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ADJUST FRAMES AND COVERS <br /> MAINTENANCE <br /> Location Quantity <br /> * Sta. 10+93 5' Rt. 1 Each E Const. E <br /> Sta. 13+30 (5' Rt.) 1 Each a 18' I 18' a <br /> Sta. 25+96 (9' Rt.) 1 Each <br /> Sta. 30+16 (9' Rt.) 1 Each U 2' 16' 16' 2' U <br /> * Sta. 32+20 (9' Rt.) 1 Each <br /> Sta. 34+19 (12' Rt.) 1 Each <br /> Sta. 41+38 (12' Rt.) 1 Each 0.04' -Var. I Var._ 0.04' <br /> Sta. 41+54 (CL) 1 Each <br /> Total 8 Each i _____+-- ---- ________ i ------- <br /> * _ (Lamphole Clean out) <br /> Exist. Roadway 0.17' Asphalt Concrete Overlay <br /> PAVEMENT REPAIR TYPICAL SECTION <br /> Location QuantitySta. 10+14 to Sta. 21 +07 <br /> Sta. 22+27 to Sta. 32+86 <br /> Various Locations 200 S.Y. Sta. 33+47 to Sta. 45+15 <br /> D <br /> D <br /> PLANING ASPHALT <br /> CONCRETE PAVEMENT <br /> Location Quantity <br /> rn Sta. 10+14 to Sta. 10+29 80 S.Y. GENERAL NOTES <br /> Sta. 20+72 to Sta. 21+07 60 S.Y. 1. The existing drainage facilities located within the limits of <br /> Sta. 22+27 to Sta. 22+42 60 S.Y. clearing and grubbing shall not be disturbed or obstructed by <br /> Sta. 32+71 to Sta. 32+86 75 S.Y. the Contractors operation unless otherwise noted on the plans. <br /> Sta. 33+47 to Sta. 33+62 95 S.Y. 2. All Pavement Repair must be completed 12-18 hours prior to <br /> r n Sta. 45+00 to Sta. 45+15 90 S.Y. placement of Asphalt Concrete Overlay. <br /> ll ' Total 460 S.Y. 3. Contractor shall obtain a permit from the City of Stockton <br /> Ito conduct work and place warning signs within the city limits. <br /> ASPHALT CONCRETE (TYPE B) 0, RD, DRW,, <br /> 0.a <br /> W v <br /> Location Quantity r a re Aions By <br /> m Mainline 1,493 Tons ' C'r In(Ietl.. ?5 <br /> Pavement Repair 67 Tons <br /> —t <br /> F Total 1.560 Tons ` -' <br /> COUNTY OF SAN JOA UIN TYPICAL SECTION—GENERAL NOTES MORRISON GARDENS RESURFACING PHASE 7 Sheet No. <br /> Q AND SUMMARY OF QUANTITIES —NINTH STREET— (Bieghle Street to Pock Lane) 2 of 4 <br /> DRAWN BY DATE PROJECT ENGINEER DATE C EC ED DATE I APPROVAL RECOMMENDED DATE <br />