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Conform Q E.P. REMOVE ASPHALT CONCRETE DIKE PLACE ASPHALT CONCRETE (MISC. AREAS) <br /> EP_ ___ Location Quantity Location Quantity <br /> 0.30' Asphalt Concrete Woodbridge Road 5 Locations Throughout Project 88 S.Y. <br /> Sta. 52+36 to 55+06 (Lt.) (RR Approach Dike North Side) 270 L.F. <br /> 4' Over shaped & compacted Sto. 52+16 to 54+30 (Rt.) (RR Approach Dike South Side) 214 L.F. <br /> native material. Sto. 54+50 to 55+35 (Rt.) (RR Approach Dike South Side) 85 L.F. PLACE ASPHALT CONCRETE DIKE (TYPE A) <br /> Roy Rood Location Quantity <br /> Ray Road Int. (NW corner) 76 L.F. <br /> Existing Width Roy Road Int. (NE corner) 138 L.F. Woodbridge Rood <br /> Conform — Ray Road Int. (SW corner) 92 L.F. Sto. 52+36 to 55+06 (Lt.) (RR Approach Dike North Side) 270 L.F. <br /> 12' Min. Roy Road Int. (SE corner) 89 L.F. Sto. 52+16 to 54+30 (Rt.) (RR Approach Dike South Side) 214 L.F. <br /> Total 964 L.F. Sta. 54+50 to 55+35 (Rt.) (RR Approach Dike South Side) 85 L.F. <br /> TYPED Total 569 L.F. <br /> EARTHWORK (MISCELLANEOUS AREAS — TYPE 1) PLACE ASPHALT CONCRETE DIKE (TYPE C) <br /> Conform @ E.P. Location Quantity <br /> _EP _ 3 Locations Throughout Project Lump Sum Location Quantity <br /> Woodbridge Road <br /> Sta. 56+84 to 57+39 Type E Driveway North Side) 55 L.F. <br /> R //R 4'* EARTHWORK (MISCELLANEOUS AREAS — TYPE 2) Sto. 58+65 to 59+01 Type E Driveway South Side) 36 L.F. <br /> Total 91 L.F. <br /> Location Quantity <br /> Sta. 8+00 to Sto. 9+78 (Rt.) 1.78 Sta. 12" DIA. REINFORCED CONCRETE PIPE CLASS <br /> _ Existing Width ( M <br /> 12' Min. Conform Location Quantity <br /> SHOULDER BACKING Woodbridge Road <br /> v TYPE E Location Quantity Sta. 10+70 (17' Lt.) to Sto. 10+70 (25' Rt.) 41 L.F. <br /> Woodbrid a Rood Sto. 89+08 (21' Lt.) to Sta. 89+71 (29' Lt.) 63 L.F. <br /> Variable depth Asphalt Concrete over existing paved driveway. Sta. to+11 to 90+50 640 Tons Roy Rood <br /> _ Sta. 8+90 (15' Lt.) to Sto. 8+90 (16' Rt.) 30 L.F. <br /> D R = Conform t0 Existing Radii. Ray Rood <br /> D * Unless Otherwise noted on Plans Sto. 0+50 to 11+00 142 Tons Total 134 L.F. <br /> TYPICAL DRIVEWAY DETAILS Total 782 Tons 18" STORM DRAIN INLET (S.D.I.) <br /> i= <br /> Z DRIVEWAYS Location Quantity <br /> Woodbrid a Road <br /> S Type Number Area Sta. 10+70 (17' Lt.) 1 Each <br /> rn Type D 14 Locations 188 S.Y. Sta. 89+08 (21' Lt.) 1 Each <br /> $ PAVEMENT REPAIR <br /> Type E 9 Locations 139 S.Y. Sta. 89+71 (29' Lt.) 1 Each <br /> $ Location Quantity Ray Rood <br /> Total 327 S.Y. Sto. 8+90 (15' Lt.) 1 Each <br /> z 9 Locations Throughout Project Total 536 S.Y. Sta. 8+90 (15' Rt.) 1 Each <br /> ASPHALT CONCRETE TYPE B Total 5 Each <br /> PLANING ASPHALT CONCRETE PAVEMENT ( ) <br /> Location Quantity Location Quantity FRAME AND GRATE (18" S.D.I.) <br /> U 11+Woodbridge Rood Conform O Thornton Rood 155.3 S.Y. Woodbridge Rood (Mainline) to 90+50 2,408 Tons <br /> Sta. 10+11 to Sto. 10+36 Ray Road (Mainline) 0+50 to 11+00 275 Tons Location Quantity <br /> A.C. Dike (Types A do C) 15 Tons Woodbridge Road <br /> Woodbridge Road at Railroad (West of tracks) 82.0 S.Y. Driveways (Types D & E) 51 Tons Sto. 10+70 (17' Lt.) 1 Each <br /> Sto. 56+25 to Sto. 56+55 Pavement Repair 107 Tons Sta. 89+08 (21' Lt.) 1 Each <br /> Woodbridge Road at Railroad (East of tracks) 108.9 S.Y. Asphalt Concrete (Misc. Areas) 18 Tons Sta. 89+71 (29' Lt.) 1 Each <br /> cm Sto. 56+69 to Sto. 57+09 Asphalt Concrete Leveling (Roy Rood) 266 Tons Ray Rood <br /> Woodbridge Road Conform ® End of Project 53.1 S.Y. Total 3,140 Tons Sto. 8+90 (15' Lt.) 1 Each <br /> Sto. 90+30 to Sto. 90+50 Total 399.3 S.Y. Sto. 8+90 (15' Rt.) 1 Each <br /> o Total 5 Each <br /> ADJUST MONUMENT FRAME AND COVER PAVEMENT REINFORCING FABRIC <br /> X Location Quantity Location Quantity PLACE MONUMENT FRAME AND COVER <br /> 71 Woodbridge Rood Woodbridge Road (West of RR Tracks) 11,098 S.Y. Location Quantity <br /> m Sta. 36+48 (CL) 1 Each Sta. 10+60 to Sta. 56+00 Woodbridge Rood ® Roy Road 89+45 (CL) 1 Each <br /> Z Sto. 89+45 (30' Lt.) 1 Each Woodbridge Rood (East of RR Tracks) 8,042 S.Y. <br /> O Total 2 Each I Sta. 57+20 to Sta. 90+10 Total 19,140 S.Y. <br /> COUNTY OF SAN JOA UIN NO SCALE DRIVEWAY DETAILS & WOODBRIDGE ROAD RESURFACING Sheet No. <br /> Q SUMMARY OF QUANTITIES (Thornton Rood to Roy Road) 9 of 9 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Il (;n m h 1 n i Li /nF I r7 — _ /iaL.. 1L _ #,WdA,t 51-1 , 1�..�. �.r�ia ,<i��i�l <br />