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Const. -- Existing Curb, Gutter and Sidewalk <br /> to remain in place. (Typ.) <br /> Limits of Clearing and Grubbing <br /> 2 <br /> 18' I 18 2' <br /> 1-0 08 (Typ.) / 6 <br /> 6 �,I 6 Planing <br /> -_ - \ Planing I Planing / 0.08' (See Note No. 8) <br /> Var I--- Var.- <br /> F-------- _ <br /> ___ }"" - <br /> Existing Roadway L ---- <br /> See Schedule this page. ______________ _ <br /> TYPICAL SECTION <br /> Bishop Street, Funston Avenue, Orwood Street, and Stewart Street LIP OF GUTTER PLANING DETAIL <br /> NO SCALE <br /> Const. SDr ey GENERAL NOTES: <br /> I <br /> �- Limits of Clearing and Grubbing 1. Placement of asphalt concrete shall not begin <br /> 2' 24' 1 - 17'. . 9' until the asphalt concrete used in Pavement <br /> Repair has been in place for 36 hours. <br /> 7 0.08 R g 1 �_ 4, 4, 2. Frame and cover for manholes shall be adjusted <br /> Pavement Reinforcing Fabric 1 <br /> n Planing �{'� to Finished Grade. Refer to Improvement Std. No. <br /> n \ Var. Val CW—R36 for details. <br /> o -_- •., - <br /> -�— '•� .•,.r : ,- ,..rr ,., ., i Vag <br /> m - - -- _ 3. Existing drainage facilities are to remain in place. <br /> z Existing Roadway See Schedule this page. conform) The contractor shall conduct his work as not to <br /> modify or obstruct the existing drainage, unless <br /> rr TYPICAL SECTION unless otherwise shown on the plans. <br /> Sanguinetti Lane <br /> 4. Water/gas valve frames and covers to be adjusted <br /> by others after completion of project. <br /> two lifts where <br /> WEST JACKSON HEIGHTS AREA ROADWAY SCHEDULE 5 thcknless oncrete exceedss hall 0.20'. Palvementn Reinforcing Fabric <br /> is to be placed between the existing pavement and <br /> Pavement the first lift of Asphalt Concrete (Sanguinetti Lane). <br /> Reinforcing <br /> STATION STREET <br /> LIMITS Fabric Width Width Thickness 6. Surface preparation of the existing pavement <br /> Sta. 10+17 to Sta. 20+00 Funston Avenue Orwood Street to Stewart Street (advance leveling and pothole repaishall be directed <br /> N/A 36' 0.21 ' by the Engineer. Payment for this work will be by Item <br /> Sta. 20+00 to Stu. 29+98 Funston Avenue Stewart Street to Sanguinetti Lane N/A 36' 0.17' No. 1 Force Account. <br /> N <br /> Sta. 9+46 to Sta. 20+23 Orwood Street Hiawatha Avenue to Sanguinetti Lane N/A 36' 0.17' 7. Shoulder Backing material at all radii (without CG&S) shall <br /> Sta. 10+14 to Sta. 20+24 Bishop Street Hiawatha Avenue to Sanguinetti Lane N/A 36' 0.17' be blended with the top 6" of native material as directed <br /> Sta. 10+50 to Sta. 13+68 Stewart Street Wilson Wa to Funston Avenue by the Engineer. Payment for blending shall be considered <br /> A y N/A 36' 0.17' as included in the unit price paid for Shoulder Backing. <br /> m „ Sta. 10+52 to Sta. 25+50 Sanguinetti Lane Bradford Street to N/0 Stewart Street 24' 41' 0.1T g, Contractor is to plane all Asphalt Concrete Pavement <br /> 4 z Stu. 25+50 to Sta. 36+10 Sanguinetti Lane N/C Stewart Street to Robindale Avenue 24' 1 410.21' adjacent to Gutter lip to a depth of 0.08' below the <br /> v11 o gutter lip. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICALGENEL NOTES& WEST JACKSON HEIGHTS/ALPINE HEIGHTS RESURFACING , Sheet No. <br /> DRAWN BY DATE pp PROJECT ENGINEER DATE HECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE ;;'. - <br /> I'.T. <br />