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i <br /> 'eVQ <br /> M N1ggl <br /> LEGEND <br /> No 21 ffi8 <br /> Fxp.9-30-01 R X R = Thermoplastic (Symbols) <br /> aszF _ = Thermoplastic (Bars) <br /> 01:0111111; A- <br /> WDar <br /> CRosvo aunon Mea ILGItlY MIIRRI WW 1819113 ,i <br /> 89 Armetmag Road SPRR D 10D.1 E/0 Wert Lane 60 2 �I+ <br /> 90 Nanny Lan a.TCORR 61-11.0 W/0 Cary Mame 60 2 'yIl- <br /> 91 K ttW. Lane CCTCORR 61-12.0 W/O Curry Meme 72 2 -Ft' <br /> 92 Blo„I, 15' Variable -- <br /> 93 Woodbridge Road WE D 105.1 W/O Slate Highwy 99 66 z I I Min. See Note <br /> 94 Acampo Rood Slow D 106.2 W/O State Hghwy 99 117 3 2 E. App.(16',12);ll'(E/S) E.P. E.P. <br /> 95 Nfti Road Slow D 107.2 E/O Weer Sacramento Rood 66 2 ',- <br /> B6 .bhont Road SPRR D 106.1 E/0 WWr Soamaido Road 54 <br /> �. 97 ForWI lake Road SPAR D 109.8 W/O Wer Sacrownto Rood 54 2 <br /> 0 98 Low Socranoante Road SPRR DE 105.4 W/O I. Rood 34.5 1 S. 8. Approach Only <br /> 99 Made" street SPRR DE 105.5 W/o War Soarameto nRoad 63 2 I I' (E/5); 10' (W/5) <br /> 11 100 Orange St.0 9" DE 105.55 N/0 Academy Shell 81 2 17' (S/S); 10' (N/S) }' 0� <br /> 3 0 101 Doral Road UPAR 4-102.4 N/0 50 W. Rood 66 2 I, <br /> M t02 Rood LOPRR 4-103.5 W 0 Om Rand 54 2 ` ' <br /> ArnMroa9 / (�` x t` <br /> n m 103 Hamry We LM 4-104.6 E/0 a VdW Road 54 2 / ` 1-'.- <br /> '^ Z 104 Blank <br /> n 105 Kagdon Rom Ill 4-105.2 W/O De Vries Road 48 2 <br /> I% % Wl Road UPAR 4-106.8 W/O De Vries Rand 54 2 E.P. E.P. <br /> R 1O7 Turiw Rood IIPRR 4-107.9 W/o Ray Rood 60 2 <br /> y <br /> IN W000dbrWp Rand UPRR 4-109.1 E/O TMmtm Rood fib 2 - - <br /> 109 Acampo Road INAR 4-110.1 E/O Thomton Rood 46 2 Variable 15' - <br /> 110 Pew Rad IFRR 4-111.2 E/O Thomtan Rood 54 2 See Note Min. <br /> 111 KAe Road UPRR 4-113.3 E/0 Thanla Road 81 2 le' (W/s); 9' (EIS) <br /> 112 NW Hope Ram WAR <br /> W/0 NOW6 Rem 60 2 - Note: Distance will vary depending On <br /> N113 Woobbo Rood AT✓LM 21125.7 4/0 State Ngh" 4 54 2 approach speed and sight distance. <br /> 114 Inland DAs ATWSFRR 21127.5 N/0 Slats Hghaq 4 66 2 New pavement markings shall be <br /> 115 *Ahoy Ram AT&%M 21129.2 S/0 Loar JonW Rand 51 2 8'(U. Rd.):9'(W.S Rd.) II �. placed at locations of existing <br /> Wald = 1.547.5 50 Refer to S.P. A24C and A24E - I I markings unless otherwise directed <br /> ty �, Project Tota = 6,me roT by the Engineer. <br /> `V Sq om Footage SubTotol = 3,087 3,500 ,-WAX% <br /> o_ Squom Footage Project Total = 12.416 13,370 <br /> TYPICAL RAILROAD CROSSING PAVEMENT MARKING <br /> A <br /> COUNTY ROAD OR STREET <br /> 0 <br /> OF SAN JOA UIN No scA�E PAVEMENT MARKING SCHEDULE AND TYPICAL RAILROAD CROSSING Sheet No. <br /> COUNTY <br /> Q PA MARKING PAVEMENT MARKING 5 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP RECOMMENDED TE <br /> Gadc G.efifN , -1,%,1 �i fJ <br />