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Refer to <br />Shld. Details <br />Const. <br />I <br />• Limits of Clearing and Grubbin <br />12' <br />12' <br />24' Pavement Reinforcina Fabric <br />Var. <br />-------------+------- ------ <br />Existing Roadway <br />0.17' Asphalt Concrete Overlay <br />Refer to Sheet 3 & 4 for <br />Transition Areas <br />GOLDEN GATE AVENUE <br />LEGEND Sta.10+00 to Sta.43+64 <br />• Limits of Mailbox Relocation <br />• Limits of Clearing and Grubbing <br />6' 1 4'* 1 12' <br />0.17' A.0 <br />--- —__ <br />Conform Shoulder Backing_ _ <br />(Variable Depth) <br />0.17' A.C. <br />* Pave shoulder & traveled way <br />to match superelevation slope. <br />4 <br />SHOULDER DETAIL <br />Sta.26+50 to Sta.31 +00 (Lt.) <br />COUNTY <br />DRAWN BY DATE <br />J.C. White 10/1/92 <br />OF SAN <br />PROJECT ENGJIOEER <br />Const. <br />JOAQUIN <br />DATE CHECKED <br />r6m "P <br />Refer to <br />Shld. Details <br />x <br />r. 1411;S <br />is <br />No 21258 <br />EXP 43a9a <br />C <br />Const, <br />uF C j%L%! <br />Const. <br />Const. <br />K • Limits of Clearing and Grubbing <br />12' 4' <br />0.08' A.C. <br />V— a —r.� <br />Var. <br />_ VOr.� <br />0.17' A.C. Shoulder Backing Conform <br />(Variable Depth) <br />SHOULDER DETAIL <br />Sta.14+44 <br />to <br />Sta.22+65 <br />Lt. & Rt.) <br />Sta.22+65 <br />to <br />Sta.26+50 <br />Lt.) <br />Sta.28+45 <br />to <br />Sta.32+28 <br />Rt.) <br />Sta.31 +00 <br />to <br />Sta.32+28 <br />Lt.) <br />Sta.35+16 <br />to <br />Sta.38+30 <br />Rt.) <br />Sta.35+37 <br />to <br />Sta.38+30 <br />Lt.) <br />Sta.39+05 <br />to <br />Sta.43+64 <br />Lt. & Rt.) <br />SCALE: None <br />TYP I CAL <br />SECTIO <br />DATE I SUBMITTED <br />I <br />DATE I 'f w <br />DESIGN DESIGNATION <br />10 Year (2002) <br />A.D.T.=2,500 T<2% <br />D.H.V.=250 V.=55 M.P.H. <br />D.=50% <br />• Limits of Clearing and Grubbing <br />12' 4' Wide 2, <br />A.C. <br />Planing <br />0.17' A.C. �-- Conform <br />V_ar. V -a Exist. E. P. <br />----------___ <br />SHOULDER DETAIL <br />Sta.22+65 to Sto.28+45 Rt. <br />Sta.38+30 to Sta.39+05 (Lt. & Rt.) <br />• Limits of Clearing and Grubbing <br />12' 1 4' 1 2' <br />0.17' A.C. 0.04' A.C. <br />I Var. Var. Exist. E.P. <br />or A.C. Dike <br />SHOULDER DETAIL <br />Sta.10+00 to Sta.14+44 (Lt. & Rt.) <br />Sta.32+28 to Sta.33+10 (Lt. & Rt.) <br />Sta.34+30 to Sta.35+16 (Rt.) <br />Sta.34+30 to Sta.35+37 (Lt.) <br />•.` .\♦ice• �.�V. <br />Route 99 to Charter <br />of 5 <br />