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ADJUST FRAME AND COVER ASPHALT CONCRETE MINOR CONCRETE <br /> AND FRAME AND GRATE (MISCELLANEOUS AREAS) (CURB, GUTTER, AND SIDEWALK) <br /> 0.50' THICK <br /> Location Quantity Locations Quantity Location Quantity <br /> D STREET D STREET <br /> Sta 11 +49 (SDMH Frame & Cover) 1 Each Sta 10+ 14 to Sta 14+50 203 SY D STREET <br /> Sta 10+09 To Sta 10+45 36 LF <br /> Sta 26+82 (SDMH Frame & Cover) 1 Each Sta 14+50 to Sta 16+84 214 SY Sta 10+45 To Sta 11 +78 134 LF <br /> Sta 27+02 ( 18" SDI Frame & Grate) 1 Each Sta 20+88 to Sta 27+21 416 SY Sta 11 +78 To Sta 16+40 462 LF <br /> TOTAL 3 Each Sta 26+97 to Sta 27+32 25 SY SE Corner 1 1 th and D Street 56 LF <br /> Driveway Transitions 19 SY NE Corner 11 th and D Street 75 LF <br /> TOTAL 877 SY Sta 17+69 To Sta 26+97 928 LF <br /> TOTAL 1691 LF <br /> RELOCATE ROADSIDE SIGN <br /> Location Quantity ASPHALT CONCRETE(MISCELLANEOUS AREAS) <br /> D STREET 0. 80' THICK 24" DIA. FRAME AND COVER <br /> Sta 10+5335' Rt) 1 Each Locations Quantity <br /> Sta 11 + 14 ((27' Rt) * 1 Each Location Quantity <br /> Sta 16+40 (23' Rt) 1 Each D STREET <br /> Sta 17+21 (52' Rt) * 1 Each Sta 17+05 to Sta 20+88 303 SY D STREET <br /> Sta 22+84 ( 18' Rt) 1 Each Sta 17+50 (21 ' Rt) 1 Each <br /> Sto 26+69 ( 19' Rt) * 1 Each TOTAL 303 SY <br /> Sta 27+01 (21 ' Rt) * 1 Each TOTAL 1 Each <br /> TOTAL 7 Each <br /> * New Post and Hardware Required 12" DIA. REINFORCED CONCRETE <br /> PIPE (CLASS III) FRAME AND GRATE (TYPE 1 ) <br /> IMPORTED BORROW Location Quantity <br /> Location Quantity D STREET Location Quantity <br /> D STREET Sta 17+50 to Sta 26+71 29 LF D STREET <br /> 21 ' Rt <br /> Thirteenth Street to Eleventh Street 40 CY TOTAL 29 LF Sta 17+65(3 Locations) Sta 15+50 (21 ' Rt) 1 Each <br /> 1 Each <br /> Eleventh Street to Ninth Street 30 CY ( ) <br /> TOTAL 70 CY Sta 20+00 (21 ' Rt) 1 Each <br /> Sto 26+71 (21 ' Rt) 1 Each <br /> TOTAL 4 Each <br /> TYPE 1 CURB INLET CATCH <br /> ROADWAY EXCAVATION BASIN <br /> Location Quantity Location Quantity <br /> D STREET <br /> D STREET Sta 15+50 (21Rt) 1 Each <br /> Sta 10+09 to Sta 12+00 22 CY ** Sta 17+50 (21 ' Rt) 1 Each <br /> Sta 12+00 to Sta 13+00 22 CY Sta 17+65 21 ' Rt 1 Each <br /> Sta 13+00 to Sta 14+00 28 CY Sta 20+00 21 ' Rt 1 Each <br /> Sta 14+00 to Sta 14+54 16 CY Sta 26+71 21 ' Rt 1 Each <br /> Sta 14+54 to Sta 16+00 53 CY TOTAL 5 Each <br /> Sta 18+00 to Sta 19+00 21 CY <br /> Sta 19 +00 to Sta 20+00 17 CY ** 24" Dia MH (Storm Drain) <br /> Sto 20+00 to Sta 21 +00 19 CY <br /> Sta 21 +00 to Sta 22+00 24 CY co <br /> Sta 22+00 to Sta 24+00 36 CY z <br /> Sta 24+00 to Sta 25+00 10 CY <br /> Sto 25+00 to Sta 27+32 12 CY <br /> SE Bulb Out 40 CY a <br /> NE Bulb Out 47 CY <br /> TOTAL 367 CY Lj- <br /> w <br /> U) <br /> 0 <br /> w <br /> Q <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE APPROVAL RECOMMENDED DATE <br /> Joshua Tu 4107 �y � q�zo �o7 y�,��o� � ��� 41��7 COUNTY OF SAN JOAQUIN NO SCALE SUMMARY OF QUANTITIES D STREET IMPROVEMENTS SHEET No. o <br /> (THIRTEENTH STREET TO NINTH STREET) 9 OF 9 af <br />