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Conform at E . P . <br /> PLANING ASPHALT DRIVEWAYS (Type D) <br /> CONCRETE PAVEMENT Location Quantit <br /> 10 , /7• Location Quantity 3 sites throughout project 116 S.Y. <br /> ' Ste. 225+00 to Ste. 225+25 61 S.Y. <br /> Ste. 233+75 to Ste. 234+00 61 S.Y. <br /> Existing Total 122 S.Y. <br /> Width Conform <br /> 0 . 25 ' Asphalt Concrete over DRIVEWAYS (Type E) <br /> shaped and compacted native material . Location Quantit <br /> TYPE D EARTHWORK (MISC. AREAS) 3 sites throughout project 156 S.Y. <br /> Locdtion Quantit <br /> Ste. 225+00 to Ste. 234+00 9 Sta. <br /> ASPHALT CONCRETE <br /> Conform at E . P . (Type B) <br /> IMPORTED BORROW Location Quantit <br /> Location uantity Roadway 348 Tons <br /> 1 0 ' �- Ste. 225+00 to Ste. 234+00 186 C.Y. Driveways (Type D) 14 Tons <br /> * R — Conform to Driveways (Type E) 18 Tons <br /> existing radii Total 380 Tons <br /> Existing Conform <br /> Width <br /> Variable depth Asphalt Concrete SHOULDER BACKING <br /> over existing paved driveway . Location Quanta ASPHALT CONCRETE BASE <br /> Sta. 225+00 to Sta. 234+00 96 Tons (Type B) <br /> TYPE E Location Quantit <br /> Ste. 230+00 to Ste. 234+00 92 Tons <br /> TYPICAL DRIVEWAYS <br /> W <br /> Q z <br /> 0 <br /> X <br /> 0 <br /> Z <br /> w <br /> J <br /> Z <br /> DRAWN BY DATE SHEET <br /> w <br /> TAL <br /> 10 PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE CONSTRUCTION TURNER ROAD RESURFACING SNOET SHOEETS <br /> l ` 9i COUNTY O F SAN J OAQ U I N SCALE: NONE m <br /> NOTES AND DETAILS PROJECT 4,000>t to 5,000>t e/o Davis Road 4 4 M <br /> �-l�l �ISrG� 10(91 d3-�_ � 1D�91 >, ,cJ 4 q6 " <br /> FILE NAME DRAWER SHEET N0, I ACAD <br /> oeoAo3 T 1 258 1 D:\TURNER\NOTES <br />