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3 <br />� <br />AND COVER <br />3.52 <br />Location <br />a <br />�xg <br />Sta <br />54+11 <br />0.90 <br />° <br />EA <br />y <br />107+68 <br />o <br />1 <br />3 <br />- <br />v <br />(Alpine) <br />1 <br />ET <br />Sta <br />m <br />Sta 28+18 <br />1 <br />EA <br />Sta <br />r <br />(Locust Tree) <br />1 <br />EA <br />> <br />187+35 <br />SQYD <br />1 <br />o' <br />Sta <br />m <br />v <br />m <br />PORTABLE CHANGEABLE <br />MESSAGE SIGN <br />Location Quantity <br />Sta 9+87 to Sta 226+75 41A -,d EA <br />Total if 603'EA <br />PAVEM ENT REPAIR <br />Location Quantity <br />151 Locations-20468,SQYD <br />� <br />Total 2,468•SQYD <br />PLANI NG ASPHALT CONCRETE <br />PAVEMENT <br />Location Quantity <br />Sta 9+87 to Sta 10+37 144 SQYD <br />Sta 20+98 to Sta 24+04 884 SQYD <br />Sta 1&1's Z to Sta 27+611 51;3r8,SQYD <br />Sta 27+73 to Sta a@M 3O*!M 164eILSQYD <br />Sta 72+40 to Sta 75+20 809 SQYD <br />Sta 221+20 to Sta 225+00 1,098 SQYD <br />Sta 225+00 to Sta 226+$4 .565-642 SQYD <br />Well Lane 97 SQYD <br />Curry Ave (South leg) 107 SQYD <br />Teckleburg Rd 65 SQYD <br />Vintage Rd 42 SQYD <br />Apline Road (North leg) 131 SQYD <br />Apline Road (South leg) 73 SQYD <br />Locust Tree Rd (North leg) 78 SQYD <br />Locust Tree Rd (South leg) 72 SQYD <br />Tretheway Rd 75 SQYD <br />Total &SQYD <br />EARTHWORK <br />(MISCELLANEOUS AREAS) <br />Location Quantity <br />Sta 21+02 to Sta 22+02 1 STA <br />Total 1 STA <br />SHOULDER BACKING <br />Location <br />Sta 9+87 t0 Sta 22 <br />Quantity <br />2,798 TON <br />Total 21798 TON <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />41 Locations 10 <br />055 SQYD <br />Total 1,055 SQYD <br />DRIVEWAY (TYPE E) <br />Location Quantity <br />82 Locations 50238 SQYD <br />Total 5,238 SQYD <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Vincent�2i iolm �j,��.0 �,� vz,s/ <br />PENETRATION TREATMENT <br />Location Quantity <br />21 Locations 10468 SQYD <br />Total 11468 SQYD <br />CRACK TREATMENT (TYPE 3) <br />Location Quantity <br />Sta <br />ADJUST FRAME <br />(MONUMENT) <br />AND COVER <br />3.52 <br />Location <br />LNMI <br />Quantity <br />Sta <br />54+11 <br />0.90 <br />1 <br />EA <br />Sta <br />107+68 <br />(Alpine) <br />1 <br />EA <br />Sta <br />112+65 <br />(Alpine) <br />1 <br />EA <br />Sta <br />134+46 <br />Sta 28+18 <br />1 <br />EA <br />Sta <br />160+92 <br />(Locust Tree) <br />1 <br />EA <br />Sta <br />187+35 <br />SQYD <br />1 <br />EA <br />Sta <br />213+69 <br />(Tretheway) <br />1 <br />EA <br />Sta 106+00 <br />to <br />Sta 113+22 <br />Total 7 <br />EA <br />EARTHWORK <br />(MISCELLANEOUS AREAS) <br />Location Quantity <br />Sta 21+02 to Sta 22+02 1 STA <br />Total 1 STA <br />SHOULDER BACKING <br />Location <br />Sta 9+87 t0 Sta 22 <br />Quantity <br />2,798 TON <br />Total 21798 TON <br />DRIVEWAY (TYPE D) <br />Location Quantity <br />41 Locations 10 <br />055 SQYD <br />Total 1,055 SQYD <br />DRIVEWAY (TYPE E) <br />Location