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- Conform EP. PLANING ASPHALT ASPHALT CONCRETE <br /> EP CONCRETE PAVEMENT TYPE B) <br /> 1 Location Quantity Location Quantity <br /> 8 Sta. 0+18 to Sta. 0+48 127 S.Y. Wanner Rood <br /> Sta. 104+75 to Ste. 105+00 56 S.Y. Mainline 3,847 Tons <br /> --- Conform Total 183 S.Y. Louise Ave. Intersection 80 Tons <br /> Driveways 91 Tons <br /> _Existing Width___ _ Widening 292 Tons <br /> 12' Min. SHOULDER BACKING <br /> 0.30' Asphalt Concrete over shaped Total 4,310 Tons <br /> and compacted native material. Location Quantity <br /> TYPED Sta. 0+18 to Sta. 105+00 1,530 Tons SURVEY MONUMENT <br /> Noce for Type D Driveways: FRAMES AND COVERS <br /> Sta. 99+26 (Lt.) - Saw cut and remove concrete 20'f from centerline. DRIVEWAYS Location Quantity <br /> y <br /> (Approx. 25 S.Y.) Type Quantities Sta. 26+45 1 Each <br /> No. Area Stc. 52+98 1 Each <br /> Sto. 104+50 (Rt.) - Saw cut and remove concrete from edge of D 7 283 S.Y. Sta. 79+45 1 Each <br /> pavement to existing skewed joint (18'3: from centerline). (Approx. 25 S.Y.) E 7 298 S.Y. <br /> Total 3 Each <br /> REMOVING CONCRETE <br /> EARTHWORK <br /> - Conform ® E.P. Location <br /> m EP <br /> Driveways MISCELLANEOUS AREAS <br /> F Z -- ------ --- ---- <br /> m <br /> Ste. 99+26 (Lt.) Location Quantity <br /> � 8' R R Sta. 104+50 (Rt.) <br /> ° Ste. 0+48 to Sta. 52+42 (Rt.) 52.9 Sta. <br /> __--_- Headwalls Ste. 53+35 to Sta. 93+00 (Rt.) 39.7 Stc. <br /> --Conform Total 91 .6 Sto. <br /> Variable depth Asphalt Concrete <br /> over existing paved driveway. Extstlna_width-_� ASPHALT CONCRETE EARTHWORK <br /> U) r 12• Min. TYPE B LEVELING <br /> R = rato Existing <br /> Raddii.ii. (ROADWAY WIDENING <br /> TYPE E Location Quantity Location Quantity <br /> N A Sta. 0+18 to Ste. 0+48 3 Tons <br /> TYPICAL DRIVEWAY DETAIL Sto. 0+48 to Sta. 52+42 266 Tons Sto. 0+48 to Ste. 52+42 (Lt.) 51 .9 Ste. <br /> n Sta. 52+42 to Ste. 53+35 4 Tons Sta. 53+35 to Ste. 93+00 (Lt.) 39.7 Sta. <br /> Sta. 53+35 to Ste. 93+00 225 Tons Ste. 93+00 to Ste. 105+00 (Lt.) 12.0 Sta. <br /> "' Sto. 93+00 to Sta. 105+00 80 Tons <br /> Total 578 Tons <br /> Total 103.6 Sta. <br /> COUNTY OF SAN JOA UIN NO SCALE SUMMARY OF QUANTITIES WAGNER ROAD RESURFACING Sheet No. <br /> Q AND CONSTRUCTION DETAILS (State Highway Route 120 to Lone Tree Road) 1 6 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHE KED DATE SUBMI ED __ DATE _ 0PR04, RECOMMENDED ,PATE <br />