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GENERAL NOTES: 1. Prior to commencing any work, it will be the Contractor's responsibility to have each utility company locate in the field their main service lines and laterals. The Contractor must notify members of the Underground Service Alert (U.S.A.) 48 hours in advance of performing excavation work by calling the toll free number (811) 2. The Contractor must field verify all existing highway and utility facilities' locations and depths. It will be the Contractor's sole responsibility to locate and protect all existing highway and utility facilities, so that no damage results to them during the performance of this contract. The Contractor will be required to cooperate with other contractors and utility companies installing new structures, utilities and services to the project. Payment for this work will be considered to be included in the various items of work. 3. The Contractor must place temporary ramps to affected residents' driveways at the end . f each working day if a drop off greater than 0.15' exists. Ramp materials must be consistent with that of the roadbed (or roadway) surface that it is to be placed upon. Payment for this work will be considered as included in the various items of work. 4. Existing highway and utility facilities must remain in place unless otherwise noted. 5._Fxisting trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. Payment for removal of tree noted in plans must be considered as paid under Clearing and Grubbing. 6. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork operations so as not to modify or obstruct the existing drainage. 7. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hour notice to the County. All testing must conform to the Standard Specifications. All re -testing will be paid by the Contractor. 8. The Contractor must exercise due caution and carefully preserve survey bench marks, control points, reference points and all survey stakes, and must bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. 9. All new Curb, Gutter and Sidewalk must conform to the existing flowline elevations with a straight grade between conforms unless otherwise noted. 10. Payment for Earthwork and AC Misc areas when necessary must be considered as paid under Minor Concrete Curb, Gutter and Sidewalk. 11. Install Expansion Joints at beginning and end of new Curb, Gutter and Sidewalk and between new sidewalks and existing driveways. LEGEND Construction Center Line -- - - Existing CG&S Const Existing Fence tc, remain in place I New CG&S Limits of Clearing and Grubbing EP Up i EP/Llp Existing Edge of Pavement Limits of Roadway Excavation - Approximate Location of Existing Gas Line 1'� 4' 2' 14' I 14' 2' 4' 1' -" Approximate Location of Existing Water Line T Part Circle Culvert to be removed of Gutter to Lip Existing Roadway o Steel Plate to be removed and salvaged of Gutter (Typ) 1 _ 1-3.5% _�_ -3.5� Remove and replace existing CG&S ----------------T- `--- - ____- --- --- ---J O Minor Concrete (Driveway) Existing CG&S (Typ) J �6Ix H 6gxa99��c@6� Direction of Flow SD 0.33' Hot Mix Asphalt A Existing WV to be adjusted by others 0.67' Class 2 Aggregate Base p Existing Landscape Sprinkler to remain in place compacted to 90% Relative Subgrade Enhancement Compaction Geotextile (Class B2) Existing Storm Drain Inlet to remain in place U; Storm Drain Maintenance Hole to remain in place TYPICAL SECTION Rf ADA Ramps to be retrofitted per RSP A88A Sta 20+13 to Sta 29+39 Existing tree to be removed Sta 30+28 to Sta 36+34 COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION & WEST COUNTRY CLUB RECONSTRUCTION PHASE 7 Sheet No. GENERAL NOTES (Christina Avenue: Kirk Avenue to Ryde Avenue) 2 of 7 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Enrique SiCva 3/16