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Const. <br /> - Limits of Clean i ng and Grubbing o <br /> 4' 4' ©13' ©13' —�--4' 4 GENERAL NOTES <br /> 4 1. The contractor shall adjust or place survey monument frames <br /> X24' Pavement Reinforcing Fabric - and covers at locations shown on sheet No. 6 of plans, <br /> "Summary of Quantities". Exact location to be determined by <br /> Conform the Engineer. Refer to S.J.Co. Std. drawing Nos. R-28 and <br /> - Conform and R-30 for details. <br /> B% ` Var. Va_�._,. $7 .� or <br /> a°- —s <br /> 2. Placement of Asphalt Concrete Surfacing shall not begin until <br /> asphalt concrete used for pavement repair has been in place <br /> Var. Depthfor a minimum of 36 hours. <br /> Shoulder Backing (Typ.) % — 0.25' Asphalt Concrete Surfacing 3. The AR viscosity grade of the asphalt binder used in asphalt <br /> Existing Roadway concrete shall be 8000. <br /> NOTE: TYPICAL SECTION 4• Asphalt concrete Concrete shall be placed as follows: <br /> Refer to cross sections for 0.17' Thickness — one layer with reinforcing fabric placed <br /> minor shoulder deviations. Sto. 20+50 to Sta. 79+00 <br /> Sta. 83+00 to Sta. 234+78 on existing surface. <br /> 0.25' Thickness — two layers of approximate equal thickness <br /> with reinforcing fabric placed between the layers. <br /> Const. 5. Remove existing A.C. dike located in the S.W. corner Vintage <br /> Road intersection and N.E. corner Alpine Road intersection. <br /> ? Limits of Clearing and Grubbing <br /> 6. The Contractor shall conduct his paving operation for paved <br /> frontages (Driveways — Type E) so as not to modify or <br /> y 4'- 4' 13' 13' —'— 4' 4' obstruct the existing drainage. <br /> 7. Existing oiled shoulder Sta. 21+00 to Sta. 31+00 shall be <br /> 24' Pavement Reinforcing Fabric scarified prior to placing shoulder backing material. Payment for <br /> 3 scarifying existing shoulder shall be considered as included <br /> Conformer 12% 2% _ Conform <br /> in other items of work and no separate payment will be made thefore. <br /> a <br /> Vor. 8� � Var <br /> Var. Depth <br /> N Shoulder Backing (Typ.) <br /> 0.25' Asphalt Concrete Surfacing <br /> Existing Roadway Variable Depth Asphalt Concrete Leveling <br /> 1❑ Limits of Mailbox Relocation <br /> TYPICAL SECTION F21 12' Sta. 20+50 to Sta. 34+00 <br /> Sto. 79+00 to Sta. 83+00 ❑3 0.17' A.C. Sta. 21 +00 to Sta. 35+00 <br /> A ® 22' Pavement Reinforcing Fabric <br /> Sta. 20+75 to Sta. 35+00 <br /> o NO SC&E TYPICAL SECTION KETTLEMAN LANE RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN (Wells Lane To State Route 88) 2 of <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE suBMITTED DJAA/TE P RECOMMENDED DATE <br /> Jeff Ross 5/97 � ` .., S/22/t7 11 5U/j7 G6i <br /> PVT � r <br />