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Existing Curb, Gutter and Sidewalk <br /> Const. to remain in place. (Typ.) <br /> I <br /> Limits of Clearing and Grubbing <br /> 1 , 14'—16' I 14'-16' 1 ' 6' <br /> 12' 1 12' *0.08' (See Note No. 7) Planing <br /> Limits of Pavementl Reinforcing Fabric <br /> Var. Var._ I '------ -_- _ _ <br /> ---- ..--- --- <br /> L_---_`�_- --- --- ---------- -- --- ----------- --- --- ------ L----__---__-__--___-- ----- <br /> Existing Roadway 0.17' A.C. LONGITUDINAL PLANING DETAIL <br /> TYPICAL SECTION * NO SCALE <br /> Bristol Avenue 0.17 (See Plans on Sheets No. 4, 6 & 7) <br /> Refer to Planning Sta. 10+16 to Sta. 28+82 <br /> Detail this Page (Typ.) GENERAL NOTES: <br /> Ct 1. Placement of asphalt concrete overlay shall not <br /> Const. begin until the asphalt concrete used in Pavement <br /> I preparation and Asphalt Concrete (Misc. Areas) has <br /> Limits of Clearing and Grubbing been in place for 18 hours. <br /> 1 ' 14'-16' 14'-16' 1 ' 2. Frame and cover for manholes shall be adjusted <br /> 12' 1 12' to Finished Grade. Refer to Improvement Std. No. <br /> D Limits of Pavement) Reinforcing Fabric CW—R36 for details. <br /> D Va r. Va r <br /> -- -_ _ <br /> ---- --- 3 <br /> „ - --------- <br /> Existing drainage facilities are to remain in place <br /> The contractor shall conduct his work as not to <br /> m Existing Roadwaymodify or obstruct the existing drainage, unless <br /> 0.17 A.C. unless otherwise shown on the plans. <br /> M TYPICAL SECTION <br /> 4. Water/gas valve frames and covers to be adjusted <br /> Oxford Avenue by others after completion of project. <br /> Sta. 10+16 to Sta. 28+85 <br /> 5. Pavement Reinforcing Fabric is to be placed between the <br /> CL existing pavement and the first lift of Asphalt Concrete <br /> Const. 6. Surface preparation of the existingavement <br /> I (advance leveling and pothole repair shall be directed <br /> (n Limits of Clearing and Grubbing by the Engineer. Payment for this work will be by Item <br /> v 1 ' 12'-16' I 16' 1 ' No. 1 Force Account. <br /> 10'-12' 1 12' 7. Contractor is to plane all Asphalt Concrete Pavement <br /> Limits of Pavement) Reinforcing Fabric adjacent to Gutter lip to a depth of 0.08' below the <br /> _Var. Var.- gutter lip. Refer to LONGITUDINAL PLANING DETAIL <br /> o ---Z-- -- ---- --- -- --- - --- --- --------------- <br /> > --T----- this sheet. <br /> -- , _T_Existing Roadway 0.17' A.C. 8. Repair or Replacement of existing sprinklers will be <br /> done under Force Account. <br /> TYPICAL SECTION <br /> MElmwood Avenue 9. "Depressed Ramp" and Depressed Type Ramp" shall <br /> obe considered the same as "Curb Ramp" in the <br /> Sta. 10+16 to Sta. 17+11 Standard Specification and Special Provisions. <br /> COUNTY OF SAN JOA URN NO SCALE TYPICAL SECTION & TUXEDO—COUNTRY CLUB VILLAS RESURFACING Sheet No. <br /> Q GENERAL NOTES Bristol Avenue; Oxford Avenue; Elmwood Avenue 2 of 18 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> PT,T, 3�z9�gG �OI�G�i �/�tiw 312 9106 3114161 f d �� <br />