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0 <br />MAI <br />NO RE <br />Conform ® E.P. <br />Existing Width <br />12' Min. <br />0.30' Asphalt Concrete over shaped <br />and compacted native material. <br />Existing A.C. may remain in place. <br />TYPE D <br />* 12' — Sta. 1 1 1 +73 Rt. <br />10' — Sta. 131 +43 Rt. <br />0 <br />R=Conform to <br />existing radius <br />Conform ® E.P. <br />�— Conform <br />Variable depth Asphalt Concrete <br />over existing paved driveway. <br />TYPE E <br />TYPICAL DRIVEWAYS <br />See Note Below <br />�Existing Surface <br />_______ <br />L-- 0.50' Asphalt Concrete <br />PAVEMENT REPAIR DETAIL <br />Note: Width, length and locations to be <br />determined by the Engineer. <br />COUNTY OF SAN <br />Drawn By Date Project Engineer <br />ADJUST <br />WATER <br />VALVES <br />Location <br />Area <br />D <br />E <br />Quantity <br />Sta. <br />103+81 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />105+25 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />108+80 <br />17' <br />Rt. <br />1 Each <br />Sta. <br />111+13 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />113+79 <br />13' <br />Rt. <br />1 Each <br />Sta. <br />118+78 <br />13' <br />Rt. <br />1 Each <br />Sta. <br />121+16 <br />14' <br />Rt. <br />1 Each <br />Sta. <br />123+84 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />126+04 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />128+81 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />133+78 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />138+71 <br />14' <br />Rt. <br />1 Each <br />Sta. <br />142+89 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />143+28 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />147+64 <br />15' <br />Rt. <br />1 Each <br />Sta. <br />147+71 <br />i 5' <br />Rt. <br />1 Each <br />Total <br />16 Each <br />PAVEMENT REPAIR <br />Location Quantity <br />99 sites throughout project 2,170 S.Y. <br />P LAN I N G ASPHALT <br />CONCRETE PAVEMENT <br />Location Quantity <br />Sta. 152+00 to Sta. 152+50 144 S.Y. <br />EARTHWORK <br />(Miscellaneous Areas) <br />Location Quantity <br />Sta. 100+13 to Sta. 152+50 Lt. 52.4 Sta. <br />Sta. 100+13 to Sta. 152+50 Rt. 52.4 Sta. <br />Total 104.8 Sta. <br />JOAQUIN Na SCALE <br />Date Checked Date /Submitted <br />6 19 Z 692 ,71�nr1u�l <br />Location Quantity <br />Sta. 100+13 to Sta. 152+50 1.152 C.Y. <br />SHOULDER BACKING <br />Location Quantity <br />Sta. 100+13 to Sta. 152+50 320 Tons <br />DRIVEWAYS <br />Type <br />Quantities <br />No. <br />Area <br />D <br />E <br />68 <br />18 <br />1,912 S.Y. <br />591 S.Y. <br />ASPHALT CONCRETE <br />(Type B) <br />Location <br />Quantity <br />Roadway <br />3,446 Tons <br />Driveways <br />514 Tons <br />Pavement Repair <br />800 Tons <br />Total <br />4,744 Tons <br />CONSTRUCTION DETAILS <br />AN D NOTES <br />Date Approv# R commended D q to <br />Jgh�9 J Fz <br />PAVEMENT REINFORCING <br />FABRIC <br />Location Quantity <br />Sta. 100+13 to Sta. 152+25 12,740 S.Y. <br />LARCH ROAD RESURFACING Sheet No. <br />Corral Hollow Rd. to Tracv Blvd. 1 11 of 11 <br />