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L0 <br />0- <br />0 <br />0 <br />M E 2' <br />a� <br />0 <br />o <br />U <br />_ c <br />q <br />Const. <br />Limits of Clearina and Grubbin <br />and Replace with 6.17' RAC <br />L (') <br />0.6 <br />3p <br />0 <br />2' m E <br />0 <br />a� <br />0 <br />o <br />U <br />—T- <br />-J —J — J <br />TYPICAL SECTION ���`�oo MtN <br />Swain Road: Sta. 10+46 to Sta. 40+61 (40')* <br />LLJ <br />Alexandria Place: South end (162' from edge of traveled way to end) (35')* No. 42581 <br />Exp. 3-31-10 <br />S <br />q�F CI V1� <br />CPQ\ <br />GENERAL NOTES Of - <br />1. <br />F <br />1. All Pavement Repair must be completed 18 hours prior to <br />placement of Rubberized Asphalt Concrete Resurfacing. <br />2. RAC 0.17' shall be placed in one (1) layer over tack coat (evenly <br />applied over a clean swept surface, free from debris). <br />3. Hand grinding of asphalt concrete pavement will be required <br />at locations where water valves, monuments and maintenance <br />holes are within the planing limits and around lip of gutter at <br />drain inlet locations. Payment for hand grinding shall be considered <br />as included in the contract unit price paid for Planing Asphalt <br />Concrete Pavement. <br />4. Install Expansion Joints at beginning and end of new Curb, Gutter and <br />Sidewalk (CG&S) and between new sidewalks and existing driveways. <br />5. All new CG&S shall conform to the existing flowline elevations, with <br />a straight grade between conforms. <br />6. Truncated domes shall be placed in areas specified in the Summary of <br />Quantities and Details sheet of this plan. <br />8. At locations greater than 15 LF in length where existing and new CG&S join, a <br />3' transition shall be constructed (match existing CG&S at locations 15 LF or less). <br />Where removal of existing concrete is required, the concrete shall be saw cut at <br />the conform line or removed to the nearest expansion joint, whenever possible. <br />9. Street side Storm Drain Inlets shall be protected from liquid runoff sediments <br />and chemical pollutant in a manner consistent with the requirements of the <br />National Pollution Discharge Elimination System (NPDES) General Construction <br />Permit and per Special Provisions. <br />10. Existing drainage facilities, fences, frames and covers, spinkler heads, trees, <br />shrubs, curb, gutter and sidewalk shall remain in place, unless otherwise noted on plans. <br />11. The Contractor shall be responsible for adequately scheduling inspection and testing <br />of all facilities constructed under this contract. All testing shall conform to the <br />Standard Specifications. All re—testing shall be paid by the Contractor. <br />7. All Minor Concrete (CG&S) that is to be removed shall be saw cut at the <br />removal limits. The cost of the saw cutting and removal is to be included <br />in the Minor Concrete (CG&S) item of work. <br />COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTION <br />AND GENERAL NOTES <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />DATE <br />I APPROVAL RECOMMENDED <br />DATE <br />Bobbie Rodriguez 3/09 Li a <br />y�L7 <br />c �' <br />SWAIN ROAD RESURFACING (RUBBERIZED AC) Sheet No. <br />(Plymouth Road to Alexandria Place) 1 2 of 5 <br />