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CR 419 PH II Right Of MAP BOOK PAGE I HER£11Y CERTIFY thot this Hfght-o~~y /,lop ..,. apprr,_, by tit• Sem/Mld County Board" of County CommlD/on~ on _____and n,prntNtf6 the 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~ en th• day of-~~- 2000 oM , •cortJM In OfRclol RtJcu d.!i 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 TE 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 A 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. e 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 BE: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 OE:TC17MINE1J FROM FIEl.lJ SUR'<CY, Pf.A TS OF Rff,'ORO BEGIN SURVEY STA. 17+00.00 ANO RECORD nTLE. MITCHELL HAMMOCK RD SEMINOLE CO. PROJECT NO. PS-060 (J) rH£ EXISTING RIGHT-OF-WAY LINES OF C.R. 419 OEP/C7ED HmEJN ARE BASETJ ON rHA T CERTAIN R/W MAP OF S.R. 419 (/WAD NO. 203) - PflO.ECT NO. 5436, PREPARED t• BY rH£ STA re OF FLORIDA - STA re ROAD DEPARTMENT ANO RECORDED IN ROAD PLAT END SURVEY BOOK 1, PAGES I THROUGH g, Pt/Bl.JC RECORDS OF SE:I.IINOl.c COUNTY, FL(RfDA. (4) ATTENnON IS DIREC7ED rHE FACT rHAT THIS MAP MAY HA'-£: BEEN REDUCED IN A STA. 365+65.68 ro SIZE BY REPRODI.ICnON. THIS MUST Be CONS/OERED 'l'IHEN OBTAINING SCALED DATA. (5) UNLESS 0THE:ff"1SE: SHOWN, AU DIMENSIONS AS SHOWN HA'<£: BEEN CALCULA 1ro I 20 FROM CJ.OSEI) 19 A FIELD TRA '<£:RSE: OR DIRECT FIELD MEASUffEMENT (F). I- (II) RIGHT-OF-WA r MONUMENTS ARE ro BE: SET AFTER CONSTRf.!CnON OF rH£ PRO.ECT i IS COMPLE:re UNDER SEPARA re CONTRACT. \ 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'<E:Y WAS DONE UNDER MY RESPONSIBLE CHAFIGE AND MUTS THE MINIMUM reCHNJCAl STANDARDS FOR £ANO SUR'<CrDRS AND 29 LOCA770N OF 26 25 30 MAPPERS AS SET FORrH IN CHAPTU7 61G17-6. FLORIDA ADMINISTRATT'<E: CODE. Fl.(RfDA __. PROJECT STA71/TFS~ 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<E!IBY .,, MAPS PREPARED BY ..,,_,,_, FIELD BOOK NO. S COUNTY OF SEMINOLE °""""" BY .. fflflN - .JDS P.S. K.ff.C. ....... 2-,0-n 5 liilPf a,gfr,fffS EMWEHhGplonntn "'"'""-1"1m."""1111,..,.ytn 11,., 11,s. 1116 .., IJIJ7 ENGINEERING DEPARTMENT ====================-+t:-=-=-=-=-=-=-=-=-=-=-t-=-=-=-=-=+t:-=-=-=-=-=t-=-=-=-=-=-=-=-=-=-=-=+t=-=-=-=-=-=t-=-=-=-=-~j,;;~~;t-~P.S. ~i;---t~:';---t-;:;;~-f__,...,._ D.A.W. 9-11-19 ______P_R_o_JE_c_T_N_o_._L_o_o_o_1______J p,•A/200 _,.,, EAST__ ROBfNStJN smrrr. CWLAHOO, ft(w,[)A .mr,, SCALE: N/A COVER SHEET ~ PREI..JM - •a:ic 7 RIGHT OF WAY ENGINEERING SECTION .,...,, P.S. ,u,,. D.A.W. 5--5-00 COUNTY ROAD NO. 419 - PHASE II Rf:"5/0H BY BY "'" P.S. ,..... D,AW. e-22-00 SEMINOLE COUNTY. FLORIDA SHrrT 1 OF 6 C.R. 419 WIDENING FROM ± WEST LINE OF #TOWNS/TE OF NORTl-1 CHULUOTA # TO 77-IE W. LINE OF SECnON 20-21-32 . 13&1 - I -o:). - ----- -----:.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 lJE USED IN THE PR£PARA "°"' OF RIGHT-OF-WAY MAPS.
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