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GENERAL NOTES: <br />1. Prior to commencing any work, it will be the Contractor's responsibility to have <br />each utility company locate in the field their main service lines and laterals. The <br />Contractor must notify members of the Underground Service Alert (U.S.A.) 48 Hours <br />in advance of performing excavation work by calling the toll—free number <br />(1-800-642-2444) or 811. <br />2. The Contractor must field verify all existing highway and utility facilities' locations <br />and depths. It will be the Contractor's sole responsibility to locate and protect all <br />existing highway and utility facilities, so that no damage results to them during the <br />performance of this contract. The Contractor will be required to cooperate with <br />other contractors and utility companies installing new structures, utilities and <br />services to the project. Payment for this work will be considered to be included in <br />the various items of work. <br />3. The Contractor must obtain an Encroachment Permit from East Bay Municipal Utility <br />District (EBMUD) for traffic control or any work within EBMUD's jurisdiction. <br />Payment for this will be considered to be included in the various items of work. <br />4. The Contractor must obtain all permits and licenses required for the construction <br />and completion of the project, and must perform all work in accordance with the <br />requirements and conditions of all permits and approvals applicable to the project. <br />5. The Contractor must exercise due caution and carefully preserve survey bench <br />marks, control points, reference points and all survey stakes, and must bear all <br />expenses for replacement and/or errors caused by their unnecessary loss or <br />disturbance. <br />6. The Contractor must place temporary ramps to affected residents' driveways at the <br />end of each working day if a drop off greater than 0.15' exists. Ramp materials <br />must be consistent with that of the roadbed (or roadway) surface that it is to be <br />placed upon. Payment for this work will be considered as included in the various <br />items of work. <br />7. All Earthwork must be completed prior to placing the final layer of HMA Pavement. <br />No Earthwork material will be deposited or drifted on the final layer of HMA <br />surfacing. <br />8. Where 0.40' Existing Roadway is removed and replaced with 0.40' HMA, the HMA <br />Omust be placed in two (2) layers of approximately equal thickness. <br />D <br />M 9. Existing highway and utility facilities must remain in place unless otherwise noted. <br />�, 10. Existing trees, shrubs, fences, mailboxes and other frontage improvements must <br />m remain in place unless otherwise noted. <br />z <br />0 <br />11. Existing drainage facilities must remain in place unless otherwise noted. The <br />Contractor must conduct earthwork operations so as not to modify or obstruct the <br />existing drainage. <br />12. The Contractor will be responsible for adequately scheduling inspection and testing <br />of all facilities constructed under this contract with a minimum 24 hour notice to <br />the County. All testing must conform to the Standard Specifications. All re—testing <br />will be paid by the Contractor. - � I <br />Correa,' �z-is <br />No Changes <br />Const .%nV Persori Using Thi �a <br />y --Von R Rrs+)ecting ► he SRO 0+ Wrr <br />40' Limits of Clearing and Grubbing and Mailbox Relocation <br />1'-2' <br />E <br />E L. <br />L o <br />o <br />C o <br />o C) <br />U <br />10' <br />10' <br />1%-4%%.— <br />Remove 0.40'± <br />Existing Roadway <br />Place 0.40' HMA <br />TYPICAL SECTION <br />Sta 10+12 to Sta 41+28 <br />LEGEND <br />R Conform to Existing Radii <br />Existing CMP/RCP Pipe to remain in place <br />EP <br />i <br />— Replenish <br />Shoulder Backing <br />Where Prescribed <br />by Engineer (Typ) <br />Existing Monument Frame and Cover to be adjusted <br />;!ISI!% Existing Storm Drain Inlet to remain in place <br />Limits of Concrete Removal at Driveway (included in various items of work) <br />COUNTY OF SAN JOA UIN <br />Q <br />1,-2' <br />0 <br />DRAWN BY <br />DATE <br />o <br />0 <br />CHECKED <br />o <br />Jonathan Curry <br />02119 <br />o <br />o <br />B <br />3 <br />i <br />— Replenish <br />Shoulder Backing <br />Where Prescribed <br />by Engineer (Typ) <br />Existing Monument Frame and Cover to be adjusted <br />;!ISI!% Existing Storm Drain Inlet to remain in place <br />Limits of Concrete Removal at Driveway (included in various items of work) <br />COUNTY OF SAN JOA UIN <br />Q <br />NO SCALE <br />GENERAL NOTES AND <br />TYPICAL SECTION <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Jonathan Curry <br />02119 <br />FERNWOOD ROAD RESURFACING <br />(Ashley Lane to North End) <br />Sheet No. <br />2 of 5 <br />