT­ OF-WA r CORRIDOR AND ADJOINING PROPERTY FOR rHE TRANSPORTA nON FACILITY SHOWN ANO omcm, HEREON AND rHA T SAID SUR'

LOCATION MAP

DA lfD A. WHITE, P.S.M. FLORIDA REGISTRATION NO. 40# IWOITSSJONAL ENGINEET?ING CONSULTANTS. INC. c:umFICA re OF AUTHORIZATION NO. LB-:1556

APPROVED 9'f SUBMITTAL M,OIN SY CHm

------:.11cJ ~24.B, · ,o WN5HIP

LINE TABLE LINE, BEARING DISTANCE L-1 N/J8 '53'19 •w 2.58· fCJ L-Z N891!i°20E 2.07 (CJ

DETAIL NOT TO SCALE ~...... ,;:: u,Z."' ~i

0 0 0/MENSIONffJ REMAINDERG FOR PARm. 800 C. ABBREV/A TIT) PARENT TRACT z. NOT PLATTED --\ Q_ (TRUSTEE's OITD) -<. --\ (O.R.B. 3619, PG. 109/J) -<. a 'I a <. 325 330 335 340 345 355 360 "'Cl 370 NW. CORNER 148.58' C a 2.J.J4.98' (C) (O.R.B. 3619, PG. 109/J) f SIJR',FY C. R. 419 N73'04'JO W ~ ~ ~ "ND fl SURVEY C.R. 419 PHASE II Cl) ,_ 5.19 STA. 365+65.68 \J') ___ ,i-~J60 1 BEGIN ~ SURVEY C.R. 419 PHASE II ~ ~ s£C. ~___,.w = BEGIN fi. SURVEY C.R. 419 PHASE I "'z. PT. STA. 323+89.24 g -, ',N~, ~• 2554.oJ 0 sotl~::.--- :5 s89161 ' ~ "'0 a C. 'Z --\ Ii. SURVEY CURVE DATA -<. P.I. STA. 320+38.34 .6.=-21i8'02• R=1910.08' PROJECT COORDINA TE VALUES STA TE PLANE COORO/NA TE VALUES D=03Vo'oo· POINT /DEN nncA TlON NORTHING EASTlNG L=710.10' NORTHING EASTlNG SCALE FACTOR 7' 359.20' NW COR SEC 20-21-32 52,f.25.393 52724.67(} 1571280.753 609137.003 .9999,f.371 N 1/4 COR SEC 20-21-32 52-f.59. 35/J 55367. 210 1571.J10.904 P.C. STA. 316+79.14 611779.#1 .99994341 NE COR SEC 20-21-32 15713•H056 P. T. STA. 323+89.24 52,f.9.J.3()7 58009.749 614421.878 .99994.J/2 E 1/4 COR SEC 20-21-32 ,f.9835. 534 58037.294 156868.J.39,f. 614445.595 .99994312 SE COR SEC 20-21-32 47176.639 58082.211 1566024.587 614486.683 .99994311 S 1/4 COR SEC 20-21-32 47141.751 55417.688 156599.J. 536 611822.262 .99994.JW SW COR SEC 20-21-32 47108.707 52750.461 1565964. 333 609155. 140 .99994.J70 W 1/4 COR SEC 20-2i-.J2 49768.049 52738.621 156862.J.540 609147.129 .999943n

Mkf):tws NQ°TFS;

