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Bus Turnout 2' Var. �- <br /> i <br /> 7 <br /> 16.5' 50' 27.5' zx ex 3 <br /> s <br /> PP Anchor -, <br /> o PP p u, pp ------- <br /> 7 <br /> N Naackfill <br /> �x x x <br /> 0.5' Shoulder Backing <br /> s <br /> z- - - - - - - - - - - - - - - - <br /> �A <br /> - - - - - - <br /> EP� Mailbox Bus Turnout 3' <br /> Place 65' long 12"0 CSP 0.079" 1• o <br /> thick. Match existing flowline. 6.5 15' <br /> m z: o <br /> 11+00 — — — — 12+00 — — . . .-. vim\ 3 <br /> 0 o Existing Yellow Line 0.5' Thick Shoulder p Backing <br /> —R <br /> o = <br /> Location #3 : So 99 Frontage Road West at Munford Avenue <br /> m � <br /> a ! Limits of Clearing and Grubbing <br /> 3 i Earthwork 19' <br /> Existing Roadway <br /> . 4.5' <br /> n <br /> 4.5'x8' standing pod 3' 1' �tandin <br /> " ROW + Pad <br /> N r _—_. n <br /> o' O C) <br /> \ O of 2[ <br /> A Ir- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ .. , <br /> o <br /> EP C <br /> 18 Var. Depth Shoulder Backing <br /> Place 2• x 2' Shoulder Backing <br /> ti 11+00 adjacent to standing <br /> pod <br /> + laterals. <br /> Existing Yellow Line St=1c <br /> p <br /> A 70 <br /> Location #4: So 99 Frontage Road West at Carpenter Road <br /> o COUNTY OF SAN JOAQUIN NO SC&E PROJECT SITE DETAILS BUS STOP IMPROVEMENTS PH. 2 Sheet5 of 1J0 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED I DATE I APPROVAL RECOMMENDED DATE <br />