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Bus Turnout—}-6, n <br /> i o <br /> i \ z: I � <br /> 0.5' 3 <br /> 0 21 ' S0' 35' <br /> 0 0 <br /> i Telephone Var. Depth Shld. Backing <br /> o RAWA Line Access + Cable Underground Sign A—A <br /> i x x <br /> c Telephone <br /> A 2 X 45' B B Line Access Crossdrain <br /> A-JABus Turnout—�3' n <br /> 0 <br /> i t 1 8 <br /> zs <br /> 2 X 5' 12"0 CSP 0.079" thick '. 0.5 B <br /> 0 0 12+00 } T r r r 11+00 r <br /> J Place 75' 12"0 CSP 0.079" thick Vor. Depth Shld. Backing <br /> m Existing Yellow Line 23' (Rt.) 0.5' below existing flowline. <br /> B—B <br /> Location #5 : Pock Lane at Carpenter Road <br /> o Place 5'x10' standing pad Limits of Clearing and Grubbing <br /> a <br /> a <br /> N � u Var.--Earthwork- <br /> 38' <br /> ar. <br /> Earthwork <br /> 38 50' x42.5' o <br /> PE�xmtmg Roadway <br /> 4 <br /> x Standing Po <br /> C + —Var. 4' <br /> Mailbox Mailbox Bus Turnout houlde k n <br /> 0 <br /> a Backing z <br /> o <br /> 2X <br /> 0 <br /> EP--73 <br /> " 14.5' <br /> Native Backfill <br /> 13+00 — T 0.9' Asphalt Concrete Vor Depth Shld <br /> m Existing Yellow Line Backing (0.5' Max) <br /> 0 <br /> A <br /> Location # 6 : Mathews Road east of Wolfe Road <br /> m <br /> COUNTY OF SAN JOAQUIN No SCALE PROJECT SITE DETAILS BUS STOP IMPROVEMENTS PH. 2 Sheet6 of 1J0 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE I APPROVAL RECOMMENDED DATE <br />