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F_ <br />rn <br />PORTABLE CHANGEABLE MESSAGE SIGN <br />Location Quantity (EA) <br />Kirk Avenue 1 <br />Delano Avenue 2 <br />Ryde Avenue 1 <br />Total 4 <br />DUST CONTROL <br />(NON—WORKING HOURS) <br />Location Quantity (EA) <br />Sta 10+13 to Sta 26+33 Total 20 <br />ROADWAY EXCAVATION <br />Location Quantity (CY) <br />Sta 10+13 to Sta 19+74 1,446 <br />Sta 19+93 to Sta 26+33 1,012 <br />Total 2,459 <br />SUBGRADE ENHANCEMENT <br />GEOTEXTILE (CLASS 132) <br />Location Quantity (SQYD) <br />Sta 10+13 to Sta 19+70 3,113 <br />Sta 19+97 to Sta 26+33 2,095 <br />Tota 1 5,208 <br />Z <br />O <br />COUNTY OF SAN <br />DRAWN BY DATE <br />JOAQUIN <br />PR <br />OJECT <br />ENGINEER <br />MINOR CONCRETE <br />(%,URB, GUTTER AINID SIDEWALm) <br />Location <br />Quantity <br />(LF) <br />Sta <br />10+18 <br />to <br />Sta <br />10+36 <br />(Lt) <br />(Curb Ramp) <br />18 <br />Sta <br />10+20 <br />to <br />Sta <br />10+37 <br />(Rt) <br />(Curb Ramp) <br />17 <br />Sta <br />24+75 <br />to <br />Sta <br />25+05 <br />(Rt) <br />30 <br />Sta <br />25+39 <br />tp <br />Sta <br />26+00 <br />(Rt) <br />61 <br />Total <br />126 <br />*Max Payment Width for <br />Maintain Existing Lawn (Sod) <br />18" <br />Brush <br />Finish <br />CLASS 2 AGGREGATE BASE <br />Location Quantity (ION) <br />Sta 10+13 to Sta 19+74 1,405 <br />Sta 19+93 to Sta 26+33 986 <br />Total 2,391 <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity (TON) <br />Mainline Total 1,783 <br />15" 9„_ice <br />i <br />1 New CG&S <br />Curb Height Varies, <br />-4„t Match Existing <br />Adjacent Curb <br />2 ♦ 6” Cross Section <br />12” <br />Place Lawn (Sod) as required 6 j <br />to restore adjacent areas (TYP)� <br />4" Min Class IV 6" 6" Six 5/8" X 24" long steel <br />Aggregate Base dowels greased and wrapped one <br />compacted to a Min side through every expansion joint. <br />relative compaction of 90% <br />hECORD ®RAVVIING O Radius — 16" <br />h6 chaitv��A <br />Date <br />!t€L ?r e iia T <br />All illfor'eiladoti By �r���v+e� s�� Ys� v 3e� _�� °��� �� S TYPE CURB. GUTTER AND SIDEWALK DETAIL <br />R&D Existing Curb, Gutter and Sidewalk (CG&S). <br />Place New CG&S as directed on the plans. <br />*Damage to sprinkler systems shall be repaired within 24 hours at Contractor's expense. <br />NOTES: <br />1. Curb, Gutter and Sidewalk shall have a fine <br />brush finish. <br />2. Maintain Existing Lawn (Sod) will be paid under <br />the Minor Concrete (Curb, Gutter and Sidewalk) <br />item of work. <br />NO SCALE DETAILS AND WEST COUNTRY CLUB RECONSTRUCTION, PHASE 9 sheet No. <br />SUMMARY OF QUANTITIES (De Ovan Avenue: Kirk Avenue to Ryde Avenue) 10 of 10 <br />DATE CHECKED DATE <br />11 <br />A�. 7.4, "//720 <br />