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D <br />0 <br />D <br />v <br />M <br />z <br />D <br />m <br />GENERAL NOTES: <br />1. Existing drainage facilities shall remain in place unless otherwise noted. The Contractor shall conduct earthwork operations so as not to modify or obstruct the <br />existing drainage. <br />2. Street side Storm Drain Inlets shall be protected from liquid runoff sediments and chemical pollutant in a manner consistent with the requirements of the <br />National Pollution Discharge Eliminating System (NPDES) General Construction Permit and per Special Provisions. <br />3. All existing trees, shrubs, fences and other frontage improvements are to remain in place unless otherwise noted. <br />4. All earthwork, except for final grading of the shoulders,' shall be completed prior to placing final layer of asphalt concrete. No shoulder backing shall be <br />deposited or drifted on the final lift of asphalt concrete surfacing. Where the Shoulder Backing placement exceeds 0.30' in thickness, the Shoulder Backing shall <br />be placed in two fully compacted layers. <br />5. Placement of asphalt concrete overlay shall not begin until the asphalt concrete used in pavement repair has been in place for 18 hours. <br />6. Asphalt Concrete Overlay shall be placed as follows <br />0.17' : One (1) layer with Pavement Reinforcing Fabric placed on existing pavement or prepared surface. <br />0.20' : One (1) layer placed over 0.15' Leveling Course. Pavement Reinforcing Fabric to be placed on top of leveling course. <br />7. Shoulder backing material at all intersection radii shall receive penetration treatment at 0.25 gallon/square yard. Limits of the penetration treatment work shall <br />be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. <br />8. Sanitary Sewer Maintenance Hole Frames and Covers shall be adjusted to grade per City of Tracy Standard Plan No. 114. <br />9. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. All testing, shall conform to <br />the Standard Specifications. All re—testing shall be paid by the Contractor. <br />0.30' Asphalt Concrete <br />over shaped and <br />compacted native material Conform ® EP <br />EP <br />---------------- ----- -- ---j <br />_, <br />Conform <br />Existing Width TYPE D <br />12' Min <br />Variable depth Asphalt <br />Concrete ewo 44n^ <br />pa, <br />TYPE E <br />Conform ® EP <br />EP <br />f <br />R 6,-8, <br />0 <br />4' Minimum <br />Existing (See Note Below) <br />Surface <br />0 0 0 0 o0 0 0 0 0---- <br />00000 <br />0°0°0°0°0°0°0°0°0°0° <br />0.50' Asphalt Concrete <br />Note: Approximate dimensions and locations used <br />- - - for estimating purposes are available upon <br />request. Dimensions and locations are <br />v subject to change at Engineer's discretion. <br />1Correcti�: <br />No Cher fpma-r ve— Sri <br />Date 11 2Y� I� _ _ PAVEMENT REPAIR DETAIL <br />Any Person usin -hi€ L)rewin6 Should Verify <br />All information By in puctincg The Of WorV. <br />COUNTY OF SAN JOAQUIN No SCALE GENERAL NOTES AND <br />CONSTRUCTION DETAILS <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />L. Aguilar 211-1 .Z� 2�zS t�� "'�.� �'i�•l"�// <br />BETHANY ROAD AND HANSEN ROAD RESURFACING S2h a No. <br />