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ADJUST MANHOLE SHOULDER BACKING PAVEMENT REINFORCING <br /> FRAMES and COVERSFABRC <br /> Location Quantity Location Quantity Location Quantity <br /> Sta. 5+21f to Sta. 17+ 19f Rt. 53 Tons Sta. 4+75 to Sta. 5+00 67 S.Y. <br /> Sta. 4+83 Z 1 Each Sta. 5+00 to Sta. 21 +21 5,764 S.Y. <br /> Sta. 10+ 10 Rt. 1 Each Sta. 21 +21 to Sta. 25+29 1 ,632 S.Y. <br /> Sta. 13+45 Rt. 1 Each Sta. 25+29 to Sta. 38+37 3,488 S.Y. <br /> Sta. 18+65 Rt. 1 Each Total 10,951 S.Y. <br /> Sta. 19+95 Rt. 1 Each <br /> Sta. 21 + 19 Rt. 1 Each <br /> Sta. 25+24 1 Each <br /> Sta. 25+47 1 Each DRIVEWAYS <br /> Sta. 30+64 Lt. 1 Each * STORM DRAIN INLETS <br /> Sta. 36+63 Rt. 1 Each <br /> Sta. 38+28 Rt. 1 Each Type Quantities (Type 1 ) <br /> Sta. 41 +08 Lt. 1 Each Area FLocationNo. AQuantitSta. 42+67 Lt. 1 Eachy <br /> Sta. 43+86 Lt. 1 Each p 1 8 S.Y. Sta. 42+47 Lt. 1 Each <br /> Sta. 44+ 16 Lt. 1 Each Sta. 42+84 Lt. 1 Each <br /> E 6 91 S.Y. Marine Ave. (N) <br /> Total 15 Each Sta. 6+52 Lt. 1 Each <br /> Total 3 Each <br /> PAVEMENT REPAIR ASPHALT CONCRETE <br /> (Type B) MINOR CONCRETE <br /> Location Quantity (Curb, Gutter & Sidewalk) <br /> Quantity y <br /> 36 Sites throughout the project 1 ,522 S.Y. Roadway Location Quantity <br /> Sta. 4+50 To Sta. 38+37 1 ,674 Tons Sta. 40+00 to Franklin Ave , 269 L.F. <br /> Sta. 38+37 to Sta. 52+50 957 Tons Franklin Ave. to Marine Ave. 639 L.F. <br /> Roadway Total 2,631 Tons Marine Ave. (West) 114 L.F. <br /> PLANING ASPHALT Intersections Marine Ave. (East) 26 L.F. <br /> CONCRETE PAVEMENT Kirk Ave. 7 Tons Total 1 ,048 L.F. <br /> Ryde Ave. 20 Tons <br /> Location Quantity Plymouth Rd. 21 Tons <br /> Delaware Ave. 15 Tons <br /> Sta. 4+50 to Sta. 4+75 100 S.Y. Franklin Ave. N 31 Tons <br /> Sta. 4+75 to Sta. 5+21 Rt. 20 S.Y. Franklin Ave. (S� 25 Tons MINOR CONCRETE <br /> Kirk Ave. 58 S.Y. Marine Ave. N) 36 Tons (Driveways) <br /> Sta. 5+67 to Sta. 21 +20 Lt. 690 S.Y. Marine Ave. (S) 25 Tons <br /> Sta. 17+ 19 to Sta. 21 +20 Rt. 178 S.Y. Intersection Total Location Quantity <br /> Ryde Ave. 144 S.Y. 180 Tons <br /> Sta. 21 +98 to Sta. 24+72 Lt. 122 S.Y. Driveways 8 Tons 5 sites throughout project 33 S.Y. <br /> Sta. 22+ 10 to Sta. 24+78 Rt. 119 S.Y. Pavement Repair 640 Tons <br /> Plymouth Rd. 155 S.Y. <br /> Sta. 25+68 to Sta. 37+79 Lt. 807 S.Y. <br /> Sta. 25+42 to Sta. 38+37 Rt. 863 S.Y. Total 3,459 Tons <br /> Delaware Ave. 71 S.Y. <br /> • FRAMES AND GRATES <br /> Total 3,327 S.Y. (Storm Drain Inlets) <br /> ASPHALT CONCRETE BASE LocationSta. 42+47 Lt. 1 Each <br /> Quantity <br /> ROADWAY EXCAVATION (Type B) ::1Sta. 42+84 Lt. 1 Each <br /> Location Quantity Marine Ave. (N) <br /> Location Quantity Roadway Sta. 6+52 Lt. 1 Each <br /> Roadway Sta. 38+37 to Sta. 52+50 798 C.Y. Total 3 Each <br /> Sta. 38+37 to Sta. 52+50 2,013 C.Y. Roadway Total 798 C.Y. <br /> Intersections Intersections <br /> Delaware Ave. (N) 6 C.Y. Delaware Ave. 4 C.Y. <br /> Franklin Ave. 33 C.Y. Franklin Ave. N 26 C.Y. <br /> Franklin Ave. �N) <br /> S) 40 C.Y. Franklin Ave. �S� 22 C.Y. <br /> Marine Ave. N) 75 C.Y. Marine Ave. 34 C.Y. <br /> Marine Ave. S) 38 C.Y. Marine Ave. �N) <br /> S) 22 C.Y. Denotes Miscellaneous Facilities <br /> Intersection Total 192 C.Y. Intersection Total 108 C.Y. 0 Denotes Miscellaneous Metal <br /> Total 2,205 C.Y. Total 906 C.Y. <br /> f <br /> LFnLA <br /> DATE PROJECT ENGINEER DATE CHECKED DATESUBMITTED DATE APPROVED DATE CONSTRUCTION DETAILS Michgan Avenue Reconstruction Ngo. SHEM <br /> ¢ pz14/ / COUNTY OF SAN JOAQUIN SCALE: NONE AND NOTES Kirk Ave. to Marine Ave.�d ¢192 92 xx� jG �li/9L �� - /�L 0 0 <br /> DRAWER HEACAD <br /> C.\MICHIGAN\CONSTNTS <br />