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rL Const. <br /> Limits of Clearing and Grubbing, Mailbox Relocation and <br /> Nil Earthwork (Miscellaneous Areas) <br /> 2' 2' <br /> 4, 12' •12' <br /> Ditch Grade <br /> Ste. 387+00 to Ste. 393+00, Lt. 22' Pavement Reinforcing Fabric <br /> Conform Conform <br /> BR .� <br /> \ .Var <br /> Var. �r — <br /> Va <br /> - - - -- - --- - - - - - <br /> r _ - . <br /> J 2 <br /> � Existing Roadway <br /> /Imported Borrow or A0.25' Asp y halt Concrete Overlay Imported Borrow or <br /> excess material from excess material from <br /> shoulder excavation. 0.25'± Shoulder Backing shoulder excavation. <br /> R0.25'± Shoulder Backing <br /> u * Variable width (Ste. 384+75 to Ste. 389+75) TYPICAL SECTION <br /> 3 „ • Refer to Sheet 4 for thickness variations. Ste. 333+50 to Ste. 447+86 <br /> x • Variable x—slope (Ste. 388+00 to Ste. 389+75, Lt.) <br /> I <br /> o m <br /> v <br /> a <br /> GENERAL NOTES <br /> 1. Contractor shall scarify native soil adjacent to pavement to a 4. Asphalt Concrete shall be placed as noted below: 6. Where superelevatons exist on horizontal curves, <br /> depth of 6 inches and blend shoulder backing material prior to 0.25' Thickness — Two (2) layers of approximate equal surface slope and drainage shall conform with <br /> compaction. Limits of this work is confined to intersection radii thickness with pavement reinforcing fabric between the the existing. <br /> plus 50' each direction. Payment for blending shall be considered layers. <br /> as included in the contract unit price paid for shoulder backing. <br /> 0.40'-0.75'± Thickness — Three (3) layers with the 7. Contractor shall obtain an encroachment <br /> 2. All earthwork, except for final lift of shoulder backing shall be pavement reinforcing fabric between the second and permit from Coltrans prior to performing work <br /> w completed prior to placing the final lift of asphalt concrete third layers. The first layer in this area can be placed within their right—of—way. <br /> p surfacing. the same day as the first layer of the two layer <br /> 3. Imported Borrow shall be equal to or better than the native sections. <br /> material. R—Value and sand equivalent requirements shall be <br /> z waived for this material. 5. Placement of asphalt concrete surfacing shall not begin <br /> until the asphalt concrete used in pavement repair has <br /> Fn been in place far one day. <br /> Z <br /> 0 <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION AND COMSTOCK AND FINE ROADS RESURFACING Sheet No. <br /> Q GENERAL NOTES (Wall Road to State Highway Route 26) 2 Of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMRTED DATE APP RECOMMENDED DATE <br /> 1713, Sabi ano12/gg yl:.. Z/j °` a� <br />