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i <br /> See Note Existing ADJUST WATER VALVE FRAMES AND COVERS EARTHWORK <br /> — — — — Surface Location Quantity (Roadway Videning) <br /> Sta. 65+98 — 15' Rt. 1 EA. Location Quantity <br /> Stu. 75+36 — 16' Lt. 1 EA. Sta. 51 +00 — 67+20 (Lt.) 16.2 STA. <br /> Total 2 EA. Sta. 51 +00 — 72+00 Rt. 1 .8 STA. <br /> Asphalt halt Concrete Sta. 73+90 — 75+70 Rt. 21 .0 STA. <br /> NOTE: Width, length and location to Total 39.0 STA. <br /> be determined by Engineer. PAVEMENT REPAIR <br /> PAVEMENT REPAIR DETAIL Location Quantity <br /> ASPHALT CONCRETE <br /> No Scale North Railroad Approach 53 S.Y. (Type B) <br /> Location Quantity <br /> Roadway 710 TONS <br /> PLANING ASPHALT Widening 361 TONS <br /> CONCRETE PAVEMENT Pavement Repair 20 TONS <br /> Location Quantity Total 1,091 TONS <br /> Sta. 51+00 — 51 +15 47 S.Y. <br /> Sta. 70+37 — 70+52 53 S.Y. <br /> Sta. 70+76 — 70+91 53 S.Y. <br /> Sta. 76+35 — 76+50 57 S.Y. <br /> Total: 210 S.Y. <br /> a m Iz - lb `l <br /> C m very; <br /> m <br /> a <br /> a <br /> m <br /> a <br /> g <br /> COUNTY 0 F SAN J OAQ U I N NO SCALE CONSTRUCTION DETAILS TULLY ROAD RESURFACING Sheet No. <br /> AND NOTES Bear Creek Terrace to State Highway 88 4 otd <br /> Drawn By Date I Project Engineer I Dat* Chocked Date Submitted Data r ocommended ata <br /> . $/90IAKI pyT.R. CA. � oleL <br /> I I <br />