(I) PfW.£CT 8£ARffVGS SHO'lfN -ON ARF trflA rn£ Ill AN ASSINETJ DA 71/1,/ BASED ON THE CENTfflUNE OF COUNTY ROAD ND. 419 (IJ£TttEEN STA. 17+00 AND STA. 2 50+00), AS ~ SOHNOlE COUNTY RfflHT-OF-WA Y MAP. COUNTY PRO.ECT NO. P5-0t50. ,5EC- 76()- BEING NORTH 73'r:H'.Jo" ME"ST. •• 2642· (2) THE STA TE PI.ANE COOROINA TE VALUES FOR THE P.C.P. 's AND fRAC"ONAl LAND CORNERS 0£UNEA TEO HEREON ARE REI.A "',F TO THE R.OR/DA STA TE Pt.ANE COORlJINA TE srsm,,, EAST ZONE N.A.D. 1118.J, N.G.S. AD.llS7MEl'/T OF 1990, AND CON117Ql UlfY CCRTIF1CA 11QN: ARE HEFERENCED TO THE SEM/Na.E COUNTY HOR/ZONTAL CONTRa NETWORK US/NC THIS 5VRl£Y WAS PERFORMEO FOR THE f'UfrF'OSl. OF ESTABUSHINC A BASEl.llVE°. LOCA TTNC PUBI..ISHEO VALl/£.5' FOR C.P.S. CONTROL POINTS "021,f.-TAINT" AND "o215-PARTIN~ EXIS"NG MO/VIJMENTA "ON AND Pl.ACING ADDmONAL MO!VUMEIVTS ltHERE REOUIRED. SAID All COORDINATE VALUE.5' SHO'lfN CORRESPOND MTH THE /J.S. 51/R',FY FOOT. DA TA Ill USED IN THE PR£PARA "°"' OF RIGHT-OF-WAY MAPS. (3) SE£ SHEET I FOR CENERAL NO TES AND LEGEND.

? HfflEBY CET?TIFY THAT ID THE BEST OF MY KNOIII.ED6F AND BEl.lU THIS DRAlt/NC, CONSISTING OF SHE

AF'PROVED BY SV9MTTAL OESJGNrn BY QRAIIN BY CH£CICfD BY DATE FJELD BOOK NO. 'S COUNTY OF SEMINOLE PflCLlM - JQS P.S. K.R.C D.A.W. 2-10-ft BH, 815, B16 .t: 887 ENGINEERING DEPARTMENT PREUM - fJO% P.S. J.t..111. D.AIK 6-18-99 SCALE: 1•-200• CONTROL SURVEY FINAL - lo. P.S. .I.LAI. D.A.W. ,,..._.. RIGHT OF WAY ENGINEERING SECTION CH£CI( - ,oc. ~IA:S,CJN DA1f: RflfS/ffi DA1f: P.S. J.LAI. D.Alf.. ll-22-00 SHEET OF BY BY F1HAL 100. 2 6

C.R. 419 WIDENING FROM ± ~ST LINE OF ·ToW!VSITE OF NORTH CHULUOTA # TO THE W. LINE OF SECTION 20-21-32 . SECnON 20 TOWNSHIP 21 SOUTH, RANGE 32 EAST NOT PLATTED (711USTEE'S DEED) (0.R.8. J619, PG. 1090)

K 11 13 gLOC 14 TOWNS/TE OF NOT PLATTED NOT PLATTED NORTH CHULUOT. WAfll?ANTY ocm {OR.8. J244, PG.l/82) (T11USTEE'S DEED) {P.B. 2, PGS. 54-58) {O.R.B. J619, PG. 1090) R=1859.81' (CJ .t:F00'22'19• (c) L-12.08' (C) C-12.08' (C) BEGIN fl. SURVEY C8=N72'5J'20"W C.R. 419 - PHASE II STA. 322+59.37 ~ _...... -- P. T. STA. 323+89.24 = STA. 4+01. 42 ,1 EXISTTNG 11/11' UNE \ J:J6.00' (C) 1042. 95• (c) f! SURVEY CHULUOTA BYPASS \ \ \ ,o \ II \ S7J'()4':JO"E 1J78.95' (C) \ \ \ \ --- 9 \ ·o \ ------325--'- - -- - 326- 7___ _,__ '27__ -- J2-B__ -- 329__ _ . -- _330 __ - -- -331------332-- ~\ \ \ '\ --- c---1..--- ~~ B -;- \ ------ASPHALT ...., \ 7 I \ \ N73'04'30"W ------\ JJ1+72.18 JJJ+5l/.17 S7JV4':JO"E l:J90. 60' (CJ 49. 7J' {C) .0- 49.7J' (C .0- J47.96' (C) 207.JO' (C) I 99' (C) J68.52' (C) EXISTING R/W LINE ll. 5.5:J' DEED OVV?LAP i gLocK 1 14 NOT PLATTED WARRANTY DEED 15 NOT PLATTED JJ2+0:J. 07 ,-, JJJ+IJ.02 (O.R.B. J52J. PG. 1608) 80.7J' (C) 17 NOT PLATTED WARRANTY DEED 94.72' (C} (O.R.8. :J52J, PG. 1608) TOWNS/TE 01/- NORTH CHULUOTA WARflANTY DEED (O.R.8. 2072, PG.1087) 2, PGS. 54-58) (P. NOT PLATTED WARRANTY DEED (OR.8. 156, PG. J07) NOT PLATTED WARRANTY OEED (O.R. 8. JJ~ PC. 115)

