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GENERAL NOTES <br />1. Prior to commencing any work, it shall be the Contractor's responsibility to 6. Asphalt Concrete (Type B) (0.25' resurfacing) shall be placed in two (2) layers <br />have each utility company locate in the field their main and service lines. The of approximately equal thickness with Pavement Reinforcing Fabric placed on <br />Contractor shall notify the members of the Underground Service Alert (U.S.A) existing or prepared surface. <br />48 hours in advance of performing excavation work and/or sign relocation 7. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt <br />work by calling the toll—free number 811. Concrete used in Pavement Repair has been in place for 18 hours. <br />2. The Contractor shall field verify all utility locations and depths. It shall be the 8. After sufficient drying, the Shoulder Backing material at all intersection radii <br />Contractor's sole responsibility to protect all existing utilities, so that no shall receive Penetration Treatment at 0.25 gallon/square yard. Limits of the <br />damage results to them during the performance of this contract. The Penetration Treatment work shall be confined to intersection radii plus fifty <br />Contractor shall be required to cooperate with other Contractors and utility feet (50') in each direction or to the intersection conform at a 4° width. <br />companies installing new structures, utilities and services to the project. g. Placement of all Asphalt Concrete Driveways shall not begin until the Asphalt <br />3. The Contractor shall conduct the Shoulder Backing operations so as not to Concrete used for Mainline Paving has been in place fora minimum of <br />disturb or obstruct any existing drainage. <br />18 hours. <br />4. Existing drainage facilities, gas valves, water valves, frames and covers, water 10. Safety edge shall be placed at the edge of pavement for all streets and shall <br />meters, trees, shrubs, concrete pads/slabs, fences, irrigation structures, stop 3' short of any driveways and intersections. <br />headwalls, pull boxes and vaults shall remain in place unless otherwise noted <br />on the plans. 11• Telephone Utility Maintenance Holes at Sta 103+60 (15' Right), Sta 125+60 <br />5. All earthwork, except for the final layer of Shoulder Backing, shall be completed (15' Right) and Sta 145+61 (16' Right) to remain in place. <br />prior to placing the final layer of Asphalt Concrete surfacing. No Shoulder 12. Crack Seal Treatment shall be applied only on Manteca Road. <br />Backing shall be deposited or drifted onto the final layer of Asphalt Concrete <br />surfacing. <br />Const <br />___ Limits of Clearing and Grubbing <br />Varies* Varies* Var e— <br />Var 10.5'-12' <br />1' 19'-22' Pavement Reinforcing Fabric <br />See ' 1 See <br />Shoulder Shoulder <br />Details 0.25' AC Overlay Details <br />on on <br />Sheet 3 Sheet 3 <br />I I <br />Existing Roadway <br />Pavement Reinforcing Fabrics TYPICAL SECTION <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />,�uanAcevecfo 7/13 ���,�( per.-. <br />'See Plans for width variation <br />Almondwood Drive: Sta 00+86 to Sta 52+10 <br />Manteca Road: Sta 101+10 to Sta 178+95 <br />Perrin Road: Sta 101+40 to Sta 206+10 <br />NO SCALE <br />DATE CHECKED <br />GENERAL NOTES & <br />TYPICAL SECTION <br />DATE <br />Safety Edge (Typ) <br />;on�ctions Pv <br />Na Changes rw �� +�— <br />i!'y PweOn �nf <br />J ��Mrnnwtlnn �. <br />SOUTH MANTECA STREETS RESURFACING I meet No. <br />(Almondwood Drive, Manteca Road and Perrin Road) 2 of 12 <br />