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SP7269 - SP7278
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SP7269 - SP7278
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Last modified
7/8/2024 11:24:20 AM
Creation date
4/25/2024 8:12:44 AM
Metadata
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Template:
Small Plans - SP
Project
West Country Club Reconstruction, Phase 9
Limits
De Ovan Avenue: Kirk Avenue to Ryde Avenue
Year
2020
Project Engineer
Hadi Tabatabaee
Roads Worked
De Ovan Ave.
Red Lines
Yes
Project #
221914
Districts
District 3
Supplemental fields
Classification
Record Drawings
Cross Ref
SP7269 - SP7278
Type
Reconstruction
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GENERAL NOTES: <br />1. Prior to commencing any work, it will be the Contractor's responsibility to have <br />9. <br />All improvements within the Minor Concrete (Curb, Gutter and Sidewalk) work <br />each utility company locate in the field their main service lines and laterals. <br />limits must be saw cut or removed to the limits shown on the Plans. <br />The Contractor must notify members of the Underground Service Alert (U.S.A.) <br />Payment for this will be considered as paid for under the various items of <br />48 hours in advance of performing excavation work by calling the toll free <br />work involved. <br />number (1-800-642-2444) or 811. <br />10. <br />Install Expansion Joints at beginning and end of new Curb, Gutter and Sidewalk <br />2. The Contractor must field verify all existing highway and utility facilities' <br />and between new sidewalks and existing driveways. <br />locations and depths. It will be the Contractor's sole responsibility to locate <br />11. <br />All new Curb, Gutter and Sidewalk must conform to the existing flowline <br />and protect all existing highway and utility facilities, so that no damage results <br />elevations with a straight grade between conforms unless otherwise noted. <br />to them during the performance of this contract. The Contractor will be <br />12. <br />All exposed roadway subgrade must be covered with Subgrade Enhancement <br />required to cooperate with other contractors and utility companies installing new <br />Geotextile (Class 132) and a minimum of 6" of Class II Aggregate Base at the <br />structures, utilities and services to the project. Payment for this work will be <br />end of each working day. <br />considered to be included in the various items of work. <br />13. <br />Existing highway and utility facilities must remain in place unless otherwise <br />3. Water and gas line depths and locations are not shown on profile. It will be <br />noted. <br />the Contractor's sole responsibility to protect all existing facilities. <br />14. <br />Existing trees, shrubs, fences, mailboxes and other frontage improvements must <br />4. All part Circle Culverts or Steel Plates at driveways must be removed and <br />remain in place unless otherwise noted. Payment for removal of tree(s) noted <br />returned to residents if requested or Contractor will dispose. All associated <br />in plans will be considered as paid under Clearing and Grubbing. <br />asphalt concrete that has been placed over the curb, gutter and sidewalk and <br />15. <br />Existing drainage facilities, fences, water valves, frames and co,., ---s, water <br />that has been shown to remain throughout the limits of work must be removed <br />meters, trees, shrubs, curb, gutter and sidewalk, etc. must remain in place <br />and disposed. Payment for these will be considered as included in the Clearing <br />unless otherwise noted on the Plans. <br />and Grubbing item of work. <br />16. <br />The Contractor will be responsible for adequately scheduling inspection and <br />5. The Contractor must place temporary ramps to affected residents' driveways at <br />testing of all facilities constructed under this contract with a minimum 24 hour <br />the end of each working day if a drop off greater than 0.15' exists. Ramp <br />prior notice to the County. All testing must conform to the Standard <br />materials must be consistent with that of the roadbed (or roadway) surface <br />Specifications. All re—testing will be paid by the Contractor. <br />that it is to be placed upon. Payment for this work will be considered as <br />17. <br />The Contractor must obtain all permits and licenses required for the <br />included in the various items of work. <br />construction and completion of the project, and must perform all work in <br />6. All Earthwork must be completed prior to placing the final layer of HMA <br />accordance with the requirements and conditions of all permits and approvals <br />Pavement. No Earthwork material will be deposited or drifted on the final layer <br />applicable to the project. <br />of HMA surfacing. <br />18. <br />The Contractor must exercise due caution and carefully preserve survey bench <br />7. Payment for Earthwork and HMA Miscellaneous Areas when necessary must be <br />marks, control points, reference points and all survey stakes, and must bear all <br />considered as paid under Minor Concrete (Curb, Gutter and Sidewalk). <br />expenses for replacement and/or errors caused by their unnecessary loss or <br />8. Payment for removing traffic stripes and pavement markings will be considered <br />disturbance. <br />as paid under Roadway Excavation. -CORD DRAWING <br />M <br />rp. Olons By <br />Ann P!�rsw i sing This Q-wvong Shoufd <br />Vedfy <br />All lworrnstittr, BV In9ppeting The Site Of 1Worlc <br />z <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />GENERAL NOTES <br />WEST COUNTRY CLUB RECONSTRUCTION, PHASE 9 <br />Sheet No. <br />2 10 <br />(De Ovan Avenue: Kirk Avenue to Ryde Avenue) <br />of <br />DRAWN BY <br />DATE PROJECT, ENGINEER <br />DATE <br />CHECKED <br />DATE/ <br />mcd , - <br />, //.P- <br />�) <br />
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