6.87' lJEElJ OVERLAP

~ I fl. CURVE OA TA P.I. STA. 320+38.34 L:,.-21i8'o2• R-1910.08' 0=03Vo'oo· L=710.10' r 359.20' P.C. STA. 316+79.14 P. T. STA. 323+89.24

NOTFS: 1. SEE S1EcT 1 FIJI? GCMRAL NOTCS AND LECEND.

APfflOVEJJ BY SUNTTAL OCSIGNcO . DRAWN 8~ OIECKID B'f." DAJE" MAPS PREPARED 8Y COUNTY OF SEMINOLE 1114, 1115, 8111 .t B87 l--======-.!-1----_-_-_-_-_-_-_-_-....:-_1--=---_-....:-=.1--_--::..::-_-_-__jt.-----=-----=-----=-=.--1-t_::-:-_-_-:-_tt-_-_--.::::-_-_-...ji-'.-'.""""':::::_:.._-="""::...+-__.:..:"·s.~+....:"""::::.....--+--=O,.:;_W-4_:2-:....:!::...0--.::I ..~ PROJECT NO. L0-001 P,,_#t,J&li,f Fmll-E""""'"'-flflgfnHrtl -·-plonnflf?J ...... i,vrw,,..,... ,.,.,,. ""' RIGHT OF WAY MAP ENGINEERING DEPARTMENT PRfi.111 - _., f'.S. J.LII. O.A.W. lf-tll-11 1------1 200 EAST ROIJfN$CIN STREIT, Olft.NIDO,. FLORIDA 3lt101 SCALE: 1•~50• RIGHT OF WAY ENGINEERING SECTION fflAI. - ... P.£

SECTION 20 TOWNSHIP 21 SOUTH, RANGE 32 EAST

snvo'Dll"w J4B+J5.18 15.00' (C) 286.90' (C) J46+22.9J N17'50'54"W 27/J.24' (C JJ.09' (C) J46+54.05 S17'50'54"E 22.55' (C) '259. lJ' (C) N7J'r/4'JO"W__!_95.15' {C) ) N7J'rl4'JO"W .,, 50.81' (C) J4B+35.78 J47+04.86 259.73' {C) 259.7.J' (c)

(TT?USIIT'S DmJ) (0.11.8. J619, PG. 1090)

SEr SHEEr 2 OF 6 FOIi OfMENSIONE:D IIDIAIMJE17 OF A881i'E'lfA rm PAl/fflT TRACr J42+20.00 NOT PLATTED 135.81' (C) WA1111ANTY DmJ ® (0.11,8. J406, PC. 1022) WA TER RETENTlON AREA NOT PLATTED f'OlMANENT SU/ EASEMENr

(TT?USTf'E'S DEED) NOT PLATTED (0./1,8. 3619, PG. 1090)