Quantity <br />82 Locations 50238 SQYD <br />Total 5,238 SQYD <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Vincent�2i iolm �j,��.0 �,� vz,s/ <br />PENETRATION TREATMENT <br />Location Quantity <br />21 Locations 10468 SQYD <br />Total 11468 SQYD <br />CRACK TREATMENT (TYPE 3) <br />Location Quantity <br />Sta <br />9+87 <br />to Sta 103+00 <br />3.52 <br />Sta 73+57 <br />LNMI <br />Sta <br />103+00 <br />to 'Sta 118+80 <br />0.90 <br />Quantity <br />LNMI <br />Sta <br />118+80 <br />to Sta 221+20 <br />3.88 <br />SQYD <br />LNMI <br />Sta 24+04 <br />to <br />Total <br />8.30 <br />SQYD <br />LNMI <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity <br />MainlineResurfacing 100846 TON <br />Intersections 298 TON <br />Pavement Repair 822 TON <br />Driveway 388 TON <br />Total 12,354 TON <br />GEOSYNTHETICPAVEMENT INTERLAYER <br />(Lt) <br />16 <br />(PAVING FABRIC) <br />Sta 73+57 <br />(Rt) <br />16 <br />Location <br />Sta 74+27 <br />(Rt) <br />Quantity <br />SQFT <br />Sta 10+87 <br />to <br />Sta 20+98 <br />2,696 <br />SQYD <br />(Lt) <br />Sta 24+04 <br />to <br />Sta 27+22 <br />848 <br />SQYD <br />SQFT (F) <br />Sta 28+18 <br />to <br />Sta 72+40 <br />11,792 <br />SQYD <br />Sta 75+20 <br />to <br />Sta 103+00 <br />71413 <br />SQYD <br />4 <br />Sta 103+00 <br />to <br />Sta 106+00 <br />1,033 <br />SQYD <br />Sta 106+00 <br />to <br />Sta 113+22 <br />2,808 <br />SQYD <br />Sta 113+22 <br />to <br />Sta 118+80 <br />10922 <br />SQYD <br />Sta 118+80 <br />to <br />Sta 221+20 <br />27,307 <br />SQYD <br />Total <br />55,819 <br />SQYD <br />SUMMARY ®F QUANTITIES <br />CHECKED DATE <br />MINOR CONCRETE <br />(MISCELLANEOUS AREAS) <br />Location Quantity <br />Sta 73+57 <br />(Lt) <br />16 <br />SQFT <br />Sta 73+57 <br />(Rt) <br />16 <br />SQFT <br />Sta 74+27 <br />(Rt) <br />16 <br />SQFT <br />Sta 107+43 <br />(Lt) <br />21 <br />SQFT <br />Sta 107+93 <br />(Lt) <br />21 <br />SQFT <br />1 <br />Total <br />90 <br />SQFT (F) <br />(F) denotes <br />Final Pay Quantity <br />EA <br />Sta <br />KETTLEMAN LANE RESURFACING <br />(Lodi City Limits to State Highway Route 88) <br />Sheet No. <br />9 of 9 <br />PLACE MONUMENT <br />FRAME <br />Location <br />AND COVER <br />Sta <br />224+25 <br />Location <br />1 EA <br />Quantity <br />Sta <br />14+00 <br />(Wells Lane) <br />1 <br />EA <br />Sta <br />60+77 <br />(Tecklenburg) <br />1 <br />EA <br />Sta <br />67+47 <br />(Vintage) <br />1 <br />EA <br />Sta <br />80+85 <br />1 <br />EA <br />Total <br />4 <br />EA <br />KETTLEMAN LANE RESURFACING <br />(Lodi City Limits to State Highway Route 88) <br />Sheet No. <br />9 of 9 <br />DETECTOR LOOP <br />Location <br />Quantity <br />Sta <br />224+25 <br />(Rt) <br />1 EA <br />Sta <br />226+17 <br />(Rt) <br />1 EA <br />Sta <br />226+33 <br />(Rt) <br />1 EA <br />Sta <br />222+69 <br />(Rt) <br />1 EA <br />Total <br />4 EA <br />KETTLEMAN LANE RESURFACING <br />(Lodi City Limits to State Highway Route 88) <br />Sheet No. <br />9 of 9 <br />