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i <br /> ce GENERAL NOTES <br /> Limits of Clearing and Grubbing 1. The Asphalt Concrete (0.25' resurfacing) shall be placed <br /> and Limits of Mailbox relocation. in two (2) layers of approximate equal thickness with pavement <br /> I <br /> 1' 2 4 11 ' reinforcing fabric placed on existing or prepared surface. <br /> '� ' - I — 11 4' 2' 1' - <br /> 20' Pavement Reinforcing Fabric 2. All Pavement Repair must be completed 24 <br /> L2.- . _. hours prior to placement of Asphalt Concrete. <br /> 3. Shoulder Backing Material at all intersection radii shall <br /> Conform __V 9L IVarma Bye Var Conform be blended with the top 6" of native soil material as <br /> �oC ` directed by the Engineer. Payment for blending shall be <br /> r.: I Existing Roadway <br /> - - - - - - �- considered as included in the contract unit price paid <br /> Embankment 0.25' Asphalt Concrete Overlay for Shoulder Backing. <br /> 0.12' Shoulder Backing - <br /> TYPICAL SECTION 4. All earthwork except for final lift of shoulder backing) <br /> shall be completed prior to placing final layer of asphalt <br /> concrete. No Shoulder Backing Material shall be deposited <br /> 4' Sta. 178+50 to Sta. 228+53 or drifted on the final lift of asphalt concrete surfacing. <br /> Sta. 278+45 to Sta. 290+00 <br /> � 5. The contractor shall conduct the Shoulder Backing operations <br /> o Conform so as not to disturb or obstruct any existing drainage. <br /> n' <br /> i <br /> � 6. Place and adjust survey monument frames and covers at <br /> m � Var. Depth shoulder Backing the locations listed on sheet 8. <br /> 0 <br /> o <br /> *Sta. 217+60 to Sta. 226+60 (Rt.) 7. Existing Pavement Markers shall be removed prior to <br /> N Planing Asphalt Concrete Sta. 228+53 to 278+45 <br /> p m <br /> 8. Removal of A.C. Dike, where shown on the plan <br /> shall be done in such a manner as not to damage <br /> M <br /> � Limits of Clearing and Grubbing the existing A.C. surface below the dike. Payment of the dike <br /> o removal shall Cl considered as included in the contract <br /> and Limits of Mailbox relocation. <br /> a I unit price for Clearing and Grubbing. <br /> 1 2 4- 11 I 11 4 2 1 9. Removal of Railing and Posts, where shown on the plan <br /> shall be done in such a manner as not to damage <br /> the existing A.C. surface adjacent to them. <br /> Payment for the removal shall be considered as included <br /> ' Conform in the contract unit price for Clearing and Grubbing. <br /> Conform y, Vor. Varma may_ ,�, <br /> Var. Vor. '� 10. Excavated Material generated by pavement repair and planing <br /> 0.12' Should L —Existing Roadway _ _ _ _ J �.s- <br /> asphalt concrete pavement, shall be thoroughly pulverized <br /> Embankment and used as embankment. Material shall be distributed <br /> r Backing - 0.12' Asphalt Concrete Overlay throughout the project and blended with the top 6" of native <br /> Over 0.12' Asphalt Planing material in the embankment area. The cost paid for earthwork <br /> E shall include full compensation for on site hauling, blending, <br /> pTYPICAL SECTION shaping and compacting. <br /> � F <br /> Sta. 228+53 to Sta. 278+45 <br /> Q4 0 <br /> COUNTY OF SAN JOA UIN r,o scaE TYPICAL SECTION BIRD ROAD RESURFACING sheet 8 <br /> Q (500'1 N/0 Durham Ferry Road to Ahern Road) 2 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER PATE CHECKED DATE SUB fl'TED ZZDATE ,A.rPPROVA'L ECOMMENDED DATE <br />