JJB+JG.01 J42+2G.OO 59.92' (C) 59.92' (C) NW. CORNr/1 N7J'r/4'JO"W .JlJ9.99:..fE} ____ _ (0.11.B. J619, PG. ------EX/S'TTN(; 11/11' UNE /27.2J' (C) 1042. 95' (C) S16'55'JO"W 9.65' (C) J89.99' C 9.65' (c) 840.21' (C) SlJ'r/4'.JO"f' 2465.55' (C) _f_!:fP-E. Ml?EFfNCE S73'r/4'JO"E 1J78.95' (C) J50+60.22 JB+JG.01 J42+2D.OO 50.27' {C) ~ SG.27' (C) 50.27' (C) _ _ _J_40______,337 __ 338- - -- _339_ -- _341__ -- -- _342__ -- -- _343_ -- ~45 -- _346_ _ -- _34~-- -- _ __348__ -- ---349_ - -- _JS_""'O'----­ ___351_ -;-" ,.,SPHAL r ASPHALT N73"04'.J0iY f SVR1£Y C. R. 41 --S:.-k' ~ Oi ,._ S7J'r/4'JO"E 1J90.60' (C) SlJ'r/4'.JO"F 2119.89' (C) J6B.52' (CJ 72.96' (C) 2037. 46' {C) NOT PLATTED EXISTING 11/11' LINE WA/1/IANTY DITO (G./1.B. J52J, PG. 1608

NOT PLATTED WAl1/1ANTY DEED (0.11.B. JJOJ, PG. 115) NOT PLATTED

------

------NO=: -- -- I. SEr SHEET I FOIi ~AL NOTES AND IEG'f'NO.

li.PPRO'lrn BY ,,,.,,_..,SUfJMllrAL __ DESIGNED BY: DRA\W B'I-': CHECKffi 8r. o,rc MAPS PREPARE() BY COUNTY OF SEMINOLE P.S. .,,... 614. 815, 816 & tm7 I ~' dnglnncrra plormflnJ 8!.lfW_,..,,.. """ PROJECT NO. L0-001 ... FN&£SSU.- !IID D.'.i& _,_..., ENGINEERING DEPARTMENT t------~======;t=====t=====~t======:::;t=====t=====:.i-j....'.:'.~..::....:'~-~_jf-.:::.-f-~-~,,_:..'.'.,P.S. SL"- D.A.W. ..'.:..~ Cl SCALE: , •.,50• RIGHT OF WAY MAP 1------1-----4---L------!---..J..---J--:::::--::-:='--t----::-:::---t--:c~+-=---t---:-'-:-"-..,.""™' -- ..:-i------2'00 E,.,ST R08HSON smrrr. Offt.ANOO, Fl.QRtOA .12801 RIGHT OF WAY ENGINEERING SECTION FrHN.. - 9ml' P.S. J.LM. 0.A.lt: •-•-oo COUNTY ROAD NO. 419 - PHASE II REVISION BY IMTC BY CH£a( - ,ao. SHITT 4 OF' 6 ''"" "'"' P.S. .J.LII. D.A..W. •-n-00 SEMINOLE COUNTY FLORIDA DETAIL SHEET C.R. 419 HfDENING FROM ± WEST LINE OF »TOWNS/TE OF NORTH CHULUOTA # TO THE W. LINE OF SECTION 20-21-32 . 13~\-4- ci.l s. w. COR/Vffl SEC. 20-21-.J2 ~ FOUND 4'x4' C.M. OOUDNE'I' ,t, ASSDCIA TE:S SECTION 20 L.B. , 220 TOWNSHIP 21 SOUTH, RANGE 32 EAST

