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I <br /> ADJUST MANHOLE FRAMES do COVERS PAVEMENT REPAIR SHOULDER BACKING PAVEMENT REINFORCING FABRIC <br /> Location Quantity Location Quantity Location Quantity <br /> Location Quantity <br /> Bird Avenue <br /> Sto. 4+24 11' Lt. 1 Ea. Bird Avenue Bird Avenue Bird Avenue <br /> Sto. 8+25 10' Lt. 1 Ea. 31 locations throughout the project. 535 S.Y. Sta. 0+17 to Sta. 22+00 434 Tons Sta. 0+35 to Sta. 21+82 5,726 S.Y <br /> Sta. 11+86 ® C/L 1 Ea. <br /> Sta. 11+86 16' Rt.) 1 Ea. Parking Area <br /> Ste. 15+73 ® C/L) 1 Ea. <br /> Ste. 16+18 12' Rt.) 1 Ea. 6 locations throughout the project. 83 S.Y. <br /> Sto. 19+62 9' Lt. 1 Ea. tai 618 S.Y. <br /> Sto. 19+73 112, <br /> Rt. 1 Ea. <br /> Total 8 Ea. DRIVEWAYS MINOR CONCRETE <br /> (Curb — Type C) <br /> TYPE Quantity <br /> Location Quantity <br /> No. Area (Square Yards) <br /> ADJUST SDI FRAMES AND GRATES PLANING ASPHALT Bird Avenue <br /> D 8 185 Sto. 10+14 to Sta. 14+24 410 L.F. <br /> CONCRETE PAVEMENT E 14 238 Sta. 14+74 to Sta. 15+79 105 L.F. <br /> Location Quantity Sta. 17+08 to Sta. 17+68 60 L.F. <br /> Location Quantity Parking Area Sub Total 575 L.F. <br /> Sta. 14+64 to Sta. 16+05 141 L.F. <br /> Parking Area Sta. 16+86 to Stu. 17+62 95 L.F. <br /> Sto. 14+94 44.5' Lt.) 1 Ea. Bird Avenue ASPHALT CONCRETE Total 811 L.F. <br /> Sta. 15+96 46' Lt. 1 Ea. Sto. 0+17 to Sta. 0+27 92 S.Y. <br /> S 16+16 27' Lt. <br /> to. 1 Ea. Ste. 11+80 to Sta. 20+10 377 S.Y. (Type B) <br /> Sto. 16+15 46' Lt. 1 Ea. Sta. 21+90 to Ste. 22+00 38 S.Y. <br /> Sto. 16+56 25' Lt. 1 Ea. MINOR CONCRETE <br /> Sto. 17+07 25' Lt. 1 Ea. Total 507 S.Y. Location Quantity <br /> Sto. 17+15 46' Lt. 1 Ea. <br /> Sto. 17+37 46' Lt. 1 Ea. (Bumper Blocks) <br /> Sta. 17+79 124' Lt. 1 Ea. Bird Avenue <br /> Sta. 0+17 to Sto. 22+00 (Resurfacing) 760 Tons <br /> Total 9 Ea. Ardelle Avenue Intersection 16 Tons Location Quantity <br /> Driveways (Types D & E) 65 Tons <br /> IMPORTED BORROW Pavement Repair 183 Tons Parking area 31 Ea. <br /> Parking Area Subtotal 1,024 Tons <br /> ADJUST SEWER CLEANOUT FRAME AND COVER Location Quantity Pao. 9+90ment to Sta 18+10t (Resurfacing) 312 Tons <br /> 33 Tons <br /> Location Quantity Parking Area Subtotal 345 Tons <br /> Ste. 9+94 to 18+00f 49 C.Y. Total 1,369 Tons <br /> Parking Area <br /> Sta. 17+73 (29' Lt.) 1 Ea. <br /> Const. <br /> 0.019, Conform ® E.P. Conform ® E.P. <br /> 16' t 4' <br /> Conform <br /> Exist. A.C. <br /> Surfaces ° 8 8 <br /> See Note Below 1 <br /> Existing � <br /> Surface <br /> Conform <br /> ExistingWidth Existin Width Conform <br /> Existing C.G.&S. <br /> 12' Min. 12' Min. <br /> Grading Plane 0.30' Asphalt Concrete over shaped and compacted Variable depth Asphalt Concrete over existing paved surface. <br /> native material. <br /> Note: Width, lengyandlocations Note: Hand grindin will be required at locations where At Stu. 18+58 Lt. , existin concrete drivewo shall be saw—cut at 8' Note: Paved Walkways at Sta. 3+16 (Lt.), Sta. 7+68 (Lt.), <br /> 0onc Asphalt ( ) 9 Yto be detee existing manholes aro within the planing limits. from edge of pavement in a neat straight line and concrete removed. and Sta. 9+75 (Lt.) shall be considered as Type "E' <br /> Engineer. Concrete Asphalt Concrete surfacing not shown for clarity. g P g Driveways. <br /> PAVEMENT REPAIR DETAIL LONGITUDINAL PLANING DETAIL TYPED TYPE E <br /> TYPICAL DETAILS TYPICAL DRIVEWAYS <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE __F3 <br /> HEET TOTAL <br /> E.M. Peterson 12/96 COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS & BIRD AVENUE RESURFACING No. SHEETS <br /> 17197 z� %/� SUMMARY OF QUANTITIES (Main Street to Marsh Street) 3 3 <br /> ILE NAME DRAWER SHEET NO. ACAD REVISIONS-KOAD 14) 1352 DATE <br /> e:\pete\projects\bird—ove\sumquant <br />