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Ct Const. <br /> Limits of Clearing and Grubbing <br /> I <br /> Width — Refer to tables on Sheets 6-10 1 <br /> ILatex Modified <br /> GENERAL NOTES I Slurry Seal (Type ll) <br /> 1 . One week prior to the start of work, the contractor shall I <br /> furnish to the Engineer a schedule showing proposed street <br /> closures on each holf—day basis. No work shall commence <br /> until this schedule is approved by the Engineer. <br /> 2. All intersection radii within project limits shall be sealed to lip of SHOULDER DETAIL Existing Roadway SHOULDER DETAIL <br /> existing curb and gutter or edge of pavement. with Curb & Gutter (Typ) without Curb & Gutter (Typ) <br /> 3. All existing manhole frames and covers and concrete gutters shall be TYPICAL SECTION <br /> m free from Latex Asphalt Emulsion at the completion of the project. <br /> 4. Surface preparation work shall be as directed by the Engineer. <br /> Locations and dimensions of asphalt concrete leveling and pavement <br /> N repair will be determined by the Engineer and shall be completed <br /> $ prior to placing slurry seal. <br /> V) <br /> N 5. The Aggregate for Slurry Seal shall be Type ll. <br /> L <br /> D 6. Slurry Seal of part circle culvert area is required. _� 4' Min. <br /> i.� <br /> N o 7. The Contractor is to remove all existing thermoplastic pavement <br /> 8 morkings on Waterloo Road. The cost for this work is to be included Approximate location <br /> in the contract prices paid for Remove Thermoplastic Pavement Marking / 9-0�a of existing traffic <br /> citem of work, and no additional compensation will be allowed therefore. /��oo signal detector loops. <br /> N8. No Slurry Seal shall be placed at the following locations: <br /> • On the existing U.P./C.C.T. Co. Railroad Concrete Plankin at ^� 'l <br /> 8 Cherokee Rood and Songuinetti Lane g .50' Asphalt Concrete <br /> � <br /> 0 <br /> a • On the existing C.C.T. Co. Railroad Concrete Plonking of ``: <br /> PAVEMENT REPAIR DETAIL <br /> Morodo Lane and Alhambra Avenue <br /> • On the existing S.T.&E. Railroad tracks on Front Street / Place 175'± x 11 '± <br /> at Granada Lane 0.10' AC Leveling Note: Width (4' minimum). <br /> as necessary. Approximate dimensions used for estimating <br /> 9. Minor surface planing may be used on Waterloo Road in conjunction purposes are available upon request. <br /> with AC Leveling, as approved by the Engineer, as long as existing Dimensions and locations ore subject <br /> traffic signal detector loops remain undamaged. Any traffic signal AC LEVELING DETAIL to change at Engineer's discretion. <br /> detector loops damaged during planing operations shall be replaced <br /> at the Contractor's expense, as directed by the Engineer. See General Note 9, this sheet. <br /> f <br /> l <br /> Z <br /> 0 <br /> COUNTY OF SAN JOA UIN No SCALE TYPICAL SECTION & SLURRY SEAL 2007 Sheet No. <br /> Q GENERAL NOTES (Road Districts 1 , 2, 3 and 4) 4 of 13 <br /> DRAWN BY DATE PROJEC ENGINEER DATE CHECKED //DATE APPROVAL RECOMMENDED DATE <br /> D.B. 01/07 An it ^p 7Q <br />