---- UN-RECORDED PLA T OF LAKE EVA ESTA TES ------(SUBDl'v7SION NO. 5UU ------LOT 7 ---- (WARRANTY DEED) ---- (D.R.B. IJI/J, PC. 741I (O.R.8. 1287, PG. 1875} \ \ NOT PLATTED NOT PLATTED (WARRANTY DEED) (WARRANTY OEEO) NOT PLATTED (0.R.B. /JJI, PC. 7J9) (WARRANTY OffD) (O.R.B. 2952, PC. .J.5} (O.R.B. J297, PC. 1507) £)(/STING R/11' UNE \ (CHULUOTA RO.) (P) J61+59.18 280.57' C CHULUO TA ROAD (50' R/W)(P) 52.78' (C) (P.B. 6, PGS. 76-77) L-15 102.811' (C) N76'J9'57•w 127.2.J' (C) EXISTING R/11' LIN£ (C.R. 419} (NOT IN USE) .Yfc)~ 600.51' C 255.15' (C} 72.H' C 29.51'-- (C) . ~ x-----K'----i<- S7J'04'.JO'E Jl6.J6' (C) ---1( ~--,r--,r-----1(---K·-----I( ---1( EXISITNG R/11' LINE );:.' ~ -if ~ '--4• HOG 'MRE FENCE J61+5f-J1 57~ J65+50.IO S7J'04 '.JO'E --1 2465. 55' (C} 50.27 (C} TA J6o-,7 ; (C) 50.27' C (C.R. 419) "'- 5 1-,. 5 _353_ 355 '56-.,. -- 35_7__ 358 -361__,,-5 ~ _362 _ 363 _354_ 365 -- -366------i,--- :Ji \L ------359- - -- ;?"' Sl ASPHALT ASPHALT

f SUR~Y C. R. 41 ---- DlltT O,.,',£ .158+J7. II S7J'04'Jo"E 661.56' (C) 4' STRANO BARB 'MRE FENCE--...... 49.7.J' (C) S7J'04'JO"E 2119.89' (CJ 287.2J' (C) ~~ 20J7. 46' (C) 69.JJ' (C) 96.00' (C} 114.48' (C 172.75' (C} J62+9J.87 EXISITNG R/11' LINE (C.R. 419) 2.65' (C) J65+81.IO EXISTING R/11' LINE I HIATUS 49.7J' (C) 49.7.J' (C) {C.R. -,19) J62+9J.87 81.00' (C NOT PLATTED ENO Q SURVEY C.R. 419 PHASE II NOT PLATTED NOT PLATTED (R. T.C. SPECIAL WAlmANTY DEED) STA. 365+65.68 (O.R.8. 2995, PG. IJ6) NOT PLATTED = BEGIN fl. SURVEY C.R. PHASE I (WARRANTY DEED) (0.R.B. 2609, PC. TJB7) NOT PLATTED (WARRANTY OffD) (O.R.B. J094, PG. JIJ) -- \ I ------\ \ ) ,,. Cl TY OF OVIEDO ./ SEMINOLE COUNTY ,- ~ --I

EXISTING R/11' LINE (C.R. 419) J6o+Ol.97 .J.59+92.15 49.7J C VI 52.86 C S7JTJ4'JO"E VI,,. ,,. 45.86 C 69.JJ' (C) ):- ):- LINE TABLE z,,. z,,. LIN£# BEARING DISTANCE ):- ): L-1 58976'/J'W 0.16' L-J L-2 N16'55'30"'E 18.27' S7J'04 'JO'E ~ L-J 20.58' 60+27.25 o+47.8J i L-4 N89 'J8'16 "E 18.87' 68.00 C) 68.00 C) L-5 N00'21 '42'W 24,95' L-lf N89"JB 16'E 10.15' o+09.2J L-7 S00'2142 'E 24.89' J.51 C D) L-lJ 58976 IJ'W 1a15• G 160 L -:,, N89'JB16 < 6.00' J42J, p . L-w S00'21 '42"E 24.85' (O-R-~- L-ff S8976'1J'W li.00' L-lz N16"55'Ja•E JT.27' L-IJ S7J'04'.JO'E .16.00' L-•• Sl6'55JO"W Jl.27' L-15 58976'1.J"W 8.26'

T. C.E. 702, 703 & 704 DETAIL SCALE: 1"' .- 20'

NOTES: I. SE< SHEET I FOR =AL NOTcS ANO L£GCNO.

