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Mile <br /> PLANING ASPHALT PAVEMENT REINFORCING METAL BEAM <br /> CONCRETE PAVEMENT FABRIC GUARD RAILING <br /> Location Quantity Location Quantity Location Quantity <br /> Sta. 0+50 to Sta. 1+00 211 S.Y. Sta. 1+00 to Sta. 108+00 28,533 S.Y. Minor Structure W307 (Rt.) 125.0 L.F. <br /> Sta. 108+00 to Sta. 108+50 178 S.Y. (Sta. 52+00±) <br /> Total 389 S.Y. Min( ) <br /> rr Structure <br /> cture 309 (Rt.) 137.5 L.F. <br /> Sta. <br /> CLASS A CONCRETE Total 262.5 L.F. <br /> EARTHWORK Minor Structure <br /> Miscellaneous Areas Location Quantity CABLE ANCHOR ASSEMBLY <br /> Location QuantityMinor Structure W302 (Lt.) *1 C.Y. (Breakaway, Type A) <br /> (Sta. 40+00±) <br /> Location Quantity <br /> Sta. 95+651 to Sta. 96+40 (Left) Lump Sum Minor Structure W307 (Rt.) 1 Each <br /> 12"(0 REINFORCED CONCRETE tu eDW) <br /> Minor <br /> SStrucctutre W309 (Rt.) 2 Each <br /> SHOULDER BACKING Location DRIVEWAY PIPE sta. ss+oot) <br /> y <br /> Total 3 Each <br /> ation <br /> tity <br /> Sta. 0+50 to Stu. 108+50 1,920 nTons Sta. 95+801 Lt. idedrain 32 L.F. <br /> Sta. 96+25f �Lt.3 �Sidedrain� 32 L.F. TERMINAL SECTION <br /> Minor Structure W302 13 Tons Total 64 L.F. (Type A <br /> Minor Structure W307 4 Tons Location Quantity <br /> Minor Structure W309 Total 1,940 Tons <br /> MISCELLANEOUS METAL Minor <br /> Starjcture W)07 (Rt.) 1 Each <br /> Location Quantity <br /> $ Minor Structure W302 (Lt.) 13,900 lbs TERMINAL SECTION <br /> DRIVEWAYS (Sta. 40+001 <br /> o Quantities Minor Structure 302 (Rt.) 13,650 lbs Type C) <br /> Type (Sta. 40+001) Location Quantity <br /> No. <br /> D 168 S.Y. (Sta. 96+o0t)Areas Minor Structure W309 (Lt.) 4,630 lbs Minor Structure W307 (Rt.) 1 Each <br /> 8 <br /> (Stu. 52+00f <br /> total *32,180 Ibs <br /> E 33 955 S.Y. Minor Structure W309 (Rt.) 2 Each <br /> O m (Sta. 96+00±) <br /> aTotal 3 Each <br /> o D ASPHALT CONCRETEPLACE MONUMENT * Final Pay Quantity QppFESS/pN <br /> m (Typ e B FRAMES and COVERS <br /> Location <br /> n <br /> r ; <br /> Roadway 6,577T ns Location Quantity No.21258' <br /> (� c Intersections 115 Tons Sta. 26+303$ 1 Each Up <br /> D Driveways 140 Tons Sta. 52+6206 1 Each 3 <br /> £ Sta. 79+3920 1 Each <br /> A CA Total 6 ,612 Tons U <br /> Sta. 106+1611 - 1 Each .. O <br /> r�1� Total 4 Each _ •�/_ 'L . <br /> b o <br /> COUNTY OF SAN dOAQUIN No SCALE CONSTRUCTION NOTES PELIIER ROAD RESURF CING • Shhetet( No. <br /> Bruella Rd. to Elliott Rd. 10 of 10 <br /> Drown B Dnte Iro,iect Engineer DnteChecked Dnte Submitted Dote Appro n Recommended Dnte <br /> B /90 V 1190 //90 �/loriaC is/e Ya <br />