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Const. . I <br /> Const. <br /> "X" <br /> Limits of Clearing and Grubbing 0.08'• 0 2 <br /> c Finished , <br /> „W., I „W„ o <br /> See 2 I See U Grade <br /> 2 Shoulder Exist. <br /> Shoulder C.G.& S. <br /> Details -Y" Pavement Reinforcing Fabric DetailsO Var. I <br /> r <br /> L--- J <br /> _Var. I Var., 0.12' where no <br /> Curb & Gutter exists. Existing Roadway <br /> Existing I Roadway Shoulder Detail <br /> L------------------_-_- -_--___--__---J <br /> See Sheet No. 11 for Longitudinal Planing Detail. <br /> 0 Limits of Mailbox relocation. c <br /> "D" Asphalt Concrete Overlay C <br /> TYPICAL SECTIONConst. <br /> „Z„ W„�—� <br /> N 2 1 <br /> V E <br /> p O <br /> a SHOULDER SCHEDULE 0 <br /> 0 <br /> ° > Width Shoulder Width "X” Depth Edge Shld. Reinf. V r <br /> STREET LIMITS Length "W" Detail "D" T. "Z" Fabric __��� — <br /> b CC <br /> m Left Right Left Right ^f" L----- <br /> Var. Depth <br /> Anteros Avenue Washington Street to Rick Avenue 863' 24' 3 3 4' 4' 0.25' 0.12' 2' to 4' 24' Shoulder Backing <br /> m Anteros Avenue Miner Avenue to Sta. 11 +50 (Curve) 1,139' 20' 2 2 0.17 4' 18' <br /> w Anteros Avenue Sto. 11+50 (Curve) to Lillian Avenue 728' 24' 3 3 0'-6' 0'-6' 0.17' 0.17' 4' 24' Shoulder Detail 2 <br /> i <br /> Cardinal Avenue Main Street to 700' North 620' 24' 1 3 8'-12' 4'-10' 0.25 0.12' 4' 24 <br /> o_ Cardinal Avenue Weber Avenue to 400' North 375 24' 3 (D 3(j) 4'-8' 4'-6' 0.25' 0.12' 4' 24' <br /> Cardinal Avenue State Highway Route 26 to 1,500' South 1,500' 24' 3 3 0'-10' 0'-12' 0.25 0.12 4' 24' � <br /> Hinkley Avenue Main Street To Washington Street 3,069' 20' 3 3 1' 1' 0.25' 0.12' 4' 20' Z "X" i <br /> Hinkley Avenue Washington Street to Rick Avenue 816' 20' 3 3 2' 2' 0.25' 0.12' 4' 20' c� <br /> Lillian Avenue Miner Avenue to State Route 26 1,689' 20'(2 2 2 0.17 4 18 <br /> Miner Avenue Anteros Avenue to Oro Avenue 1,030' 22' 2 2 0.17' 2' to 4' 20' <br /> 1D No shoulder backing material is to be placed O Sta. 13+90 to Sta. 17+00 width of roadway O — <br /> f behind existing A.C. Dikes. is to be 24'. <n— ------ <br /> A e Var. Depth Shoulder Backing <br /> 0.08' at <br /> m Curb & Gutter Shoulder Detail 3 <br /> z <br /> 0 <br /> UIN TYPICAL SECTION EAST STOCKTON STREETS RESURFACING Sheet No. <br /> COUNTY OF SAN JOA <br /> Q NO SCALE do SHOULDER DETAILS (Anteros, Cardinal, Hinkley, Lillian, Miner Ave.) 2 of 13 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPRO RECOMMENDED DATE <br /> Io�Q8 I i7 cuQt '2 '� y/1owwL Z�B 1 <br /> TOM Refuerm <br />