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MODIFY P.C.C. MEDIAN * EARTHWORK (MISC. AREAS — TYPE 1 ) ASPHALT CONCRETE (TYPE B) <br /> Location Quantity Location Quantity Location Quantity <br /> . Remove Concrete \ Shoulder Detail No. 4 Pavement Repair 800 Tons <br /> . Relocate 2-1 "4 PVC Conduits / Lump Sum Sta. 46+56 to Sto. 48+58 (Rt.) 2.02 Sto. Driveways (Type E & F) 368 Tons <br /> Sta. 50+79 to Sta. 52+60 (Rt.) 1.81 Sta. Intersections 140 Tons <br /> A.C. Misc. Areas 5 Tons <br /> FENCE REMOVAL/RELOCATION/ADJUSTMENT Total 3.83 Sta. Total 1,313 Tons <br /> Location Quantity *EARTHWORK (MISC. AREAS — TYPE 2) <br /> Sto. 38+00 to Sta. 39+04t (Rt.) PLACE ASPHALT CONCRETE (MISC. AREAS) <br /> . Relocate Barb Wire Fence Location Quantity <br /> Sta. 44+50 (Rt.) Location Quantity <br /> -Adjust Fence Gate Lump Sum Shoulder Detail No. 5 <br /> Sta. 44+93t to Sta. 45+53t (Rt.) Sta. 38+00 to Sta. 46+56 (Rt.) 8.56 Sta. Sta. 41+80 (31' Rt.) 4 S.Y. <br /> - Remove Chain Link Fence Sta. 62+53 (43' Rt.) 10 S.Y. <br /> SHOULDER BACKING Total 14 S.Y. <br /> 6 CLEANING EXISTING DRAINAGE FACILITIES Location Quantity <br /> LocationQuantity Sto. 10+15 to Sta. 90+10 1,338 Tons PAVEMENT REINFORCING FABRIC <br /> Sta. 41+61 (23' Lt.) Lump Sum Sta. 100+20 to Sta. 154+58 783 Tons Location Quantity <br /> Total 2,121 Tons Sta. 10+15 to Sta. 40+00 6,633 S.Y. <br /> g (20' Wide) <br /> PAVEMENT REPAIR Sta. 40+00 to Sta. 44+60 1,738 S.Y. <br /> R m Location Quantity DRIVEWAYS (TYPE E) (34' Wide) <br /> Location Quantity Sto. 44+60 to Sta. 90+10 10,111 S.Y. <br /> a Throughout Project (70 Locations) 1,889 S.Y. (20' Wide) <br /> m 36 Locations 3,264 S.Y. Sta. 100+20 to Sto. 154+58 13,293 S.Y. <br /> (22' Wide) <br /> PLANING ASPHALT CONCRETE PAVEMENT Total 31,775 S.Y. <br /> Location Quantity DRIVEWAYS (TYPE F) <br /> Location Quantity Mainline 12" DIAMETER REINFORCED <br /> Sta. 10+15 to Sta. 10+30 182 S.Y. Sta. 44+50 (Rt.) 126 S.Y. <br /> Sta. 47+50 to Sta. 51+17 2,283 S.Y. CONCRETE PIPE (CL. V) <br /> Lh Sta. 89+95 to Sta. 90+10 52 S.Y. Location Quonfity <br /> Sta. 100+20 to Sta. 100+35 140 S.Y. ASPHALT CONCRETE (TYPE A) <br /> Stu. 154+48 to Sta. 154+58 157 S.Y. Location Quantity Sta. 62+53 (Rt.) 36 L.F. <br /> P Intersection <br /> 5 Locations 428 S.Y. Mainline ' ""�� ` "d� ° (�'-yy L1 t� z f <br /> a Sta. 10+15 to Sto. 90+10 3,802 Tons <br /> Total 3,242 S.Y. Sta. 100+20 to Sta. 154+58 2,488 Tons <br /> wn * Approx. 134 C.Y. of Excavation at Earthwork Widening Areas5�1[! <br /> _ (Miscellaneous Areas Types 1 & 2) Sta. 38+00 to Sta. 46+56 (Rt.) 128 Tons <br /> z may be spread over Shoulder Areas, Total 6,418 Tons <br /> o as allowed per Engineer. <br /> COUNTY OF SAN JOAQUIN ND SCALE SUMMARY OF QUANTITIESN. 99 FRONTAGE ROAD W do E RESURFACING Sheet No. <br /> Yo61 F MW to Woodridge Rd. (N d f) R Woo ridge Wto Amp Rand (11) 19 of 19 <br /> DRAWN BY DATE PROJECT ENGINEER GATE C KED DATE SUBMITTED DATE APF WDED I DATE <br />