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9- <br /> Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> 1' 4' 4ID Vor. _�_ I11Vor. _ 4' 4' 1 <br /> Paved Shoulder i Paved Shoulder Variable depth Asphalt Concrete <br /> 1' 3' Pavement Reinforcing Fabric over existing paved driveway <br /> See Schedule Sheet 12 Conform @ E.P. <br /> ® o <br /> EP <br /> v � <br /> o Vor. , Vor. Vor. Vor. o <br /> o -- Voro R R '00 <br /> M U <br /> L--------- ---------- ---- <br /> ----� �-Conform <br /> ExistingRoodwc 0.25' As halt ShoulderptBackin <br /> Y P 9 R = Conform to <br /> Concrete Overlay (Typ ) existing rodii <br /> DRIVEWAY DETAIL TYPE E <br /> 2 © See Plans For Width Variations <br /> N Place A.C, Dike (Type C) TYPICAL SECTION <br /> $ Sto. 153+91 to 154+55 (Lt.), Roth Rood <br /> ROTH ROAD - Sto. 153+89 to Sto. 179+53 <br /> N > AIRPORT WAY - Sto. 282+00 to Sto. 301+00 4' Min. <br /> "a See Note Below Existing <br /> CL m GENERAL NOTES: Surface <br /> CL <br /> Z ------ — ---- <br /> 1. Contractor will be required to obtain on encroachment permit 5. All existing trees, shrubs, fences and other frontage ------ / ------ <br /> N m and enter into an agreement with UPRR for work within the improvements are to remain in place unless <br /> railroad's jurisdiction. otherwise noted. <br /> cn <br /> 2. All earthwork (except for final shoulder groding) sholl be g. Placement of asphalt concrete overlay sholl not begin 0.50' Asphalt Concrete <br /> y completed prior to placing final lift of asphalt concrete. until the asphalt concrete used in pavement repair <br /> oNo Shoulder Backing shall be deposited or drifted on the final hos been in place for 12 hours. <br /> 7 lift of asphalt concrete surfacing. Where the Shoulder Backing <br /> placement exceeds 0.30' in thickness, the Shoulder Backing 7. Removal of Asphalt Concrete Dike sholl be paid for Note: Width (4' minimum). <br /> sholl be placed in two fully compacted layers. under Clearing and Grubbing item. Approximate dimensions used for estimating <br /> 3. Asphalt Concrete shall be placed in two (2) layers of 8. Thermoplastic striping and markings to be removed purposes are available upon request. <br /> �► approximately equal thickness with pavement reinforcing are on Roth Rood only. The removal quantities ore Dimensions and locations ore subject <br /> fabric placed over existing pavement. approximately the some as new thermoplastic striping to change at Engineer's discretion. <br /> 0 and markings. <br /> 4. Existing drainage facilities shall remain in place unless h L- � PAVEMENT REPAIR DETAIL <br /> V otherwise noted. The Contractor shall conduct earthwork 7 22 f 2.008 <br /> operations so as not to modify or obstruct the existing <br /> m drainage. _ <br /> z - <br /> 0 <br /> COUNTY OF SAN NO SCALE JOA UIN TYPICAL SECTION AND ROTH ROAD AND AIRPORT WAY RESURFACING Sheet No. <br /> Q CONSTRUCTION DETAILS 2 of 12 <br /> DRAWN BY DATE PROJECT ENGINEER DATE DATE APPROVAL R OMMENDED DATE <br />