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ADJUST FRAMES AND COVERS SHOULDER BACKING <br /> MAINTENANCE HOLE <br /> Location Quantity Location Quantity <br /> Conform @ E.P. Wallace Avenue Clement Avenue <br /> Sto. 10+74 (10' Rt.) 1 Each Sta. 18+96 to Sta. 20+65 Rt. 8 Tons <br /> / Sta. 15+17 (19' Lt.) 1 Each <br /> Sta. 18+16 (19' Lt..) 1 Each <br /> T Sta. 19+99 (1Rt.) 1 Each <br /> 1 Total 4 Each <br /> � FINISHING ROADWAY <br /> See Note Below <br /> Existing Surface Location Quantity <br /> Conform _ = ADJUST FRAMES AND GRATES Wallace Ave. and Clement Ave. L.S. <br /> Existing Width <br /> - LZ2Zj (S.D.I.) <br /> 12' Min. -------- ———— <br /> 0.50' Asphalt Concrete Location Quantity <br /> 0.30' Asphalt Concrete over Note: Width, length and locations to Clement Avenue <br /> shaped and compacted native be determined by the Engineer. @Wisconsin Ave. NW Corner 1 Each ASPHALT CONCRETE (TYPE B) <br /> material. Wallace Avenue <br /> .Sta. 19+55 Rt. conform to existing ©Telegraph Ave. SE Corner 1 Each Location Quantity <br /> concrete driveway (3't) Total 2 Each Wallace Avenue <br /> Mainline (Includes Intersections) 368 Tons <br /> Clement Avenue <br /> Mainline Includes Intersections at Wallace 963 Tons <br /> DRIVEWAYS TYPE "D" PAVEMENT REPAIR DETAIL Ave. and Alpine Ave.) <br /> Pavement Repair (1 Location) 17 Tons <br /> PAVEMENT REPAIR Miscellaneous Areas (Handicap Rams) 17 Tons <br /> Driveways 7 Tons <br /> Location Quantity Total 1 ,372 Tons <br /> Wallace Avenue <br /> Sta. 15+80 Lt. 40 S.Y. <br /> Const. PLACE ASPHALT CONCRETE <br /> spa 8' Vor. I PLANING ASPHALT (Misc. Areas) <br /> Conform Exist. A.C. Surface <br /> CONCRETE PAVEMENT Location Quantity <br /> Wallace Avenue and Clement Avenue 41 S.Y. <br /> Location Quantity <br /> - - -- (16 Handicap Ramp Locations) <br /> --- Wallace Avenue <br /> -- Mainline (Includes 4 Loc. ® Intersections) 2,023 S.Y. <br /> Clement Avenue <br /> Grading Plane Mainline 3,348 S.Y. MINOR CONCRETE <br /> LONGITUDINAL PLANING DETAIL Total 5,371 S.Y. (CURB, GUTTER AND SIDEWALK) <br /> Location Quantity <br /> Const. Wallace Avenue <br /> (11 Handicap Ramp Locations) <br /> Limits of Clearing & Grubbing <br /> N/W Corner @ Alpine Avenue 29 L.F. <br /> S/W Corner @ Euclid Avenue 27 L.F. <br /> 2 4 0.5' DRIVEWAYS TYPE "D" <br /> S/E Corner @ Euclid Avenue 21 L.F. <br /> �{ 1 ' N/W Corner © Euclid Avenue 21 L.F. <br /> i <br /> CURB. GUTTER & SIDEWALK DETAIL Location Quantity S/W Corner Euclid Avenue 15 L.F. <br /> conform <br /> S/W Corner © Princeton Avenue 29 L.F. <br /> shall c <br /> Back Sidewalk Notes: Clement Avenue S/E Corner @ Princeton Avenue 19 L.F. <br /> Conform to exist. radius. 1 . Handicap Ramps (Case B). Refer to S.J.Co. Improvement N/W Corner ® Princeton Avenue 21 L.F. <br /> Standard Nos. R-10A & R-10B. Sta. 9+65 Rt. 10 S.Y. <br /> Planed � Gutter N/E Corner @ Princeton Avenue 17 L.F. <br /> Surface Grade <br /> Conform 2. Gutter grade shall be a straight grade between conform Sta. 19+55 Rt. 6 S.Y.� S/W Corner @ Telegraph Avenue 31 L.F. <br /> i points except where S.D.I. are located within the limits of <br /> 1/4" per 1 ' Sta. 19+90 Rt. 8 S.Y. S/E Corner @ Telegraph Avenue 20 L.F. <br /> Handicap ramps. Exact elevations of S.D.I. frames and <br /> J grates will be determined by the Engineer. Total 24 S.Y. <br /> Clement Avenue <br /> 0.08' Minor Concrete <br /> (5 Handicap Ramp Locations) <br /> Sta. 8+70 Lt. 15 L.F. <br /> L-0.5' Asphalt Concrete N/W Corner ® Wisconsin Avenue 19 L.F. <br /> (Misc. Areas) CLEARING <br /> S/W Corner @ Wisconsin Avenue 18 L.F. <br /> AND GRUBBING N/W Corner @ Wallace Avenue 30 L.F. <br /> S/W Corner ® Wallace Avenue 39 L.F. <br /> Location Quantity Total 371 L.F. <br /> Wallace Ave. and Clement Ave. L.S. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> P44 jp ''98 COUNTY OF SAN JOAQUIN CONSTRUCTION DETAILS & WALLACE AVENUE AND CLEMENT AVENUE RESURFACING N0. SHEETS <br /> =/6/,3 rr �,l� /y, ��� SUM MARY 0 F QUANTITIES 5 5 <br /> .AMFILE ME DRAWER SHEET NO. ACAD I I REVISIONS DATE <br /> \projects\wa Ilace\su mq uant <br />