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Const GENERAL NOTES <br /> I1 . Contractor shall scarify native soil adjacent to pavement to a <br /> Limits of Clearing and Grubbing depth of 6 inches and blend shoulder backing material prior <br /> to compaction, limits of this work is confined to intersection <br /> 0 o radii plus 100' each direction. <br /> Var. 16' 16, Vor. 2. All shoulder backing work (except for final shoulder grading) <br /> Refer to shld. 0Refer to shld. shall be completed prior to placing final layer of asphalt concrete. <br /> details this 24' Pavement Reinforcing Fabric details this 3. Asphalt Concrete used for Pavement Repair shall be placed in <br /> sheet. sheet, layers not to exceed 0.50' <br /> 4. Placement of Asphalt Concrete surfacing shall not begin until asphalt <br /> -Var. Var. Vor. V r. concrete used in pavement repair has been in place a minimum of <br /> 36 hours. <br /> _ 5. Asphalt Concrete shall be placed as noted below: <br /> 0.12' A.C. Thickness .— One (1) asphalt concrete layer over <br /> Existing Roodwoy *0.25' A.C. Overlay 1 existing surface. <br /> �Y $ECT Q 0.25' A.C. Thickness — Two (2) layers of approximately equal thickness <br /> O with pavement reinforcing fabric on existing pavement. <br /> Ste. 179+00 t0 320+06 6. Where superelevation exists on horizontal curves the new surface slope <br /> * 0.12' A.C. Overlay ON, and drainage shall conform to existing <br /> Sta. 297+40 to Ste. 308+00 fJ 7. Frames and covers of Maintenance Holes shall be adjusted to <br /> 1 finished grade. Refer to Sheet No. 8 for locations. Refer to <br /> Limits of mailbox relocation Improvement Standard No. CW—R36 for details. <br /> % D 18' Ste. 316+00 to Ste. 320+06 <br /> > N No fabric between Ste. 297+50 to Ste. 308+00 <br /> A, <br /> t > W <br /> a 4. 4 <br /> » . 6 <br /> W <br /> VOA . .. `. Const. <br /> Vor, Conform Conform <br /> Conform <br /> 12 4 <br /> Var. Depth Shld. Backing Exist. AC Dike <br /> Var. Depth Shia. Backing to remain <br /> A A" �0r <br /> 1 LEFT RIGHT <br /> Ste. 218+00 to Sta. 222+00 Ste. 276+00 to Ste. 285+00 <br /> p Shoulder Detail 1 shall apply Ste. 237+00 to Ste. 243+00 Ste. 291 +00 to Ste. 297+00 —0.17' A.C. <br /> at all locations except Ste. 259+00 to Ste. 270+00 edge thickness <br /> 41" £> those noted on shoulder Ste. 276+00 to Ste. 278+50 <br /> Details 2 & 3. Ste. 285+00 to Sta. 296+00 DUAL <br /> Ste. 309+00 to Ste. 315+00 <br /> N m Sta. 192+00 to Sto.197+00 (Rt.) <br /> z <br /> SHOULDER DETAILS <br /> COUNTS OF SAN JOA UIN NO SCS TYPICAL SECTION LOWER SACRAMENTO ROAD RESURFACING sheet No. <br /> 4 (Reewfod* Jahant Road (E) to Sawwv nto County 2 of 16 <br /> olawn er DATE PROJECT 2rM 1 DATE CHEd ED DATE suBufnID DATE cawENOEo DATE <br />