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q <br /> Const. <br /> GENERALNOT <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation 1. All Earthwork (except for final radio of Shoulder Backing) <br /> shall be completed prior to placing final layer of asphalt. <br /> See 11 ' 11' — 30' ❑1 See 2. Asphalt concrete shall be placed in two layers of approximate <br /> Shoulder Shoulder equal thickness with pavement reinforcing fabric on the existing or <br /> Details1, 2❑ Details prepared surface. <br /> 20 Pavement Reinforcing Fabric 1" 3. Placement of asphalt concrete surfacing shall not begin until the <br /> asphalt concrete used in pavement repair has been place for 36 hours. <br /> 4. Contractor shall scarify native soil adjacent to pavement to a depth of <br /> mar. Varma 6 inches and blend shoulder backing material prior to compaction, limits <br /> of this work is confined to intersection radii plus 50' each direction. <br /> 5. The Contractor shall obtain an Encroachment Permit from Caltrans for <br /> L - - - - - - - - - - - - - - - _ _ _ p j work within State's jurisdiction. <br /> Asphalt Existing Roadway 0.25' As Concrete <br /> i <br /> a. TYPICAL SECTION <br /> i Woodbridge Road South: (West and East): Sta. 10+15 to Sta. 90+10 <br /> Woodbridge Road North: (West): Sta. 100+20 to Sta. 154+58 <br /> ,. <br /> �o a <br /> � ., ❑1 Refer to Plan Sheet for width variations ,J: GggPgr <br /> 612 <br /> i z 0 34' Sto. 40+00 to 44+60 <br /> m 22' Sta. 100+20 to Sta. 154+58 <br /> Const. <br /> f1s' t18' <br /> Exist. Concrete <br /> Column & Base <br /> V- 2.5" <br /> ZS .I <br /> 11 ' ' I . {. 25 10' 25' <br /> I ' .J <br /> 0.5' Ir�I� Reinforcing Fabric ��I .I . . v1I Reinforcing Fabric 0.8' <br /> Curb and Gutter <br /> L m to remain in place MD.) 0.25' Asphalt Concrete <br /> rOverlay (Typ.) over planed areas <br /> m TYPICAL SECTION — SR 99 UNDERPASS <br /> o Sta. 48+75 to Sta. 51+17 (Lt.) <br /> Sta. 48+58 to Sta. 50+79 (Rt) <br /> E TYPICAL SECTION N. 99 FRONTAGE ROAD W &c E RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN No scAL <br /> klokelumne River to Woodbridge Rd. (W & E) & Woodbridge Rd. to Acampo Rd. (W) 2 of 19 <br /> DRAWN BV DATE PROJECT ENGINEER DATE C DATE SUBMITTED DATE APP COMMENDED DATE <br /> �°»Naire.�slna- s/2,/ ^,. . . 11 _ _I nl ..w. 7.w . i/. / in n . . , , _ <br />