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rt Const. <br /> Limits of Cleari Ig and Grubbin — <br /> & Mailbox Relocation <br /> 16'-3 16' <br /> I <br /> 1' 4' f 4' 4' 12'-26' 12' 4' 4' 4' 1' <br /> *24' Pavement Reinforcing Fabric <br /> Var. I N ar_._� <br /> Conform Vor. r Var ma 8 V\� Conform <br /> Existing Roadway 0.17'-0.35' Asphalt Concrete Shoulder Backing <br /> Shoulder Backing <br /> TYPICAL SECTION <br /> GENERAL NOTES Sta. 34+25 to Sta. 137+00 <br /> 1. Placement of asphalt concrete surfacing shall not *32' Sta. 91 +12 to Sta. 103+09 <br /> begin until the asphalt concrete used in Pavement <br /> o > Repair has been in place for 24 hours. <br /> 0 2. Asphalt concrete shall be placed in two (2) layers of <� <br /> approximate equal thickness with pavement reinforcing <br /> fabric placed between existing pavement and the first layer. a 48 <br /> 3. The contractor shall conduct the Shoulder Backing * �31-u <br /> operation as to not disturb or obstruct any existing <br /> 3 drainage. rt Const. 9TF�00, <br /> CAL1E <br /> 4. All shoulder work (except for final grading of shoulders) <br /> shall be completed prior to placing the final lift of asphalt - 12' - 4'� <br /> concrete surfacing. No Shoulder Backing shall be deposited <br /> or drifted on the final lift of asphalt concrete surfacing. <br /> � Existing . Dike to <br /> 5. Shoulder Backing material at intersection radii shall be Vor._ 0.08�remain in place. <br /> blended with the top 6" of native soil material as directed <br /> w by the Engineer. Payment for blending shall be considered as <br /> 0 <br /> included in the contract unit price paid for Shoulder Backing. —� <br /> A <br /> E 6. At the option of the Contractor, the grinding materials from - - - - -- - - - ---- - -- J <br /> n various items of work may be deposited in the Shoulder 0.25' Asphalt Concrete-- <br /> T Backing areas. <br /> m Sta. 34+25 to Sta. 40+00 (Lt. & Rt.) <br /> z <br /> 0 <br /> SCALE NO UIN <br /> COUNTY OF SAN JOA TYPICAL SECTION & CHRISMAN ROAD RESURFACING sneer Na. <br /> Q GENERAL NOTES State Highway Route 132 to Durham Ferry Road z of s <br /> DRAWN 6Y DATE PR,fOJECT ENGINEER DATECHECKED DATE SU MITTED DATE APPROV ECOMMENDED DATE <br /> �.rl Tia..:, 10 <br />