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Asphalt Concrete- <br /> Existing <br /> pe 2 <br /> Misc. Areas(Type ) Line Cut PAVEMENT REPAIR ASPHALT CONCRETE (Type B) <br /> Surface Exist. A.C. (Typ.) <br /> Location Quantity Location Quantity <br /> 20 sites throughout project 518 S.Y. Roadway 2,490 Tons <br /> Intersections 109 Tons <br /> Misc. Areas <br /> 6" Min. s" Min. PLANING ASPHALT Typ28 <br /> e 2 8 Tons <br /> CONCRETE PAVEMENT Driveways <br /> 0.50' Asphalt Concrete T pe D 40 Tons <br /> Location Quantity Type E 220 Tons <br /> Ste. 0+27 to Ste. 0+31 39 S.Y. Pavement Repair 200 Tons <br /> O Select Native Material Ste. 56+22 to Ste. 56+30 30 S.Y. <br /> 90% Relative Compaction Intersections Total 3,347 Tons <br /> 12 12- 1 Emanuel Way 32 S.Y. <br /> 10.D1 Gnekow Dr. 28 S.Y. ASPHALT CONCR <br /> D. +24" Carey Ct. 31 S.Y. (Miscellaneous Areas.)�Type 1 ) <br /> TRENCH DETAIL Total 160 S.Y. Location Quantity <br /> S.W. Corner Leale Ave. <br /> Ste. 0+27 to Ste. 48+00 Lt. 1 ,061 S.Y. <br /> SHOULDER BACKING Ste. 0+27 to Ste. 1 +60 Rt. 30 S.Y. <br /> Ste. 2+10 to Ste. 20+00 Rt. 398 S.Y. <br /> Location Quantity Ste. 25+00 to Ste. 40+30 Rt. 340 S.Y. <br /> Sta. 43+35 to Ste. 48+00 Rt. 103 S.Y. <br /> Existing S. lace.D.I. to Ste. 1 +60 to Ste. 2+10 4 C.Y. <br /> Place Double layer p Sta. 20+00 to Sta. 25+00 Rt. 23 C.Y. Total 1,932 S.Y. <br /> remain In <br /> of 6" X 6" W1 .4 X W1 .4 <br /> welded wire fabric. Ste. 48+00 to Ste. 56+30 85 C.Y. <br /> ASPHALT CONCRETE <br /> s" 6" Total „z C.Y. (Miscellaneous Areas.)�Type 2) <br /> s" (Typ.) DRIVEWAYS Location Quantity <br /> _ Trench Resurfacing (Leale Ave.) 20 S.Y. <br /> > Quantity <br /> T <br /> A _ y� No. Area PAVEMENT REINFORCING FABRIC <br /> = 12" C.S.P. D 7 172 S.Y. Location Quantity <br /> 7 <br /> �^ Pour Class B Concret E 59 2,033 S.Y. <br /> Collar to connect pipes 6„ 6„ Ste. 0+31 to Ste. 56+15 13,650 S.Y. <br /> Ilk,0 os shown. ' t _ die ' �a ,cs , <br /> 1' existing pipe to r ax i w�* �� _ v _d M- - - 1200 CORREGATED STEEL PIPE <br /> The fl shall s of connected remain In place. AR 77 DHA1�'l- <br /> m pipes shall be the same <br /> s elevation. �r l-Ao- 97. LOCOtIOn Quantity <br /> Z <br /> PIPE CONNECTION DETAIL ' ;' Ste. 18+04 to Ste. 18+56 Rt. 52 L.F. <br /> �t rtkY"^ ,�nn Lg ., r,wrtL <br /> COUNTY OF SAN JOAQUIN NO sc CONSTRUCTION DETAILS do SHIPPEE LN. ALHAMBRA AVE. REBUKE. Sheet Na. <br /> SUMMARY OF QUANTITIES North 99 ronta a Rd. to Hildreth Ln. 5 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP OV COMMENDED DATE <br />