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DRAWN BY <br />Enrique Siva <br />DRAWER <br />P <br />DUST CONTROL (NON --WORKING HOURS) <br />Location Quantity (EA) <br />Project Limits 36 <br />PORTABLE CHANGEABLE MESSAGE SIGN <br />Location Quantity (EA) <br />Various Locations 6 <br />Location Quantity (CY) <br />South of Hammer Lane 4,712 <br />EARTHWORK (ROADWAY WIDENING) <br />Location Quantity (SQYD) <br />South of Hammer Lane (Excluding Widening 107 <br />within Roadway Excavation Limits) <br />North of Hammer Lane 1,059 <br />Total 1,166 <br />8" GATE VALVE <br />Location <br />32+17 <br />Quantity (EA) <br />Sta <br />53+71 <br />33' <br />(Lt) 1 <br />Sta <br />53+74 <br />30' <br />(Lt) 1 <br />Sta <br />53+74 <br />36' <br />(Lt) 1 <br />Sta <br />53+77 <br />33' <br />(Lt) 1 <br />Sta <br />57+21 <br />30' <br />(Lt) 1 <br />Sta <br />57+24 <br />27' <br />(Lt) 1 <br />Sta <br />57+24 <br />33' <br />(Lt) 1 <br />Sta <br />57+27 <br />30' <br />(Lt) 1 <br />Sta <br />60+72 <br />30' <br />(Lt) 1 <br />Sta <br />60+75 <br />27' <br />(Lt) 1 <br />Sta <br />60+75 <br />33' <br />(Lt) 1 <br />Sta <br />60+78 <br />30' <br />(Lt) 1 <br />Sta <br />64+00 <br />30' <br />(Lt) 1 <br />Sta <br />64+00 <br />38' <br />(Lt) 1 <br />Sta <br />64+02 <br />7 <br />(Lt) 1 <br />Sta <br />64+04 <br />9' <br />(Lt) 1 <br />57+31 <br />56' Rt 1 <br />Sta <br />Total 16 <br />SLURRY SEAL (TYPE II) <br />Location Quantity (SQYD) <br />EI Camino Avenue and side streets 5,838 <br />DATE <br />6/4/21 <br />SHEET No. <br />2 2 <br />DRIVEWAYS (TYPE D) <br />Location Quantity (SQYD) <br />5+80 Rt Meadow Avenue 22 <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity (TON) <br />South of Hammer Lane 7,426 <br />North of Hammer Lane (Overlay) 1,646 <br />Trenching North of Hammer Lane (SD & Water Lines) 399 <br />Miscellaneous Areas (Driveways) 38 <br />Along Minor Concrete 649 <br />Pavement Repair 200 <br />Total 10,358 <br />PLACE HOT MIX ASPHALT <br />(MISCELLANEOUS AREAS) <br />Location Quantity (SQYD) <br />South of Hammer Lane 120 <br />North of Hammer Lane 1,178 <br />Driveways 188 <br />Total 1,486 <br />COLD PLANE PAVEMENT <br />Location Quantity (SQYD) <br />South of Hammer Lane 1,170 <br />North of Hammer Lane 8,699 <br />Total 9,869 <br />I Location Quantity (SQYD) I <br />Various Locations <br />.tt <br />8" POLYVINYL CHLORIDE PIPE (AWWA-C-900) <br />Location Quantity (LF) <br />Various Locations 2,000 <br />12" REINFORCED CONCRETE PIPE <br />(CLASS IV) <br />Location <br />32+17 <br />(29' <br />Lt) 1 <br />Quantity (LF) <br />Sta 30+75 <br />to <br />Sta <br />38+25 <br />321 <br />Sta 38+28 <br />to <br />Sta <br />46+00 <br />100 <br />Sta 46+00 <br />to <br />Sta <br />54+80 <br />241 <br />Sta 54+80 <br />to <br />Sta <br />63+25 <br />572 <br />Sta 63+25 <br />to <br />Sta <br />67+60 <br />245 <br />EI Camino Avenue <br />EI Camino Ave 1 <br />Sta <br />140 <br />Tota 1 1,619 <br />24" REINFORCED CONCRETE PIPE <br />(CLASS IV) <br />Location Quantity (LF) <br />Sta 53+64 to Sta 64+10 1,050 <br />30" REINFORCED CONCRETE PIPE <br />(CLASS IV) <br />Location Quantity (LF) <br />El Camino Avenue <br />Sta 35+82 to Sta 49+82 1,384 <br />36" REINFORCED CONCRETE PIPE <br />(CLASS IV) <br />I Location Quantity (LF) I <br />EI Camino Avenue <br />Sta 35+25 to Sta 35+80 <br />54 <br />MAINTENANCE HOLE <br />(STORM DRAIN) (TYPE 1) <br />Location Quantity (EA) <br />Sta <br />32+17 <br />(29' <br />Lt) 1 <br />Sta <br />41+55.5 <br />(14' <br />Lt) 1 <br />Sta <br />53+62 <br />(13' <br />Lt) 1 <br />Sta <br />56+89 <br />(13' <br />Lt) 1 <br />Sta <br />58+75 <br />(13' <br />Lt) 1 <br />Sta <br />60+39 <br />(13' <br />Lt) 1 <br />Sta <br />64+29 <br />(13' <br />Lt) 1 <br />Sta <br />35+82 <br />(3' Rt) <br />EI Camino Ave 1 <br />Sta <br />42+60 <br />(3' Rt) <br />EI Camino Ave 1 <br />Sta <br />45+42 <br />(3' Rt) <br />EI Camino Ave 1 <br />Sta <br />49+39 <br />(3' Rt) <br />EI Camino Ave 1 <br />61.3 Lt 1 <br />Sta <br />53+84 <br />Total 11 <br />'ON 1:13HS I �111MVWI <br />CURB INLET CATCH BASIN (TYPE 1) <br />Location Quantity (EA) <br />Sta <br />31+92 <br />32.4' Lt 1 <br />Sta <br />33+00 <br />25' Lt 1 <br />Sta <br />31+91 <br />31.7' Rt 1 <br />Sta <br />32+96 <br />25' Rt 1 <br />Sta <br />34+92 <br />25' Rt 1 <br />Sta <br />37+73 <br />25' Lt 1 <br />Sta <br />37+73 <br />25' Rt 1 <br />Sta <br />40+33 <br />25' Lt 1 <br />Sta <br />41+56 <br />25' Lt 1 <br />Sta <br />40+45 <br />25' Rt 1 <br />Sta <br />41+68 <br />25' Rt 1 <br />Sta <br />46+57 <br />30' Lt 1 <br />Sta <br />46+41 <br />25' Rt 1 <br />Sta <br />47+44 <br />25' Rt 1 <br />Sta <br />53+50 <br />61.3 Lt 1 <br />Sta <br />53+84 <br />61' Lt 1 <br />Sta <br />53+47 <br />55' Rt 1 <br />Sta <br />53+81.5 <br />55' Rt 1 <br />Sta <br />56+99.5 <br />56' Lt 1 <br />Sta <br />57+33.5 <br />56' Lt 1 <br />Sta <br />56+97 <br />56' Rt 1 <br />Sta <br />58+75 <br />21' Lt 1 <br />Sta <br />57+31 <br />56' Rt 1 <br />Sta <br />58+75 <br />21' Rt 1 <br />Sta <br />60+50 <br />56' Lt 1 <br />Sta <br />60+83.5 <br />55' Lt 1 <br />Sta <br />60+47 <br />56' Rt 1 <br />Sta <br />60+81 <br />56' Rt 1 <br />Sta <br />63+93 <br />56' Lt 1 <br />Sta <br />64+27.5 <br />56' Lt 1 <br />Sta <br />63+91 <br />56' Rt 1 <br />Sta <br />64+25 <br />57' Rt 1 <br />Total 32 <br />18" STORM DRAIN INLET <br />Location Quantity (EA) <br />Sta 32+28 60.2' Rt Meadow Ave 1 <br />Sta 32+28 92.3' Rt Meadow Ave 1 <br />Sta 67+33.5 25' Lt 1 <br />Sta 67+71.5 16' Lt 1 <br />Total 4 <br />RECONSTRUCT SANITARY SEWER <br />MAINTENANCE HOLE <br />Location Quantity (EA) <br />Sta 32+55 (23' Lt) 1 <br />Sta 32+55 (23' Rt) 1 <br />Sta 40+72 (25' Lt) 1 <br />Total 3 <br />RECORD DRAWING <br />Corrections By <br />No Changes ey, <br />Date _ -7 - Z - 211 <br />Any Person Using This Drawing Should Verify <br />Afl Information By Inspecting The Site Of Work <br />PROJECT ENGINEER DATE � CHECKED BY DATE 6f4/Z1 PERSHING AVENUE WIDENING SNOET SHCEETS <br />TAL <br />6/4/21 � COUNTY of SAN JC3AQUIN NO SCALE SUMMARY OF QUANTITIES Meadow Avenue to Thornton Road <br />�, ( ) 19—R 21 <br />