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Const. GENERAL NOTES <br /> Limits of Clearing and Grubbing and Mailbox Relocation 1. The asphalt concrete shall be placed <br /> in two (2) layers of approximately equal <br /> 16' 16' thickness with pavement reinforcing fabric <br /> *See shoulder4' 24' 4� *See shoulder placed on existing or prepared surface. <br /> detail Pavement Reinforcing Fabric detail 2. All pavement repair must be completed <br /> this sheet I this sheet 12 hours prior to placement of asphalt <br /> concrete. <br /> Vor._ 3. Excavated material generated by pavement <br /> Var. -Var. V repair and planing asphalt concrete pavement <br /> shall be thoroughly pulverized and used as <br /> _ _ — — — — — — — — — — _ L7(0.�,T <br /> shoulder backing. Material shall be distributed <br /> — — — — — — — I - - - - throughout the project and blended with <br /> Asphalt <br /> Exist. Roadway Concrete Overlay the top 6" of native material. Any excess <br /> TYPICAL SECTION material shall become property of the <br /> * For shoulder detail at Sto. 136+50 to Sta. 158+50 contractor. <br /> bridge approach see Sta. 170+50 to Sta. 198+00 4. All eorthwork (except for final lift of <br /> detail on sheet 7 Sta. 210+00 to Sta. 231+00 shoulder backing) shall be completed prior <br /> Sta. 235+00 to Sto. 239+22 to placing final layer of asphalt concrete. <br /> No shoulder backing material shall be <br /> Const. deposited or drifted on the final lift of <br /> Limits of Clearing and Grubbing and Mailbox Relocation asphalt concrete surfacing. <br /> 16' 16' 5. The contractor shall conduct the shoulder <br /> backing operations so as not to disturb or <br /> See shoulder 4' 24' 4' See shoulder obstruct any existing drainage. <br /> > detail - - Pavement Reinforcing Fabric detail 6. Contact prior to construction: <br /> this sheet this sheet GST (Fiber Optic Cable) <br /> F _Var. _Var. Vor._ VQ— 1-800-642-2444 <br /> MWilTel Communications (Fiber Optic Coble) <br /> Z - - - - - - "°� — _ _ _ _ _ - - - - - - - - - - - - - - - - - _ _ _ _ _ _ — `- - - " - - - 1 -888-265-2283 <br /> m Exist. Roadway to be , <br /> planed 0.00'-0.25' and TYPICAL SECTION o.25 Asphalt <br /> repaired before overlay Sta. 158+50 to Sta. 170+50 Concrete Overlay Const. Limits of clearing and grubbing <br /> s Sta. 198+00 to Sto. 210+00 ( and mailbox relocation <br /> Sto. 231+00 to Sto. 235+00 <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation Const. E <br /> See shoulder <br /> 17'-24' Existing P.C.C. Pavement Var� o <br /> detail i — — — — — Yor — - <br /> this sheet 12' <br /> v, Pavement Reinforcing Fabric Conform — — — <br /> Var _Vor Restore shoulder (Typ.) <br /> o — — —.— — — — — — _ See note 3, this sheet <br /> Earthwork (Misc. Areas-Type 1) <br /> — — — — — --- — — — — — — — — — — — — — — — — — — — — J <br /> m Exist. Roadway to be 0.25' A.C. overlay SHOULDER DETAIL <br /> TYPICAL SECTION , <br /> planed 0.00'-0.25 and Sta. 239+22 to Sta. 240+71 6 Sto. 235+00 to Sta. 237+00 Lt. <br /> Z repaired before overlay 8' Sta. 238+00 to Sto. 239+22 Lt. <br /> COUNTY OF SAN JOA UIN NO SME TYPICAL SECTIONS CDurham F ROAD RESURFACING et No. <br /> Q (Durham Ferry Rood to Linne Road) 2 of 9 <br /> DRAWN BY DATE PROJECT ENGINEER DATE D DATE I APPROVAL R COM6AENDED I DATE <br />