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PLANING ASPHALT CONCRETE PAVEMENT <br /> Location Quantity <br /> Funston Avenue <br /> Ste. 10+22 to Ste. 29+98 2,724 S.Y. <br /> Orwood Street <br /> Ste. 9+61 to Ste. 20+23 1,467 S.Y. <br /> Bishoo Street <br /> Ste. 10+60 to Stu. 20+24 1 ,582 S.Y. <br /> Strewart Street <br /> Ste. 10+65 to Ste. 13+68 308 S.Y. <br /> Sanquinetti Lane <br /> Ste. 10+75 to Ste. 35+75 1,721 S.Y. ADJUST MANHOLE FRAME & COVER (SANITARY SEWER) <br /> Stet Location <br /> Ste. 9+73 to sta. 30+46 1,181 S.Y. Quantity Location Quantity Location tity <br /> Belvedere Avenue Funston Avenue <br /> - Ste. 6+50 to Ste. 25+53 689 S.Y. Ste. 10+85 (9' Lt) EACH Belvedere Avenue <br /> F Street Ste. 14+57 (9' Lt) S.S. H Ste. 7+01 (1 ' Rt.) S.S. 1 EACH <br /> - Sta. 9+73 to Sta. 30+46 100 S.Y. Sta. 17+50 (9' Rt) S.S. 1 Sta. 21 +75 (1' Lt.) S.S. 1 EACH <br /> Redwood Avenue Ste. 20+25 (9' Lt) S.S. 1 EAC Stu. 23+19 (6' Lt.) S.S. 1 EACH <br /> Ste. 10+10 to Ste. 28+32 309 S.Y. Ste. 24+58 (9' Lt) S.S. 1 EACH 3 EACH <br /> Robindole Avenue Stu. 28+88 (9' Lt) S.S. 1 EACH Ste. (2' Rt) S.S. 1 edwood Avenue <br /> $ Sta. 9+63 to Sta. 24+00 160 S.Y. 6 EACH a. S.S. Sta. 9+80 (CL) S.S. 1 EACH <br /> f o Orwood Street <br /> Sta. 20+23 EACH Ste. 12+25 (CL) S.S. 1 EACH <br /> 10,241 S.Y. Ste. 12+25 (5' Lt.) S.S. 1 EACH Sta. 25+04 (3' 1 EACH Ste. 14+55 (CL) S.S. 1 EACH <br /> z Ste. 16+28 (10' Rt) S.S. 1 EACH Ste. i8+3 CH Ste. 17+08 (CL) S.S. 1 EACH <br /> m Bishop Street 2 EACH Sta. Rt) S.S. Ste. 19+82 (CL) S.S. 1 EACH <br /> ADJUST MANHOLE FRAME & COVER Stu. 10+72 (s' Rt) S.S. 1 EACH F 6 Ste. 21+35 (CL) S.S. 1 EACH <br /> Sta. 17+65 (9' Rt) S.S. 1 EACH a. 23+95 (2' Lt) S.S. 1 EACH <br /> QIJOntlt 2 EAC 86 (CL) S.S. 1 EACH +72 (5' Rt) S.S. 1 EACH <br /> Location Y Sanquinetti Lane Sta. 18+35 (CL) S.S. 1 EACH 8 EACH <br /> Funston Avenue Ste. 13+30 (18' Lt.) S.S. Ste. 20+73 (4' Lt.) S.S. i EACH R iIn {U�e <br /> Ste. 14+96 (1' Rt.) Storm 1 EACH Ste. 16+80 (18' Lt. EACH Ste. 23+23 (CL) S.S. 1 EACH Ste. 12+ .S. 1 EACH <br /> Stu. 20+35 (CL.) Storm 1 EACH Ste. 20+35 (18' 1 EACH Ste. 24+99 (7' Rt) S.S. 1 EACH Ste. 14+83 ( 1 EACH <br /> Ste. 24+85 (1' Rt.) Storm 1 EACH Ste. 23+80 S.S. 1 EACH Ste. 27+80 (CL) S.S. 1 EACH Ste. 18+15 (17' 1 EACH <br /> Ste. 29+92 (3' Lt.) Storm 1 EACH Ste. 27 Lt.) S.S. 1 EACH Ste. 32+30 (CL) S.S. 1 EACH Ste. 19+78 (5' Lt) S. CH <br /> Orwood Street 4 EACH St (18' Lt.) S.S. 1 EACH Ste. 35+55 (CL) S.S. 1 EACH <br /> Ste. 15+80 (CL.) Storm 1 EACH 6 EACH 8 EACH Total 45 EA <br /> Bishop Street <br /> Ste. 15+82 (CL.) Storm 1 EACH <br /> Sanquinetti Lane <br /> Ste. 16+83 (6' Rt.) Storm 1 EACH <br /> F Ste. 23+95 (5' Rt.) Storm 1 EACH <br /> m Ste. 32+40 (5' Rt.) Storm 1 EACH <br /> A <br /> m 3 EACH <br /> v o Total 9 EACH <br /> COUNTY OF SAN JOAQUIN I NO SCALE SUMMARY OF QUANTITIES WEST JACKSON HEIGHTS/ALPINE HEIGHTS RESURFACING Sheet No. <br /> 20 of 22 <br /> DRAWN BY GATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> lw-/, Timm,...:.. i°�s/ �Z�¢ /UOS 01dwit� r0 le Z�e4 <br />