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GENERALNOIfS: <br />_1.P~j~r to commencing a.ny.work,it \'I_illbe.the Contractor's respoosibmty to have eachutilityc-ompar.lY[ocate m the field their main service -lines and laterals.The Contr1G1ctor <br />must notify members of the Undergr.oundSer.'ice Alert (U.S.A.)48 hours in advance of <br />performing excovetion work by -calling the toll free number (1-800-227-2600). <br />2:-The Contractor must field verify aU existing highwQy"and utility facilities'locations and <br />depths.It will be the ContrJJctor's sole..responsibility-to locate and protect oll .existing_highw.ayand-utility facilities,so tho!no damage results to them .during the performanceofthiScontract.The Contractor will be required-to coopemte with other contractorsansutilitycompaAiesinstallingnewstructures,utilities .and-services to the project. <br />Payment for thiS work win be considered to be included in the various items .of work. <br />3.The Controctor must place temporal)'ramps to affected residents'.driveways at the end <br />ot each working day if a .drop off greater than 0.15'exists.Ramp materials must be <br />consistent w,ith.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. <br />4.Existing highway and uti-Jityfacilities must remain in place unle'Ssotherwise noted. <br />5.Existing.trees"shrubs,fences.mailboxes and other frontage improvements must remain <br />in place unless otherwise >loted. <br />7..The Contractor will be responsible..f()r adequatety scheduling -inspection and testing of aUfacilitiesconstructedunderthis"S\Ultr.aet with a minimum 24 hour r:roti,ceto-the,..c..p;U,nty.All testing must conform to the Standard Specifications.All re-testing will be paid by <br />the Contractor. <br />8.The Contractor must exercise due caution and carefully preserve survey bench marks. <br />control points•.reference points and all sUr.'ey-stakes,and must bear all expenses .for <br />replacement and/or errors caused-by their unnecessary loss or disturbance. <br />9.All new Curb,Gutter and Sidewalk must conform to the existing frowline erevatia[:lswith a <br />straight grade between conf-orms unless otherwise .noted. <br />10.Install hpansion Joints at.beginning and end of new Curb.Gutter and Sidewalk and <br />between new sidewalks and existing .driveways. <br />6.Existing drainage facilities must remain in place unless otherwise noted.The Contractor <br />must conduct earthwork operations so as not to modify or obstruct the existing <br />drainage. <br />Sheet No.2 of 10 <br />~ <br />Existing -ManholeFrame and Cover <br />to be adjusted by others <br />Existing SD inlet Frame and Grate <br />to be adjusted <br />Existing S5 Lamphole Frome and Cover <br />to be adjusted <br />Existing Water Valve Frome and Covertobeadjustedbyothers <br />Existing Gas Valve Frame and CovertobeadJustedbyothers <br />Remove and replace CG&S <br />Existing CG&S to remain in place <br />unless otherwise noted <br />Retrofit existing curb ramp with <br />Detectable Warning Surface per RSP A8BA <br />Enhancement <br />EP/Up <br />EAST COUNTRY CLUB RECONSTRUCTION,PHASE 2(Marine Avenue:AlpineAvenue to La Jolla Drive;Telegmph Avenue:Plymouth Road to DelmvareAvenue) <br />IPRELIMINARY DRAFT I <br />14'LExisting R~odway----1..%=.3,,'4...---_ <br />CHECKED <br />GENERAL NOTES,lYPICAL <br />SECTION AND LEGEND <br />Umits of Road Reconstruction <br />II <br />Const.lUmitsofClearing and Grubbing <br />NO SCALE <br />14' <br />PROJECT ENGINEER <br />TYPICAL SECTION <br />MARINEAVENUE:Sta 10+22 to Sto 19+55 and Sta 22+85 to Sta 33+60 <br />TELEGRAPHAVENUE:Sta 10+17+00 to Sta 25+80 <br />EP/Up <br />DRAWN BY <br />JOHN YANG <br />COUNTY OF SAN JOAQIDN <br />l'r <br />------c._=___=__:::_-......_ <br />'- <br />E,;,t;ng CG&S to '\1 <br />remain in place unless~ <br />otherwise noted (Typ)