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GENERAL NOTES 1. Prior to commencing any work, it shall be the Contractor's responsibility to have each utility company locate in the field their main service lines and laterals. The Contractor shall notify members of the Underground Service Alert (USA) 48 hours in advance of performing excavation work and/or sign relocation work by calling the toll—free number 1-800-227-2600 or 811. 2, The Contractor shall field verify all existing highway and utility facilities' locations and depths. It shaPl be the Contractors sole responsibility to locate and protect all existing highway and utihity facilities, so that no damage results to them during the performance of this contract. The Contractor shall be required to cooperate with other contractors and utility companies installing new structures, utilities, and services to the project. Payment for this work shall be considered to be included in the various items of work. 3. The Contractor shall exercise due caution and shall carefully preserve survey bench marks, control points, reference points and all survey stakes, and shall bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. 4. Existing trees, shrubs, fences, mailboxes, utility poles and other frontage improvements shall remain in .place unless otherwise noted. 5• The Contractor shall place temporary ramps to affected residents' driveways at the end of each working day if a drop off greater than 0.15' exists. Ramp materials shalF be consistent with that of the roadbed (or roadway) surface that it is to be placed upon. Payment for this work shall be considered as included in the various items of work. 6. The Contractor shal4 be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. All testing shall conform to the Standard Specifications. All re—testing shall be paid by the Contractor. 7. Shoulder Backing material at all intersection radii shall receive Penetration Treatment at 0.25 gallons/square yard. Limits of the Penetration Treatment work shall be confined to intersection radii plus twenty—five feet (25') in each direction or to the intersection conform. 8. All earthwork, except for final shoulder grading, shall be completed prior to placing the final layer of Asphalt Concrete Pavement. No Shoulder Backing material shall be deposited or drifted on the final layer of Asphalt Concrete surfacing. Where the shoulder placement exceeds 0.30' in thickness, the Shoulder Backing shall be placed in two (2) or more fully compacted layers. 9. 0.33' Asphalt Concrete shall be placed in two (2) layers of approximately equal thickness. ECKED BY DATE 10. The Contractor shad notify Jason Ender of City of Stockton (Public Works Inspection) at (209) 937-8381 seventy—two (72) hours in advance of adjusting the City of Stockton's facilities to finished grade. Refer to the City of Stockton°s Standards for adjusting facilities to grade. � LEG;END \ x Existing Fences and Gates to remain in place unless otherwise noted +c,+FH Existing Fire Hydrant to remain in place --�J JP Existing Joint Pole (with Guy Anchor) to remain in place ;d�J LP Existing Light Pole to remain in place (; Existing Maintenance Hole to remain in place unless otherwise noted ee Existing Underground Gas Line to remain in place t2"s—tz"s Existing Underground Sanitary Sewer Line to remain in place 2;"sd--zt"sa Existing Underground Storm Drain Line to remain in place e"w—s"W Existing Underground Water Line to remain in place �a Existing Water Valve to be adjusted by others .. Existing Water Valve to remain in place unless otherwise noted Swale with Direction of Water Flow Valley Gutter with Direction of Water Flow � Direction of Water Flow Existing Sign Location —� Relocated Sign Location Existing Sprinkler Location � Relocated Sprinkler Location / Sheet No. 2 of 8