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Const. GENERAL NOTES <br /> 1 1 . The Contractor shall notify Mr. Greg Carney of <br /> Limits of Clearing and Grubbing Stockton Terminal and Eastern Railroad Co. <br /> (466-7001) 21 calendar days prior to beginning <br /> work on Shaw Road in vicinity of the railroad crossings. <br /> 4' 16' � - 16' �4, Attention is directed to Sec. 7-1 .14 "Cooperation' <br /> and Sec. 8-1.10 "Utility and Non—Highway <br /> .� 24' Pavement Reinforcing Fabric Facilities" of the Standard Specifications. Stockton <br /> Terminal and Eastern Railroad Co. will be raising <br /> Conform Conform the rails across Shaw Road. This work will <br /> require 4 working days. The Contractor shall <br /> remove and dispose of existing A.C. within 2' <br /> vor — Var _ tc. <br /> _ dor of the rails and repave area after railroad has <br /> ✓•. i' �' \ adjusted rails. Payment for removing and replacing <br /> - - „" A.C. within 2' of rails will be item 1 , Force Account. <br /> r <br /> 1. <br /> -'""- —'--`�— " " "` 2. Asphalt Concrete used for Pavement Repair <br /> Shoulder Backing Overlay shall not be placed in layers which exceed 0.50' <br /> (TYp.) Existing Roadway in compacted thickness. <br /> 3. Placement of Asphalt Concrete Surfacing shall not <br /> TYPICAL SECTION <br /> begin until Asphalt Concrete cretused for Pavement <br /> Repair has been in lace fora minimum of <br /> Limits of Mailbox 36 hours. <br /> Relocation. Sta. 0+41 to Sta. 38+31 <br /> 4. Existing pavement markers may remain in place <br /> Refer to Shoulder Detail where overlay thickness is 0.25' or greater. <br /> this sheet for minor deviations <br /> 5. Where superelevations exist on horizontal curves, <br /> the new surface slope and drainage shall conform <br /> to existing. <br /> CO 3 <br /> 0 6. Pavement Reinforcing Fabric shall be placed <br /> 16' *4' between .the layers of Asphalt Concrete. <br /> o y 1 <br /> i 0 I 7. The contractor shall acquire an Encroachment <br /> 0 1 Permit from Caltrans for work within the State <br /> R/W of State Highway 26. <br /> " h , Conform <br /> m <br /> D <br /> 3 vim` <br /> m <br /> SHOULDER DETAIL <br /> N Sta. 34+05 to Sta. 34+49 (Rt.) Existing A.C. valley gutter <br /> n to remain in place. <br /> £ * Payment for this work will be <br /> qm by Driveway (Type E) bid item. <br /> A <br /> O <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION SHAW ROAD RESURFACING sheet No. <br /> Fremont St. north to End 2 of 6 <br /> Drawn By Date Project Engineer Date Checked Date submitted Date I rov l ReA cannentletl Date <br /> �- ,� Sl9Z /92 "/92 L✓iU/!l d �/�9 % v 1L <br />