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ramie <br /> I <br /> - -- -- -- - -- Limits of Clearing and Grubbing— -- <br /> and Mailbox Relocation. <br /> 1I *See Shoulder Details fi <br /> 4 12 —1,3'-21'� 4 '. <br /> 22 Pavement Reinforcing Fabric - '1I <br /> Conform Conform <br /> GENERAL NOTES: -- -- -- " ---- <br /> Existing Roadway 7. ,. . . Overlay <br /> 1. Placement of asphalt concrete shall not begin TYPICAL SECTION <br /> m until the asphalt concrete used in Pavement Sta. 00+83 to Sta. 43+12 <br /> Repair has been in place for 24 hours. <br /> ° 2. Frame and Cover for maintenance holes shall be <br /> v adjusted to Finished Grade. Refer to Improvement <br /> c' Std. No. CW-R36 for details. <br /> u S 3. Existing drainage facilities are to remain in place. JF <br /> [' The contractor shall conduct his work as not to <br /> rn modify or obstruct the existing drainage, unless Const. CO/lSl. <br /> cF, otherwise shown on the plans. <br /> z Limits of Clearing & Grubbing Limits of Clearing & Grubbing <br /> 4. Water/Gas valve frame and cover to be adjusted _- -- ----. - <br /> by others after completion of project. 1 17,��i _ 2 <br /> 5. Shoulder Backing material at all radii shall be 19 2'_ <br /> o blended with the top 6" of native material as <br /> directed by the Engineer. -- 13' 6.— <br /> Limits <br /> 'Limits of this work shall be confined to intersection Var._ <br /> radii plus 50' each direction. Payment for blending Var <br /> shall be considered included in the unit price paid �i r 7.- <br /> for <br /> for Shoulder Backing. <br /> � . .� <br /> 6. Asphalt Concrete shall be placed in two layers of 7�2__ <br /> _approximately equal thickness with Pavement Reinforcing Exist. Rolled GutterFabric on existing or prepared surface. Exist. Curb,Gutter See Plan g 7 Sht. � 7 & Sidewalk for Planing detail to remain in place <br /> 9 <br /> � 7. Part circle culverts and steel plating at driveways for Planing detail to remain in place <br /> are to remain in place SHOULDER DETAIL SHOULDER DETAIL <br /> F <br /> J p 8. Payment for removal and disposal drainage pipes where *Sta. 00+83 to Sta. 01+33 (Rt.) *Sta. 16+50 to Sta. 21+10 (Rt.) <br /> indicated in the plans shall be considered as included <br /> w Fn in the contract Lump Sum unit price for Clearing and Grubbing. <br /> rZ9 <br /> COUNTY OF SAN JOAQUIN ]E:N0:=C&E TYPICAL SECTION EAST STOCKTON STREETS RESURFACING PHASE 3 Sheet No. <br /> Olive Avenue (East Main Street to Myrtle Street) 2 of 8 <br /> DRAWN BY DATE PROJECT ENGRIEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED I DATE <br />