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PAVEMENT REPAIR <br />Location Quantity <br />76 Locations 1,030 SY <br />(Throughout Project) <br />PLANING ASPHALT CONCRETE <br />PAVEMENT <br />Location Quantity <br />Sta 53+20 to Sto 53+35 137 SY <br />Sto 119+55 to Sta 119+75 225 SY <br />Total 362 SY <br />ADJUST FRAMES AND COVERS <br />(MONUMENT) <br />Location <br />Quantity <br />Sta 79+60 <br />1 Each <br />Sta 106+07 <br />1 Each <br />Sto 119+65 <br />1 Each <br />Total 3 Each <br />ADJUST FRAMES AND COVERS <br />TRAFFIC DETECTOR HANDHOLE <br />Location Quantity <br />Sta 116+18 (15' Rt) 1 Each <br />Sto 117+84 (15' Rt) 1 Each <br />Sta 119+28 (14' Rt) 1 Each <br />Sta 119+45 (27' Rt) 1 Each <br />Total 4 Each <br />RELOCATE ROADSIDE SIGNS <br />Location Quantity <br />Sta 53+71 (Lt) 1 Each <br />Sto 58+20 (Lt) 1 Each <br />Sta 114+30 (Rt) 1 Each <br />Total 3 Each <br />EARTHWORK <br />.-....(MISCELLANEOUS AREAS <br />Location Quantity <br />Sta 53+51 to Sta 119+35 (Lt) 65.84 Sta <br />Sta 53+54 to Sta 119+ 18 (Rt) 65.64 Sta <br />DRAWN BY DATE <br />���. 1111❑ <br />FILE NAME DRAWER <br />PROJECT ENGINEER DATE <br />SHEET NO. <br />4-1Al <br />• W <br />Total 131.48 Sta <br />CHECKED DATE APPROVAL RECOMMENDED <br />ACAD REVISIONS <br />I IMPORTED BORROW I <br />Location Quantity <br />Sto 53+20 to Sto 119+75 534 CY <br />SHOULDER BACKING <br />Location Quantity <br />Sta 53+20 to Sto 119+75 752 Tons <br />I DRIVEWAY (TYPE D) I <br />Location Quantity <br />40 Locations 1,162 SY <br />D R IVEINAY(TYPE E) <br />Location Quantity <br />6 Locations 157 SY <br />PENETRATION TREATMENT <br />Location Quantity <br />Intersection (4 Locations) 138 SY <br />Relocated Mailbox (28 Locations) 106 SY <br />Total 244 SY <br />ASPHALT CONCRETE (TYPE B) <br />Location Quantity <br />Mainline Resurfacing 2,366 Tons <br />Roadway Widening 1,297 Tons <br />Pavement Repair 206 Tons <br />Driveways 248 Tons <br />Place Asphalt Concrete (Misc Areas) 2 Tons <br />Tota 1 4,119 Tons <br />ASPHALT CONCRETE (TYPE B) <br />LEVELING <br />Location Quantity <br />Sta 53+51 to Sto 119+35 2,095 Tons <br />DATE <br />COUNTY OF SAN JOAQUIN <br />DATE <br />PLACE ASPHALT CONCRETE <br />(MISCELLANEOUS AREAS) <br />Location Quantity <br />12 Locations 11 SY <br />PAVEMENT REINFORCING FABRIC <br />Location Quantity <br />Sta 53+20 to Sto 119+75 17,747 SY <br />12" DIAMETER CORRUGATED <br />STEEL PIPE 0.079" THICK) <br />Location Quantity <br />34 Locations 1,556 LF <br />18" DIAMETER CORRUGATED <br />STEEL PIPE 0.109" THICK <br />Location Quantity <br />2 Locations 106 LF <br />24" DIAMETER CORRUGATED <br />STEEL PIPE 0.109" THICK) <br />Location Quantity <br />2 Locations 16 LF <br />21" x 15" CORRUGATED <br />STEEL PIPE ARCH 0.109" THICK) <br />Location Quantity <br />3 Locations 50 LF <br />INSTALL ROADSIDE SIGNS <br />Location Quantity <br />Sta 53+75 (Rt) 1 Each <br />Sta 118+00 (Lt) 1 E=ach <br />Tota 1 2 Each <br />'ON 133HS I 83MV` J0 <br />18" DIAMETER STORM <br />DRAIN INLET <br />Location <br />Location <br />Quantity <br />Sta <br />59+98 <br />(22' <br />Lt) <br />1 Each <br />Sta <br />60+42 <br />(20' <br />Lt) <br />1 Each <br />Sta <br />61+27 <br />(20' <br />Lt) <br />1 Each <br />Sta <br />62+15 <br />(20' <br />Lt) <br />1 Each <br />Sta <br />63+15 <br />(21' <br />Lt) <br />1 Each <br />Sta <br />81+85 <br />(24' <br />Lt) <br />1 Each <br />Sta <br />116+00 <br />(24' <br />Rt) <br />1 Each <br />Sta <br />117+00 <br />(24' <br />Rt) <br />1 Each <br />Sta <br />118+00 <br />(24' <br />Rt) <br />1 Each <br />Sta <br />118+55 <br />(21' <br />Rt) <br />1 Each <br />Total 10 Each <br />24" DIAMETER STORM DRAIN INLET <br />Location Quantity <br />Sto 53+30 (46' Lt) 1 Each <br />Sta 53+62 (21' Lt) 1 Each <br />Total 2 Each <br />FRAME AND GRATE 24" SDI <br />Location Quantity <br />Sta 53+30 (46' Lt) 1 Each <br />Sto 53+62 (21' Lt) 1 Each <br />Total 2 Each <br />RAW <br />W INo.38465 �o <br />�. <br />� a <br />Peter D. Martin <br />Registered Civil Engineer <br />ARMSTRONG ROAD IMPROVEMENTS SHEET TOTAL <br />NO SCALE SUMMARY OF QUANTITIES NO. SHEETS <br />(Davis Road to Lower Sacramento Road) 1 12 12 <br />FRAME AND GRATE <br />18" SDI) <br />Location <br />Quantity <br />Sta <br />59+98 <br />(22' <br />Lt) <br />1 Each <br />Sta <br />60+42 <br />(20' <br />Lt) <br />1 Each <br />Sta <br />61+27 <br />(20' <br />Lt) <br />1 Each <br />Sto <br />62+15 <br />(20' <br />Lt) <br />1 Each <br />Sta <br />63+15 <br />(21 ' <br />Lt) <br />1 Each <br />Sta <br />81+85 <br />(24' <br />Lt) <br />1 Each <br />Sto <br />116+00 <br />(24' <br />Rt) <br />1 Each <br />Sta <br />117+00 <br />(24' <br />Rt) <br />1 Each <br />Sta <br />118+00 <br />(24' <br />Rt) <br />1 Each <br />Sta <br />118+55 <br />(21' <br />Rt) <br />1 Each <br />Total 10 Each <br />FRAME AND GRATE 24" SDI <br />Location Quantity <br />Sta 53+30 (46' Lt) 1 Each <br />Sto 53+62 (21' Lt) 1 Each <br />Total 2 Each <br />RAW <br />W INo.38465 �o <br />�. <br />� a <br />Peter D. Martin <br />Registered Civil Engineer <br />ARMSTRONG ROAD IMPROVEMENTS SHEET TOTAL <br />NO SCALE SUMMARY OF QUANTITIES NO. SHEETS <br />(Davis Road to Lower Sacramento Road) 1 12 12 <br />