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PLANING ASPHALT PAVEMENT REINFORCING FABRIC <br /> CONCRETE PAVEMENT <br /> Location Quantity Location Quantity <br /> Roadway Ste. 1+50 to Sta. 29+60 9,548 S.Y. <br /> Sta. 1+19 to Sta. 1+39 54 S.Y. Sta. 29+90 to Sta. 47+94 5,933 S.Y. <br /> Ste. 47+75 to Sta. 48+15 71 S.Y. <br /> Intersections Total 15,481 S.Y. <br /> Staten Island Road 54 S.Y. <br /> Total 179 S.Y. <br /> PLACE ASPHALT CONCRETE DIKE <br /> A (High Dike <br /> 2 Conform Location Quantity <br /> Q.G. rStu. 2+40 <br /> THWORK (ROADWAY WIDENING Sto. 2+50 to Sta. 8+00 (Lt.) 550 L.F. <br /> Rock Slope Protection ation QuantityStu. 2+65 to Sta. 8+00 (Rt.) 535 L.F. <br /> (Backing No. 1, Method B) 1.5' <br /> 1 L to Sto. 8+60 (Lt.) 6.2 Sta. Total 1,085 L.F. <br /> 1 Sta. 2+55 to Ste. 8+00 (Rt.) 5.4 Sta. <br /> 3 Total 11.6 Sto. <br /> 8"0 C.S.P. OVERSIDE DRAIN OUTFLOW DETAIL PLACE(T�H T(Lowcpike DIKE <br /> No Scale 4 Location Quantity <br /> IMPORTED BORROW Stu. 2+40 to Ste. 2+50 (Lt.) 10 L.F. <br /> Sta. 2+55 to Sta. 2+65 (Rt.) 10 L.F. <br /> Location Quantity Total 20 L.F. <br /> Ste. 2+40 to Sta. 8+60Lt.) 218 C.Y. <br /> Sta. 2+55 to Ste. 8+00 (Rt. ) 463 C.Y. <br /> Total 681 C.Y. STRUCTURE CONCRETE <br /> Location <br /> (Tractor Crossing) Quantity <br /> Const. <br /> Sta. 29+80 7 C.Y.(F) <br /> 6' 16' 16' 6`11110- <br /> I SHOULDER BACKING <br /> Conform i Conform Location Quantllq <br /> - 2% f 2%f Sta. 8+60 to Sto. 45+50 344 Tons T Dia. C.S.P. DOWNDRAIN <br /> Vor. —� far. Sta. 8+00 to Sta. 44+10 320 Tons 0.0&C Thick <br /> Total ssa tons Location Quantity <br /> Shoulder Backing Ste 5+20 (Lt.) 16 L.F. EM <br /> Optional Construction (Typ.) Total 16 L.F. M. y <br /> Joint Location L Place 6 x 6-W 2.9 x W 2.9 1" v <br /> DRIVEWAYS <br /> welded wire fabric No 21258 <br /> Existing P.C.C. * E,o.9-30-9 <br /> IW <br /> Tractor Crossing 4" Portland Cement Concrete Type • uan P� \Q <br /> ENTRANCE TAPER 9TF civ <br /> TRACTOR CROSSING DETAIL <br /> E 4 175 S.Y. Location Quantity � CAL1F� <br /> 2 <br /> No Scale 4 Sta 5+20 (Lt.) 1 Each c� ✓ • �� <br /> ASPHALT CONCRETE (TYPE B) TERMWL ATHON <br /> Location Quantity (Type Location Quantity <br /> .72,ndwoy 2,780 Tons <br /> Intersection 70 Tons Br. No. 29C-10 1 Each <br /> Conform ® E.P. Driveways 19 Tons <br /> Miscellaneous Areas 5 Tons (Southwest Corner) <br /> Dike Type A 28 Tons <br /> Dike Type C 1 Tons <br /> Total 2,903 Tons <br /> 6' METAL BEAM GUARD RAIUNG <br /> 1 Location Quantity <br /> PLACE ASPH&T CONCRETE Br. No. 29C-10 12.5 L.F. <br /> Conform <br /> Exist. Width R= Conform to Location Misc. Arena QUOntI (Southwest Corner) <br /> existing radius <br /> Sta.5+20 (Lt.) (8" Dia. Alt. 3 S.Y. <br /> Variable depth Asphalt Concrete Pipe Overside Drain) <br /> over existing paved driveway. Sta.8+00 (Lt.&Rt.) Overside Drains 12 S.Y. /ROCK SLOPE PROTECTION <br /> Total 15 S.Y. (Backing No. 1 , Method B) <br /> Location Quantity <br /> TYPICAL DRIVEWAY Sta. 5+20 (Lt.) 5 Tang <br /> TYPE E <br /> (F) Denotes Final Pay Quantity <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATECONSTRUCTION DETAILS & WALNUT GROVE ROAD RESURFACING SHEET TOTAL <br /> N0. SHEETS <br /> rncG 9,w,uw 7/9612 o COUNTY OF SAN JOAQUIN NO SCALE <br /> SUMMARY OF QUANTITIES (South Fork to North Fork Mokelumne River <br /> 1646d 6W.64. 7 96 1ti <br /> a 2 / Y6 0 G ��z�jCd���dl �z�sG ) 4 4 <br /> FILEN E DRAWER SHEET NO ACAD <br /> . ., ;.: e.\final\cur;96\ algrovc\quantde REVISIONS IAT <br />