APPROVED BY SVIMTTAL DESICHED BY: OIMIW BY: CHECKED 81'! "'"' MAPS PREPARED 8Y COUNTY OF SEMINOLE Pf!rull - JOI< P.S. /MW 814, 1115, 1116 A- 887 P'S..., •u1Tri--. pJor,r,,_ .,""9Jlll'W ,,,.,,.,_ """ _'_P.'...:R~O:_:J:E_::C:_T~N~O:::::_._:L~0:___:0:_:0:_:1______J ...,_,,.,, FWQ-ESSOHAL "., wmc°"'-ANDO, .:a,.ur.wr,,; FL.ORKM""' RIGHT OF WAY MAP ENGINEERING DEPARTMENT l--:======Jt.======j_t.====t:====-:::t.=-=-======t=====rt.====tj--;~~;f-~:--r.~-f~~r,:z-:;;10-=;n;-i.... P.S. J.LIII. D.A.W, a-11-n _____ 200 £,',ST ROBINStW SrRffT, .UM!' SCALE: t •-=so• FJNAL - pcm- P.S. ~LI< 0.A.ll ...... oo COUNTY ROAD NO. 419 - PHASE II RIGHT OF WAY ENGINEERING SECTION DAT< MWSIOH OY DAT!' RC>fSION BY DAT< SHEET 5 OF 6 P.S. J.L"- D.A.11( •-•z-oo SEMINOLE COUNTY. FLORIDA DETAIL SHEET C.R. 419 WIDENING FROM± J-jf'ST LINE OF *TOWNS/TE OF NORTH CHULUOTA" TO THE W. LINE OF SECTION 20-21-32. \'!:,~ - '5 -co I

SET IF/ON BAR W,A:'AP SET fFl(Jf( BAR W,/1:AP 1 1117/VESS LB. / J556 MT/VESS LB. / .J556 SET HrON BAFI W,/1:AP MT/VESS LB. / 3556

SET IF/ON BAFI W,A:'AP SET IF/ON BAR W/t'AP MT/VESS LB. / 3556 ·SET IF/ON BAFI W/t'AP /MT/VESS LB. / J556 N>..r,.,. ,II MT/VESS LB. / .J556 .....,..:ro ~ suR~r -,,.. .,1 C'R, ~,.9~ --6 ,ol FOIJM] NAIi. _. OISK ,-.. LB. / 3556

SET !RON BAFI W.~/:::;, ,=t,. /MT/VESS LB. / .J5 ;;/ q,._ SET NAIL _. DISK LB. I 3556 II! SET IRON BAR W/t:AP SET IF/ON BAFI W,A:'AP ., 'MT/VESS LB. I .J556 1117/VESS LB. / 3556 Ii/ SET IF/ON BAR W/t'AP MT/VESS LB. / 3556 SET IF/ON BAFI W/t'AP 1117/VESS LB. / 3556

SET IF/ON BAFI W,11:'AP SET IF/ON BAFI W,A:'AP 'MT/VESS LB. / 3556 MT/VESS LB. / .J556

P. T. STA. 323+89.24 P.O. T. STA. 337+00.00 BEGIN Ii SURVEY P.O. T. STA. 350+00.00 STA. 363+00. 00

BASELINE OF SURVEY COORDINATES SET IF/ON BAR W.lt:AP PROJECT COORDINATE VALUES STA TE PLANE COORD/NA TE VALUES , 1MTIVESS LB. / J556 POINT IDENTTACA TTON ~Q (STATTON) NOR n-llNG EASTTNG NORTHING EASTTNG SCALE FACTOR ..... SET IF/ON BAR WA-AP , /MT/VESS LB. / :1556 BEGIN I SURVEY 48700.780 567.JJ.JBB 1567550. 583 6TJ140.1JI 0. 99994325 P. T. STA. 323+89.24 i SET NAIL .t DISK , -.___ LB. / 3556 P.O. T. STA. 337+00.00 49082. .168 55479.401 15879.JJ.975 611886.695 0.99994340 25,,,.s•27 ., , N>..rt;1~. SET HrON BAR W/CAP ~ ~ S{/R Jo.,,, MT/VESS LB. / 3556 '&-,. ~r C' P.O. T. STA. 35o+OO.OO 49460.824 54235.709 1588314.221 610643.548 0.99994354 J -',. ·R. ~,.9 ENO i SURVEY 49916.625 52737.841 15687n.6(},(. 609146.9(},(. 0.99994368 SET IF/ON BAR W/t'AP STA. .165+65. 68 M TIVESS LB. / J556

