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K <br />z <br />0 <br />12' - Roselawn Avenue: Sta 33+35 to 34+28 <br />Const <br />I <br />Limits of Clearing and Grubbing <br />1' 7*14' <br />1' 14 <br />eve ITL -Reinforcing Fabric- <br />\ \ Existing Roadway <br />1� <br />Var <br />/ Conform -- I-- - - - - - - - -- <br />- - �---------------- --- � <br />/ rat lip of 1 <br />f 0.20' gutter (Typ) 0.25 Plane Variable Depth Asphalt Concrete. <br />i : 0.20 Fa re.c. fewdea Jur 6 fit: Replace 0.20' Asphalt Concrete over <br />Pavement -Reinforcing Fabric,- <br />Existing <br />Roadway tKf <br />L--- TYPICAL SECTION <br />\ / MIDDLEFIELD AVENUE: Sta 10+10 to Sto 34+28 <br />\ _ ROSELAWN AVENUE: Sta 10+10 to Sto 34+28 <br />GENERAL NOTES: <br />1. The Contractor shall obtain an Encroachment Permit from the City of Stockton for traffic control within the City's jurisdiction. LEGEND: <br />Payment for this shall be considered to be included in the various items of work. <br />2. Existing drainage facilities shall remain in place, unless otherwise noted. <br />3. Street side Storm Drain Inlets shall be protected from liquid runoff, sediments, and chemical pollutants in a manner consistent with the <br />requirements of the National Pollution Discharge Eliminating System (NPDES) General Construction Permit and per Special Provisions. <br />4. All existing driveway part circle culverts shall be removed and disposed of, with payment considered as included in the Clearing and <br />Grubbing item of work. <br />5. All existing trees, shrubs, fences and other frontage improvements are to remain in place, unless otherwise noted. <br />6 All existing Curb Gutter and Sidewalk that is to be removed shall be saw cut to the limits shown on the plans. The cost of the saw <br />J <br />1 <br />Existing SDI Frame and Grate <br />to remain in place <br />F� Existing Water Valve Frame and Cover <br />to remain in place <br />Existing Maintenance Hole Frame and Cover <br />to remain in place, unless otherwise noted <br />- Existing Fence to remain in place <br />cutting and removal is to be included in the Removing Concrete item of work. <br />7. Sprinkler relocation and repair, as required for concrete work shall be done by Contractor. Payment for this shall be considered as included in the Minor Concrete (Curb, <br />Gutter and Sidewalk) item of work. <br />8. Expansion Joints shall be placed at locations where new Curb,. Gutter and Sidewalk conforms to existing Curb, Gutter and Sidewalk, and driveways. All new Curb, Gutter and Sidewalk shall conform <br />to the existing flowline elevations, with a straight grade between conforms. <br />9. Hand grinding of Asphalt Concrete pavement will be required at locations where utility, covers or maintenance holes are within the planing areas. Payment for hand grinding shall be considered as <br />included in the contract unit price paid for Planing Asphalt Concrete Pavement, <br />10. Placement of Asphalt Concrete overlay shall not begin until the Asphalt Concrete used in Pavement Repair and AC (Miscellaneous Areas) has been in place for 18 hours. <br />11. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. All testing shall conform to the standard specifications. All <br />re -testing shall be paid by the Contractor. <br />COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND MIDDLEFIELD AVENUE AND ROSELAWN AVENUE RESURFACING Sheet No. <br />GENERAL NOTES (Mission Road to Pershing Avenue; Mission Road to Pershing Avenue) 2 of 6 <br />DRAWN BY DATE PROJECT ENGINEER 7 DATE CHECKED BY DATE <br />Z,e A],9ZI u1r 09/13 <br />