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Survey Const. <br /> I I <br /> - ---- ---- Limits of Clearing and <br /> Grubbing ----- - - ----- <br /> 2'—T-_ 4' T 10' -_._ --. _ _.# _ 10' 4' 2' - <br /> if ' <br /> __Conform ISI I� 9 tt I 9 + 2'± y <br /> Z <br /> r- 18' Pavement Reinforcing Fabric <br /> Berms <br /> 27� <br /> � 3%- 89_ Conform <br /> IL I <br /> "j' - ___ <br /> 0.25' Shoulder Backing Existing Roadway Imported Borrow plus <br /> (TYP ) A.C. Leveling Area Surplus Excavated Material <br /> 0.25' Asphalt Concrete - Thickness = 0.10t <br /> (Ave. ' ) 0.25' A.C. Widening (Typ.) <br /> i <br /> Earthwork Earthwork <br /> (Misc. Areas - Type 2) (Misc. Areas - Type 1) <br /> a <br /> a o <br /> O Limits of Mailbox relocation. TYPICAL SECTION n £' <br /> K z0 Place Fabric over existing (Station 0+02 to 54+25) - <br /> ,� or prepared surface. <br /> GENERAL NOTES <br /> v, 1 . All earthwork, except for the final lift of shoulder backing, shall be completed 3. The contractor shall obtain an encroachment permit from Caltrans <br /> 16 v prior to placing the final lift of asphalt concrete surfacing. No shoulder backing prior to work within the State Highway Route 12 right-of-way. <br /> JJ o shall be deposited or drifted on the final lift of asphalt concrete surfacing. <br /> n <br /> f <br /> z <br /> 2. Asphalt concrete surfacing shall be placed as noted below: <br /> F 0.25' A.C. thickness - two (2) layers of approximate equal thickness. <br /> z <br /> 0 <br /> COUNTY OF SAN JOA UIN No SCALE TYPICAL SECTION AND RAY ROAD Sheet No. <br /> Q GENERAL NOTES (State Highway Route 12 to Sargent Road) 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SU MITTED DAT.E/ APPRO ECOMMENDED DTE <br /> 17. 6. Sabiniano 4/00 r a `I=Ido r/31 <br />