P.O. T. STA. 365+65.68 END f! SURVEY

TABLE OF OWNERSHIPS PARCEL SHEET REMAINDERS NAME AREA ~KENt--L-~-TT--~---T----, COMMENTS REVISION BLOCK NO. NO. ccr RIGH RECORDING DATA rrr or UA,r 71?USTEE'S DEED 800 A LIVE OAK RESERVE, LTD. J.877 AC. WATER RE7ENT10N AREA OFRC/AL RECORDS BOOK 3619, PAGE 1090

800 B LIVE OAK RESER , L TD. PERMANENT St.OPE EASEMENT 71?USTEE'S DEED .J, 763 S.F. OFRCIAL RECORDS BOOK 3619, PAGE 1090

WARRANTY DEED 702 5 VIOLET BEST HUDSON 149 S.F. TEMPORARY CONS71?UCT10N EASEMENT OFRC/AL RECORDS BOOK 147, PAGE 145

WARRANTY DEED 703 5 NANCY S. KEOLA 253 S.F. TEMPORARY CONS71?UCT10N EASEMENT omctAL RECORDS BOOK 1716, PAGE 292

704 5 ESTA TE OF RANDY LA VERNE SIMMONS. TROY EUGENE SIMMONS, ET. AL. 844 S.F. PERSONAL REPRESENTA TTVE DEED TEMPORARY CONSTRUCTTON EASEMENT OFACIAL RECORDS BOOK 3423 PAGE 1600 WARRANTY DEED 705 5 BRUCE L. n-lOMPSON, Sr. 1,126 S.F. TEMPORARY CONSTRUCTTON EASEMENT OFACIAL RECORDS BOOK 2682. PACE 331 AND OFACIAL RECORDS BOOK 3094. PAGE 313

LEGEND PARCEL NUMBER TYPE USE /DEN llFICA llON 100-699 DEEDS OF ALL TYPES 700-799 TEMPORARY EASEMENTS 800-899 PERPETUAL EASEMENTS 900-999 LICENSE AGREEMENT

NOTE: AC'. - AGl'!E" s.F. - Square root

APPROVE:D BY t1£SIGH£D BY OR,ON BY CHECKrn BY MAPS PREPARED BY FJtW /WOK ,.v. ~ COUNTY OF SEMINOLE ruBIIITTAL ""'" P.S K.R.C. 2-10-fW PROJECT NO. L0-001 p,•c i'ltt#E351Ufal .,,..,wmc aMU.T.W!S l#C. 111•. 815, 816 ... 887 BASELINE OF SURVEY l'flflJI,/ - - & 1 -,91r,..,.. plannfff 11Un,w,,-. P.S. J.LII. °'''"'D.A.W. 1-71-119 ROBffffl1N ENGINEERING DEPARTMENT _,_., _ - 1------t 1CCJ U.ST SJMTI, Ol'L,4NOO, RORIDA .lftlffl' SCA.LE: N. T.5 ~------t---lL---l------l---l------t~~1.~--t-:;;:;-1-;;:.:;;:i--.=;=;;;;-iF'/NAL - IIOJI P.S. ~~M. D.AW. COUNTY ROAD NO. 419 - PHASE II RIGHT OF WAY ENGINEERING SECTION M!F • 5-ao POINT REFERENCES RClfSIQN OY R£\'ISIQN BY SHITT 6 OF 6 ""'" ""'" ..nfP!, -.2.~ P.S. J.t..M. D.AW. <-22 ao SEMINOLE COUNTY, FLORIDA C.R. 419 WIDENING FROM ± ~ST LINE OF .TOWNSITE OF NORTH CHULUOTA • TO THE W. LINE OF SECnON 20-21-32 .