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Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> 1. - and Mailbox Relocation _ 1 ' <br /> 2'-4' - 10'-- —j-- - 10' 2'-4' GENERAL NOTES: <br /> 18' Pavement Reinforcing Fabric 1. Placement of asphalt concrete shall not begin until the asphalt <br /> Conform <br /> Confor pg At" <br /> concrete used in Pavement Repair has been in place for 18 hours. <br /> yor. �� <br /> .L - 2. Shoulder Backing Material at all intersection radii shall receive <br /> I penetration treatment at 0.25 gallon/square yard. Limits of the <br /> ExistingRoadwayLO.30' A.C. Overlay <br /> TYPICAL SECTION penetration treatment work shall be confined to intersection radii plus <br /> WALLER ROAD fifty feet (50') in each direction. Payment for penetration treatment <br /> m Sta. 06+96 to Sta. 18+25 should be considered as included in the unit price paid for penetration <br /> treatment. <br /> v <br /> 3. Asphalt Concrete shall be placed in two layers of approximately <br /> v Const equal thickness with Pavement Reinforcing Fabric on existing or <br /> o I prepared surface. <br /> m Limits of Clearing and Grubbing <br /> and Mailbox Relocation 4. The Contractor shall conduct the Shoulder Backing operation so as <br /> 0 o I _ ' 1 not to disrupt or obstruct any existing drainage. <br /> z r <br /> o n 14' Pavement Reinforcing Fabric <br /> Conform `2s I Z� "� \` Conform <br /> % m <br /> Var. <br /> s - <br /> u, Existing Roadway, TYPICAL SECTION L 0.30' A.C. Overlay <br /> m CHILDRESS ROAD <br /> Sta. 00+10 to Sta. 06+05 <br /> Wit. Cw�sst. <br /> Limits of Limits of <br /> i learing and Grubbing Clearing and Grubbing Cwu! <br /> Limits of Earthwork I Earthwork Limits of <br /> Clearing and Grubbing sc. areas isc. areas Clearing and Grubbing <br /> 3' 4' 10' i 10' 6'�-3' i 8' 6 --�4 1 <br /> 0.30' A.C. Overla 0.30' A.C. Overlay 0.30' A.C. Overlay I~~ 10 4 <br /> Y <br /> Conform. <br /> at Joint `fir. II Conform oc 010 <br /> `R pz 2% ix22o Conform <br /> =` <br /> Existing Roadway I Existing Roadway I Existinq Roadway —_ I Existing Roadway <br /> L__— -- --_______J J J <br /> o Existing Ex* tiDwy. -----------J <br /> A.0 Dwy. 0.30' A.C. 0.30' A.C. A.C. Shoulder <br /> p WIDENING DETAIL WIDENING DETAIL WIDENING DETAIL SHOULDER DETAIL <br /> m WALLER ROAD WALLER ROAD CHILDRESS ROAD WALLER <br /> A LE ROAD <br /> Sta. 12+ +77 (LT.) <br /> Sta. 06+76 to Sta. 06+96 (LT.) Sto. 06+74 to Sta. 06+96 (RT.) Sta. 06+05 to Sta. 06+25 (RT. & LT.) <br /> z <br /> 0 <br /> NO SCALE TYPICAL SECTIONS WALLER ROAD AND CHILDRESS ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN (West End to North 99 Frontage Road (West) and Waller Road to North End) 2 of:6 <br /> nRAWN RV nATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />