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D <br />0 <br />PAVEMENT REPAIR <br />Location Quantity <br />47 Locations Throughout Project 845 SQYD <br />Total 845 SQYD <br />PLANING ASPHALT CONCRETE <br />PAVEMENT <br />Location <br />Quantity <br />Conforms <br />Rt) <br />Sto <br />Balsam Drive: (W End) <br />(10' <br />Rt) <br />Sta 40+00 to Sto 40+25 <br />179 <br />SQYD <br />Cole Drive: (S) <br />Sta <br />161 +35 <br />Sta 7+08 to Sta 7+33 <br />111 <br />SQYD <br />Mosher Drive: (W) <br />1 <br />EA <br />Sta 90+03 to Sta 90+28 <br />203 <br />SQYD <br />Quashnick Road: (W) <br />Mosher Drive: <br />EA <br />Sta 10+00 to Sta 10+25 <br />113 <br />SQYD <br />Quashnick Road: (E) <br />Sto <br />Sto 30+48 to Sta 30+73 <br />57 <br />SQYD <br />Intersections: <br />92+51 <br />(16' <br />Cosmos Drive: <br />Sta <br />94+83 <br />Sta 9+27 to Sta 9+52 <br />120 <br />SQYD <br />Dahlia Drive: <br />(15' <br />Lt) <br />Sta 9+29 to Sto 9+54 <br />120 <br />SQYD <br />Eastview Drive: (W/0 Freesia) <br />Sta <br />98+04 <br />Sta 81 +20 to Sta 81 +45 <br />141 <br />SQYD <br />Eastview Drive: (E/0 Freesia) <br />(12' <br />Lt) <br />Sta 82+36 to Sta 82+61 <br />142 <br />SQYD <br />Garnet Avenue: (S) (at Mosher) <br />Sto <br />103+36 <br />Sta 120+45 to Sto 120+70 <br />144 <br />SQYD <br />Garnet Avenue: (N) (at Quashnick) <br />(17' <br />Lt) <br />Sta 9+39 to Sta 9+64 <br />70 <br />SQYD <br />Hibiscus Road: (E) <br />Sta <br />105+87 <br />Sta 9+35 to Sta 9+60 <br />79 <br />SQYD <br />Mainline: (Along Gutter Pani <br />(17' <br />Lt) <br />Cole Drive: (W) <br />121 <br />SQYD <br />Cole Drive: (E) <br />121 <br />SQYD <br />Doyle Court: <br />281 <br />SQYD <br />Freesia Avenue: (W) <br />538 <br />SQYD <br />Freesia Avenue: (E) <br />583 <br />SQYD <br />Laron Court: <br />359 <br />SQYD <br />Mosher Drive: (S) <br />829 <br />SQYD <br />Mosher Drive: (N) <br />785 <br />SQYD <br />Mosher Court: <br />293 <br />SQYD <br />Total 5,390 <br />SQYD <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />ADJUST FRAME AND COVER <br />Location Quantity <br />Cole Drive: <br />Sta 7+48 (CL) <br />Doyle Court: <br />Sta 7+50 (CL) <br />Freesia Avenue: <br />Sta 140+51 (CL) <br />Sta 142+08 (CL) <br />Sta 143+57 (CL) <br />Laron Court: <br />Sta 13+41 (CL) <br />Mosher Court: <br />Sta 112+61 (CL) <br />Sta 113+21 (CL) <br />Mosher Drive: <br />Sta 90+18 (CL) <br />Sta 90+38 (CL) <br />Sto 94+72 (CL) <br />Sta 94+98 (CL) <br />Sta 98+22 (CL) <br />Sta 98+70 (CL) <br />Sto 103+48 (CL) <br />Sta 105+83 (CL) <br />Sta 108+97 (CL) <br />Sta 110+54 (CL) <br />Storm Drain Maintenance Hole <br />Balsam Drive: <br />Sta 49+46 (11' Lt) <br />Freesia Avenue: <br />Sta 146+71 (17' Lt) <br />Mosher Drive: <br />Sto 94+89 (4' Lt) <br />Sto 98+37 (5' Lt) <br />Sta 103+36 (5' Lt) <br />Sta 106+20 (5' Lt) <br />Sta 108+90 (6' Lt) <br />Water Valve <br />Balsam Drive: <br />Sta 58+96 (12' Rt) <br />Doyle Court: <br />Sta 7+35 (32' Rt) <br />Freesia Avenue: <br />Sta 146+10 (5' Rt) <br />Sta 146+41 (6' Rt) <br />Sto 146+81 (12' Rt) <br />Sta 148+40 (9' Rt) <br />Sta 151+61 (9' Rt) <br />Sta 154+56 (10' Rt) <br />Continued on next Column <br />EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />W <br />MW1 <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />ADJUST FRAME AND COVER (Continued) <br />Location Quantity <br />rom previous column <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 <br />uontinuea t <br />Sta <br />158+03 <br />(5' <br />Rt) <br />Sto <br />161 +23 <br />(10' <br />Rt) <br />Sta <br />161 +29 <br />(10' <br />Rt) <br />Sta <br />161 +35 <br />(6' <br />Rt) <br />Laron <br />Court: <br />1 <br />EA <br />Sto <br />13+54 <br />(1 1 ' <br />Lt) <br />Mosher Drive: <br />EA <br />1 <br />Sta <br />90+06 <br />(CL) <br />Sto <br />90+18 <br />(16' <br />Lt) <br />Sta <br />92+51 <br />(16' <br />Lt) <br />Sta <br />94+83 <br />(1 1 ' <br />Lt) <br />Sta <br />94+87 <br />(15' <br />Lt) <br />Sta <br />97+56 <br />(14' <br />Lt) <br />Sta <br />98+04 <br />(14' <br />Lt) <br />Sta <br />98+08 <br />(12' <br />Lt) <br />Sta <br />102+94 <br />(17' <br />Lt) <br />Sto <br />103+36 <br />(20' <br />Lt) <br />Sta <br />103+39 <br />(17' <br />Lt) <br />Sta <br />105+87 <br />(15' <br />Lt) <br />Sta <br />105+87 <br />(12' <br />Lt) <br />Sta <br />108+39 <br />(17' <br />Lt) <br />Sta <br />109+18 <br />(17' <br />Lt) <br />rom previous column <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />1 <br />EA <br />EARTHWORK (MISCELLANEOUS AREAS) <br />Location Quantity <br />Balsam Drive <br />Sta 40+40 to Sta 45+90 (Rt) 5.5 Sta <br />Total 5.5 Sto <br />NO SCALE ISUMMARY OF QUANTITIES IMORADA AREA STREETS RESURFACING <br />CHECKED DATE <br />Sheet No. <br />5 of 6 <br />