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Const. <br /> Ir - - Limits of Clearing and Grubbing -- <br /> I i <br /> _ 16' _ _ 16' <br /> 0.08' 6, .J. <br /> Planing Planing <br /> Va rr. { Va r, <br /> Existing Roadway See Schedule this page. <br /> TYPICAL SECTION <br /> "E" STREET (Sta. 27+16 to Sta. 30+83) <br /> Const. <br /> I <br /> - i <br /> Limits of Clearing and Grubbing <br /> z_ 12 ! 1z' 2' ,' GENERAL NOTES: <br /> „ > �� 1. Placement asphalt concrete shall not begin <br /> $ I until the asphalt concrete used in Pavement <br /> r Conform V f VaYar. VConform Repair has been in place for 36 hours. <br /> m - <br /> - - —--- - - - ���o��C-r 2. Frame and cover for manholes shall be ad'usted <br /> i �P7o.��r Existing Roadway See Schedule this page. �TD7r�ts1' to Finished Grade. Refer to Improvement Std. No. <br /> TYPICAL SECTION CW-R36 for details. <br /> "E" Street, Belevedere Avenue, "F" Street, Redwood Avenue and Robindale Avenue 3. Existing drainage facilities are to remain in place. <br /> See Schedule this page. The contractor shall conduct his work as not to <br /> modify or obstruct the existing drainage, unless <br /> unless otherwise shown on the plans. <br /> ALPINE HEIGHTS AREA ROADWAY SCHEDULE 4. Asphalt Concrete shall be placed in two lifts where <br /> Pavement thickness exceeds 0.20'. <br /> Reinforcing <br /> STATION STREET <br /> LIMITS Fabric Width Width Thickness 5. Water/gas valve frames and covers to be adjusted <br /> by others after completion of project. <br /> Sta. 7+85 to Stu. 9+88 "E" Street S/0 Robindale Avenue to Robindale Ave N/A 24'-38' 0.25' <br /> . Surface preparation of the existing avement <br /> Sta. 10+12 to Sta. 30+16 "E" Street Robindale Avenue to Alpine Avenue N/A 24'-32' 0.17' (advance leveling and pothole repair shall be directed <br /> A Sta. 6+45 to Sta. 25+53 Belvedere Avenue S/0 Robindale Avenue to Alpine Avenue N/A 24' 0.17' by the Engineer. Payment for this work will be by Item <br /> nNo. 1 Force Account. <br /> Sta. 11 +10 to Sta. 38+64 "F" Street Stewart Street to Alpine Avenue N/A 24' 0.17' <br /> A Q Sta. 9+75 to Sta. 30+00 Redwood Avenue Robindale Avenue to E O "F" Street/ N/A 24'-38' 0.17' 7. Shoulder Backing material at all radii shall be blended <br /> -' with the top 6" of native material as directed by the <br /> q m Sta. 30+00 to Sta. 32+63 Redwood Avenue Robindale Avenue to W/O "F" Street N/A 24' 0.25' Engineer. Payment for blending shall be considered as <br /> o Sta. 10+13 to Sta. 24+00 1 Robindale Avenue Belle Avenue to Cherokee Road N/A 24' 0.17 included in the unit price paid for Shoulder Backing. <br /> COUNTY OF SAN JOAQU N NO SCALE TMGENERAL NOTES& WEST JACKSON HEIGHTS/ALPINE HEIGHTS RESURFACING Sheet <br /> 22 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CH CKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> p•T• /zSer Pince rnvw e ro/�3� r�wnF � � z oy �br 1 AO&I"o is�s� 1,1 <br />