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z <br />0 <br />DUST CONTROL <br />(NON—WORKING HOURS) <br />Location Quantity <br />Project Limits 22 Each <br />Total 22 Each <br />PAVEMENT REPAIR <br />Location Quantity <br />q,9 Locations throughout project l 1% SQYD <br />Total l� 1�/ SQYD <br />ADJUST FRAME AND COVER <br />Location Quantity <br />1 Each <br />1 Each <br />Eaefi <br />1 Each <br />1 Each <br />1 Each <br />1 Each <br />1 Each <br />1 Each <br />1 Each <br />1 Each <br />Total @ a Each <br />-PROJECT ENGINEER <br />ADJUST FRAME AND GRATE <br />(STORM DRAIN INLET) <br />Location Quantity_ <br />La Jolla Drive <br />Sta 22+43 (15' Lt) 1 Each <br />Total 1 Each <br />ROADWAY EXCAVATION <br />Location Quantity <br />La Jolla Drive <br />Sta 9+62 to Sto 25+09 1,579 CY <br />Total 1,579 CY <br />SUBGRADE ENHANCEMENT <br />GEOTEXTILE (CLASS 132) <br />Location Quantity <br />La Jolla Drive <br />Sta 9+62 to Sta 25+09 5,685 SQYD <br />Total 5,685 SQYD <br />GEOGRI'D (TRIAXIAL) <br />Location Quantity <br />La Jolla Drive <br />Sto 9+62 to Sta 25+09 5,685 SQYD <br />Total 5,685 SQYD <br />CLASS 2 AGGREGATE BASE <br />Location Quantity <br />La Jolla Drive <br />Sto 9+62 to Sta 25+09 947 CY <br />Total 947 CY <br />SLURRY SEAL (TYPE II) <br />Location Quantity <br />Hogue <br />Avenue <br />La Jolla Drive <br />Sta 10+70 <br />to 14+87 <br />Dennis <br />Storm Drain Manhole <br />RECONSTRUCT <br />Sta <br />9+77 <br />(23' <br />Lt) <br />Sto <br />12+76 <br />(22' <br />Lt) <br />to 13+66 <br />Hogue <br />&Nina Avenues: <br />Sta <br />18+45 <br />(21' <br />Lt) <br />Sto <br />22+66 <br />(5' <br />Rt) <br />Drive: <br />Sanitary Sewer Manhole <br />Sto <br />10+00 <br />(5' <br />Lt) <br />Sto <br />12+76 <br />(50 <br />Lt) <br />Sto <br />15+63 <br />(50 <br />Lt) <br />Sta <br />18+46 <br />(2' <br />Lt) <br />Sta <br />22+61 <br />(6' <br />Lt) <br />Lamphole <br />Sta <br />24+76 <br />(5' <br />Lt) <br />1 Each <br />1 Each <br />Eaefi <br />1 Each <br />1 Each <br />1 Each <br />1 Each <br />1 Each <br />1 Each <br />1 Each <br />1 Each <br />Total @ a Each <br />-PROJECT ENGINEER <br />ADJUST FRAME AND GRATE <br />(STORM DRAIN INLET) <br />Location Quantity_ <br />La Jolla Drive <br />Sta 22+43 (15' Lt) 1 Each <br />Total 1 Each <br />ROADWAY EXCAVATION <br />Location Quantity <br />La Jolla Drive <br />Sta 9+62 to Sto 25+09 1,579 CY <br />Total 1,579 CY <br />SUBGRADE ENHANCEMENT <br />GEOTEXTILE (CLASS 132) <br />Location Quantity <br />La Jolla Drive <br />Sta 9+62 to Sta 25+09 5,685 SQYD <br />Total 5,685 SQYD <br />GEOGRI'D (TRIAXIAL) <br />Location Quantity <br />La Jolla Drive <br />Sto 9+62 to Sta 25+09 5,685 SQYD <br />Total 5,685 SQYD <br />CLASS 2 AGGREGATE BASE <br />Location Quantity <br />La Jolla Drive <br />Sto 9+62 to Sta 25+09 947 CY <br />Total 947 CY <br />SLURRY SEAL (TYPE II) <br />Location Quantity <br />Hogue <br />Avenue <br />EAST <br />Sta 10+70 <br />to 14+87 <br />Dennis <br />Avenue <br />RECONSTRUCT <br />Sta 10+45 <br />to 15+16 <br />Delaware Avenue <br />Sta 10+45 <br />to 14+39 <br />Nina Avenue <br />Sta 10+45 <br />to 13+66 <br />CRY of <br />EAST <br />COUNTRY <br />CLUB <br />RECONSTRUCT <br />TITIES <br />(Delaware, <br />Dennis, <br />Hogue <br />&Nina Avenues: <br />La <br />Jolla <br />Drive <br />to <br />North <br />End; Lo Jolla <br />Drive: <br />1,460 SQYD <br />1,684 SQYD <br />1,390 SQYD <br />1,118 SQYD <br />Total 5,652 SQYD <br />PHASE 1 sheet Ivo. <br />Avenue to Stockton City Limii)' 9 of 10 <br />