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q Const. CL Median GENERAL NOTES: <br /> (Lane Line) <br /> 1. The contractor shall obtain a "no fee" Encroachment Permit from the <br /> Limits of Clearing and Grubbing 1 City of Lodi for any roadway work and construction area traffic control <br /> devices within the City's jurisdiction. The contractor shall execute this <br /> 6' 8' 12' -14' 2' permit prior to the beginning of any work. <br /> Exist. Surface <br /> *24' Pavement (Reinforcing Fabric—tel �(A.. or Earth) 2 Frames and covers of existing manholes shall be adjusted to finished <br /> grade by owner of the facility after completion of the resurfacing <br /> Vac I mar. ter— i project. <br /> o �— _ I 3. Placement of asphalt concrete surfacing shall not begin until asphalt <br /> P1 -"'� - - --- J <br /> - -J concrete used in pavement repair has been in place for 36 hours. <br /> N0.17' Asphalt Concrete Overlay Exist. A.0 or <br /> Conform Cona CurbExisting Roadw4. Pavement reinforcing fabric sholl be placed on existing or prepared <br /> Variable—Depth Conform surface. <br /> Shoulder Backing TYPICAL SECTION <br /> (Stn. 432+30 to Sta. 486+15) 5. Contractor shall scarify soil adjacent to pavement to a depth of <br /> n 6 inches and blend shoulder backing material prior to compaction. <br /> N . Limits of this work is confined to intersection radii plus 50' in <br /> T 34' Sta. 433+53 to Sta. 438+00 ♦ Limits for mailbox relocation each direction. Payment for blending shall be considered as included <br /> o m (On thru traffic and left turn Innes) <br /> in the contract unit price for shoulder backing. <br /> n > <br /> m6. All earthwork (except for the final lift of shoulder backing) shall be <br /> completed prior to placing asphalt concrete surfacing. No shoulder <br /> j CL Median CL Const. backing material shall be deposited on or drifted onto the final lift of <br /> E I (Lane Line) <br /> „ I A.C. surfacing. <br /> Limits of Clearing and Grubbing 7, Material used for shoulder backing shall be "Select Material" (Top Soil), <br /> o I 214' I 12' 4' at Armstrong Road (Lawn areas). <br /> Exist. Surface <br /> E (A.C. or Earth) I B. The contractor shall conduct planing operation such as not to disturb <br /> L _ I Conform any existing underground facilities. <br /> - -rte Va._� Var y <br /> r —tea <br /> Exist. A.0 or ` - - — - <br /> 0.04' JTT'7, FSSI(1ti, <br /> Conic. Curb `s <br /> m Conform 0.10' Open Graded Existing Roadway ti��J�L AF <br /> o Asphalt Concrete Overlay <br /> D <br /> m TYPICAL SECTION * FV. 3/31/024 <br /> T <br /> J' <br /> (Northbound Lanes Only) � C <br /> r F TVI � <br /> m Ste. 432+10 to Ste. 438+60 OF CAtF� <br /> z Ste. 478+00 to Sta. 486+15 <br /> 0 <br /> COUNTY OF SAN JOAQUINTYPICAL SECTION AND WEST LANE (SOUTHBOUND) RESURFACING Sheet No. <br /> NO SCALE GENERAL NOTES (Harney Lane to Armstrong Road) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CLECKED, DATE SDBMITFED DATE APPR6VACIRECOMMENDED DTE <br /> P. 5aknlano II/00 yn2 /s/oi /�L�p �II/!r{y, b �s �JOJm <br />