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i <br /> Conform ® E.P. <br /> ADJUST MANHOLE SHOULDER BACKING <br /> FRAMES AND COVERS Location Qu00 ccantlt <br /> *+ *I Location Quantit Sta. 11 1 +25t toSSta. 151 +85 11 +25 <br /> 8 3 Tons <br /> i 1 Sta. 3+03t Lt. 1 Each Total 254 Tons <br /> Conform tj Sto. 5+45f Lt. 1 Each <br /> ExistingWidth E f Sta. 7+01t Rt. 1 Each <br /> R = Conform to Total 3 Each <br /> 12' Min. existing radii <br /> E I <br /> TYPE D TYPE E <br /> 0.30' Asphalt Concrete over shaped Variable depth Asphalt Concrete <br /> and compacted native material. over existing paved dr eway. PAVEMENT REPAIR <br /> *4'—Sta. 0=65 to Sto. 11 +25 Location Quantity <br /> 11 sites throughout 319 S.Y. DRIVEWAYS <br /> TYPICAL DRIVEWAYS project Type Quantities <br /> No. Area <br /> D 7 197 S.Y. <br /> E 56 2,359 S.Y. <br /> Const. Const. PLANING ASPHALT <br /> o$ 4' Var. �,— � 2' 4' Var. - y -� CONCRETE PAVEMENT ASPHALT CONCRETE <br /> o I $ I Location Quantity <br /> Existing (Type B) <br /> o0 <br /> Existing Conform I A.C. Dike Conform I Sta. 0+65f to Sta. 0+80t 87 S.Y. <br /> Sta. 26+ 17t t Sta. 26+67f 134 S.Y. <br /> Surface Existing p Location Quantity <br /> Surface Sta. 50+89t to Sta. 55+58t Lt. 208 S.Y. <br /> f 1I I Sta. 51 +85± to Sta. 55+58t Rt. 166 S.Y. Roadway 2,847 Tons <br /> _— — _ _r. _ _ _ Sta. 55+58t to Sta. 55+73t 220 S.Y. Pavement Repair 198 Tons <br /> ' l <br /> _ __..____ ..� ! Total 815 S.Y. Intersection 14 Tons <br /> � <br /> Driveway <br /> —— — W—— 319 Tons <br /> Note: Asphalt Concrete Total 3,378 Tons <br /> Existing Curb &, Gutter Surfacing not shown <br /> for clarity. <br /> With Curb and Gutter With A.C. Dike <br /> PLANING DETAIL <br /> EARTHWORK <br /> (Miscellaneous Areas) PAVEMENT REINFORCING <br /> Location Quantity FABRIC <br /> See Note Below Location Quantity <br /> Existing Sta. 11 +00 to Sta. 51 +85 Rt.) 41 Sta. <br /> Surface Sta. 11 +25 to Sta. 50+89 Lt.) 40 Sta Sta. 0+80 to Sta. 26+17 6,202 S.Y. <br /> Sta. 26+67 to Sta. 55+53 7,055 S.Y. <br /> Total 81 Sta. Total 13,257 S:Y. <br /> 777 <br /> --- - -- -------------- ---- ------ --------- IMPORTED BORROW <br /> Location Quantity <br /> 0.85' Asphalt Concrete Sta. 11 +00 to Sta. 51 +89 890 C.Y. <br /> PAVEMENT REPAIR DETAIL <br /> ti <br /> C5 <br /> Note: Width, length and location to be w <br /> determined by the Engineer z <br /> w <br /> N <br /> Z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE SHEET TOTAL <br /> f3. 9-21-90 9 „� <br /> COUNTY OF SAN JOAQUIN Scale: No scale CONSTRUCTION DETAILS PROJECT BROADWAY RESURFACING N0. SHEETS m <br /> AND NOTES Fremont Street to Waterloo Road 4 4 <br /> FILE NAME DRAWER SHEET N0. I ACAD <br /> 333 C:\broadway\sheet3 <br />