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Last modified
7/15/2024 1:14:59 PM
Creation date
1/23/2016 12:09:30 AM
Metadata
Fields
Template:
Small Plans - SP
Project
Austin Road Resurfacing
Limits
French Camp Road to Mariposa Road
Year
1992
Project Engineer
J. Stewart
Roads Worked
Austin Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
SP1119 - SP1126
Type
Resurfacing
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Conform ® E.P. <br /> PAVEMENT REPAIR SHOULDER BACKING <br /> Location Quantity LocationXuantity <br /> 237 sites throughout 5,421 S.Y. Sta. 205+92 to Sta. 451 +51± 1 ,474 Tons <br /> project <br /> Existing Width <br /> 12' Min. DRIVEWAYS <br /> PLANING ASPHALT Quantities <br /> 0.30' Asphalt Concrete over shaped CONCRETE PAVEMENT Type No. Area <br /> and compacted native material. <br /> Location Quantity D 11 383 S.Y. <br /> TYPE D Ste. 205+92 to Ste. 206+07 217 S.Y. E 11 396 S.Y. <br /> Ste. 451 +31 to Ste. 451 +51± 142 S.Y. <br /> Conform ® E.P. Intersection Arch Rd. 107 S.Y. ASPHALT CONCRETE <br /> Total 466 S.Y. (Type B) <br /> p e 0 Location Quantit <br /> EARTHWORK Roadway 9,764 Tons <br /> R=Conform to (Misc. Areas)(Type 1) <br /> existing radius Intersections 43 Tons <br /> Location Quantity Driveways 134 Tons <br /> Conform Total 9,941 Tons <br /> Ste. 205+92 to Ste. 236+00 30.10 Ste. <br /> Variable depth Asphalt Concrete <br /> over existing paved driveway. ASPHALT CONCRETE BASE <br /> TYPE E Location Quantity <br /> D TYPICAL DRIVEWAYS EARTHWORK Pavement Repair 2,711 Tons <br /> tt <br /> o (Misc. Areas) (Type II) <br /> See Nate Below Location Quantity PAVEMENT REINFORCING <br /> Existing Surface Ste. 236+00 to Ste. 451±+51± 213.5 Stu. FABRIC <br /> -------- --- Location Quantity <br /> m -------- ---------- <br /> z Ste. 236+00 to Ste. 451+00 52,556 S.Y. <br /> D <br /> 3 <br /> m ----------------- -- - - --------- IMPORTED BORROW <br /> L0.75' Asphalt Concrete Base Location Quantity 24" DIA. CORRUGATED <br /> y A <br /> PAVEMENT REPAIR DETAIL Ste. 205+92 to Ste. 451+51± 3,543 C.Y. STEEL PIPE 0.079" thick) <br /> £ Location Quantity <br /> m Note: Width, length and locations to be Refer to General Note <br /> A determined by the Engineer. No. 3, Sheet No. 2 Ste. 270+25± Lt. (west) 6 L.F. <br /> ZCOUNTY OF SAN JOAQUIN No SCALE CONSTRUCTION DETAILS AUSTIN ROAD RESURFACING Sheet No, <br /> 0 <br /> AND NOTES French Camp Rd. to Mariposa Rd. 8 of 8 <br /> Drown By Date Project Engineer Dote Checked Date Submitted Dote Art*Recommended Date <br /> f3. 6vn >/91 , //92 e .rz l7GlurtC `/ze/fz i Z fL <br />
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