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iT W <br /> 3 r. Const. <br /> v <br /> ° 8' 12' 12' 2' <br /> 3 DESIGN DESIGNATION REMOVING CONCRETE FINISHING ROADWAY <br /> w � (20 Years — 2016) <br /> a A.D.T. = 8,000 T = 4% Location Quantity Location Quantity <br /> o D.H.V. = 800 V = 55 MPH <br /> Sta. 233+76 to Sta. 241 +26(Curb) 750 L.F. Sta. 233+15 to Sta. 307+37 L.S. <br /> D = N/A Sta. 299+65 to Sta. 307+37(Curb) 772 L.F. <br /> w <br /> a Total 1 ,522 L.F. <br /> ui <br /> TYPICAL TRAFFIC <br /> Conform ® E.P. CLEANING EXISTING ASPHALT CONCRETE <br /> LANE LAYOUT DRAINAGE FACILITIES TYPE A <br /> Location Quantity Location Quantity <br /> e <br /> 8 Sta. 252+89 � Mainline <br /> Const. Sta. 267+03 L.S. Sta. 233+15 to Sta. 307+37 3,189 Tons <br /> I <br /> 14'-24' — 1 ' Existing Width onform <br /> 12' Min. <br /> I <br /> I PLANING ASPHALT <br /> Remove Portion Concrete <br /> Curb and Paved Median Existing Surface (Median) TYPE E CONCRETE PAVEMENT ASPHALT CONCRETE <br /> I Location Quantity <br /> I TYPE B <br /> 233+15 <br /> 233+35 98 <br /> Existing Surface (RoadwaySta. 259+03 to Sta. 260+80 669 S.Y. <br /> I Location Quantity <br /> Sta. 306+87 to Sta. 307+37 225 S.Y. Miscellaneous Areas <br /> Sta. 233+76 to Sta. 241 +2162 Tons <br /> Total 992 S.Y. <br /> - - - - - - -- <br /> _ _ _ _) - - - - - - Conform ® E.P. Sta. 299+65 to Sto. 307+37 161 Tons <br /> IDriveway (Types E & F) 49 Tons <br /> 0.10' <br /> Total 372 Tons <br /> p _ 8, <br /> CLEARING AND GRUBBING <br /> CURB REMOVAL Imo—Existing Width onform <br /> Location Quantity <br /> Sta. 233+15 to Sta. 307+37 L.S. PAVEMENT REINFORCING <br /> FABRIC <br /> I TYPE F Location Quantity <br /> �. Const. <br /> Sta. 233+50 to Sta. 258+95 6,787 S.Y. <br /> I� 14'-24' 1 ' Sta. 260+95 to Sta. 306+65 12,187 S.Y. <br /> I <br /> I <br /> Var. 7'-18' � Variable depth Asphalt Concrete SHOULDER BACKING Total 18,974 S.Y. <br /> A.C. (Miscellaneous Areas) over existing paved driveway. <br /> I Location Quantity <br /> IConcrete Curb (Type C) 0.30' Asphalt Concrete over graded Sta. 233+15 to Sta. 307+37 617 C.Y. <br /> Refer to S. J. Co. Std. Exist. Conc. Curb and compacted native material <br /> IDwg. R-7, for details. <br /> Var. R Conform to existing Radii <br /> MINOR CONCRETE CURB <br /> .Var. DRIVEWAYS TYPE C <br /> Location Quantity <br /> ITYPE Quantity Sta. 233+76 to Sta. 241 +26 750 L.F. w <br /> 0.27' A.C. Var. Depth A.C. No. Area Sta. 299+65 to Sta. 307+37 772 L.F. z <br /> 0.17' A.C. Overlay (Miscellaneous Areas) TYPICAL DRIVEWAYS F 4 125 S.Y. Total 1 ,522 L.F. Z <br /> D <br /> O <br /> m <br /> 2 <br /> D <br /> O <br /> V) <br /> CURB REPLACEMENT EMS <br /> No. 21258 7 <br /> * Up. 9-30-97 * (n <br /> �9T <br /> � <br /> OF Iv1� O a\Q <br /> CURB MEDIAN DETAILS CAl1F g <br /> � C 0 <br /> W <br /> w <br /> Z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET N0. TOTAL Lj <br /> Lj <br /> Y...1 S. Ad" 9/96 GOUNTY OF SAKI .IOAQUIN NO SCALE CONSTRUCTION DETAILS & WEST LANE RESURFACING SHEETS <br /> f°I3iI96 � � �19�9� /41fG R <br /> SUMMARY OF QUANTITIES Eight Mile Road to Morada Lane (So�.�thbound Lanes) 3 3 a <br /> FILE NAME DRAWER SHEET NOT. 3 CAD REVISIONS DATE <br /> �( �� e:\sam\westin\sumquant <br />