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PAVEMENT REPAIR ADJUST MONUMENT FRAME AND COVER <br /> rPloce Truncated Domes Location Quantity Location Quantity <br /> at Accessibility Ramps per 31 Locations Throughout Project Total 1,384 S.Y. Woodbridge Road <br /> Sto. 17+36 (1' Lt.) 1 Each <br /> / RSP Place a panel (3' 2' ea.) Sto. 17+56 (1' Lt.) 1 Each <br /> PLANING ASPHALT CONCRETE PAVEMENT <br /> on eachach side of Expansion Joint. 51a. 34+88 (40' u.) 1 Each <br /> Location Limits of Planing Quantity Total 3 Each <br /> Beginning of Project Se. 10+00 to 10+25 97 S.Y. <br /> North Side of Woodbridge Rood Ste. 10+92 to 45+75 1,548 S.Y. <br /> South Side of Woodbridge Road Ste. 17+92 to 18+56 29 S.Y. SHOULDER BACKING <br /> -_- South Side of Woodbridge Road Sta. 19+75 to 21+15 73 SV. Location Quantity <br /> South Side of Woodbridge Road Sta. 23+48 to 28+67 231 S.Y, Woodbridge Road <br /> South Side of Woodbridge Road Sta. 29+86 to 30+63 34 S.Y. Std. 10+00 to 10+92 <br /> Wlndwood Drive Conform CAD Area 181 S.Y. (LL) 4 Tons <br /> Benedict Drive (North) Conform CAD Area 133 S.V. Sta. 10+00 to 16+50 (Rt) 10 Tons <br /> Face of Curb �f Beneekt Drive (South) Conform CAD Area 79 Sy <br /> Sta. 18+58 to 19+30 (RL) 4 Tons <br /> & Flow Line ,�! - Woodside Drive Conform CAD Area 176 Sw. St.. 21+15 to 23+52 (RL) 16 Tons <br /> - Rio Verde Street Conform CAD Area 141 S V. Ste. 28+80 to 29+80 (RL) 7 Tons <br /> Meadowlark Drive Conform CAD Area 208 S.Y. Sto. 30+63 to 45+75 (RL) 103 Tons <br /> Expansion JainlJ Triolo Street Conform CAD Area 123 S.Y. Total 144 Tons <br /> P ------ Augusta Street Conform CAD Area 183 S.Y. <br /> on existing romp Wilderness Way Conform CAD Area 171 S.Y. <br /> 6 Del Rio Drive Conform CAD Area 136 S.Y. DRIVEWAYS <br /> min. End of Project Ste. 45+50 to 45+75 86 S.Y. Type NUmbef ,I,yea <br /> Total 3,629 S.V. <br /> EXISTING RAMP RETROFIT DETAIL Type D 'ooa6an 20 sr. <br /> ADJUST MANHOLE FRAME AND COVER Type E 8 Locations 120 S.Y. <br /> m Note: (Typical all locations) Type Location Quantity <br /> wooebrage Rog e ASPHALT CONCRETE TYPE B <br /> $ See Summary of Quantities of Right Storm Drain Sla. 12+30 (]3' LL, 1 Edon <br /> 8 for Locations and quantities Sto. 17+98 (28' Lt.) 1 Each Location Quantity <br /> St.. 19+01 (28LL) 1 Each Woodbridge Road (Mainline) 10+00 to 45+75 2,638 Tons <br /> Sta. 26+00 (15' Lt.) 1 Each Pavement Repair 461 Tons <br /> $ Conform ® E.P. 41o. 27+53 (14' Lt.) 1 Each Cross Street Conforms 82 Tons <br /> 3 <br /> to, EPSla. 27+78 (14' Lt.) 1 Each Driveways (Types D & E) 13 Tons <br /> 'it D Sta. 29+95 (28' Lt.) 1 Each Total 3,194 Tons <br /> Sta. 32+20 (28' LL) 1 Each <br /> 0.30' Asphalt Concrete Total 8 Each PAVEMENT REINFORCING FABRIC <br /> F 4' �. over shaped & compacted . Woodbrdoe Rood <br /> z native material. ` Sanitary Sewer Sta. 17+55 (32' Lt.) 1 Each Location Quantity <br /> Sto. 17+90 (9' Rt.) 1 Each Woodbridge Rood W.I.D. Canal to Chestnut Street) 13,634 SY. <br /> d$ m Sto. 18+90 10' Rt.) 1 Each Sta. 10+25 to Sto. 45+50 Totol 13,634 S.Y. <br /> Existing Width Sta. 20+73 14' Rt. 1 Each <br /> Conform IYFF��� Sta. 23+4] 11' Rt. 1 Each <br /> 12' Min. std. 27+44 n' Rt. 1 Each RETROFIT DETECTABLE WARNING SURFACE <br /> Sm. 30+15 12' Rl. acn TRUNCATED DOMES <br /> TYPE D So 30+30 12' RL I Eacn <br /> Sta. 34+10 Location Quantity <br /> 15' RL) 1 Each <br /> Conform ® E.P. Sla. 40+10 (9' RL) 1 Each Wintlwood Drive - NW & NE Corners 2 Each <br /> EP Sto. 40+41 (9' RL) 1 Each Benedict Drive - NW, NE & SE Corners 3 Each <br /> Sit. 42+57 (7' Lt.) 1 Each Woodside Drive - NW & NE Corners 2 Each <br /> Total 12 Each Meadowlark Drive - NW & NE Corners 2 Each <br /> LA Wilderness Way - NW & NE Corners 2 Each <br /> R R 4 Del Rio Drive - NW & NE Corners 2 Each <br /> ADJUST WATER VALVE MANHOLE FRAME AND COVER Total 13 Each <br /> Location Quantity <br /> N �Existing Width Woodbridge Roo <br /> _g. . _� Sto. 10+98 (36' Lt.) 1 Each <br /> —COnfaran Sto. 17+88 6 Lt. 1 Each <br /> b 17 Min. ( ' ) <br /> Sto. 2 +90 a' LL) 1 Each <br /> r o TYPE E Sto 21+60 16' LL) ach <br /> n Sta. 21+65 20' Lt.) 1 Each <br /> m Variable depth Asphalt Concrete over existing paved driveway. Sto. 33+11 20' Lt.) 1 Each <br /> A Sta. 33+20 (20' LL) 1 Each <br /> T R = Conform to Existing Radii. Ste. 34+77 (23' Lt.) 1 Each <br /> Unless Otherwise noted on Plans Ste. 34+80 (25' u.) 1 Each <br /> P1 Sta. 40+24 (28' Lt.) 1 Each <br /> o TYPICAL DRIVEWAY DETAILS Sta. 40+27 (30' Lt.) 1 Each <br /> Tolol 11 Each <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS & WOODBRIDGE ROAD RESURFACING Sheet No. <br /> SUMMARY OF QUANTITIES (The W.I.D. Canal to Chestnut Street) 6 of 6 <br /> DRAWN BY I DATE I PROJECT ENGINEER I DATE f- KED DATE I APPROVAL RECOMMENDED I DATE <br />