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Const. GENERAL NOTES • Limits of Clearing and Grubbing 1 . The Contractor shall notify Mr. Greg Carney of Stockton Terminal and Eastern 2 f X11 11 Railroa* days pro ( l21 iortobeginniingwwork on Golden Gate Avenue in the vicinity of the 20' Pavement Reinforcing Fabric railroad crossing. Attention is directed to C:0?Referto Sec. 7-1.14 "Cooperation" and Sec. 8-1.10 "Utility and Non—Highway Facilities" of the Standard Specifications. Var. _ Var. Var. _ V Conform Stockton Terminal and Eastern Railroad Co. will be reconstructing the rails across Golden Gate Avenue. This work will require emove and d spose ofs The o exstng A.0ractor II ■ within 2' of the rails and repave the 0.17' A.C. area after the railroad has completed their work. Payment for removing and Existing Roadway 0.17' Asphalt Concrete Overlay replacing A.C. within 2' of rails will be by laning Detail Sheet No. 10 Shoulder backing Item 1, Force Account. 2. The existinq drainage facilities located within the limits of Clearing and Grubbing shall not be disturbed or obstructed Shoulder Detail TYPICAL SECTION by the Contractor's operation, unless Shoulder Detail otherwise noted on the plans. With Curb and- Gutter Sto 5+91f to Sta 54+32t Without Curb and Gutter 3. The Contractor shall conduct the work • so as not to damage or bury existing water meter encasements and sanitary Limits of Mailbox relocation = 0.08' A.C. Sta. 34+93 to Sta. 41 +00 Rt. sewer cleanouts located in the shoulder n area. / 4. Water valve frames and covers shall be o 0 f = 3' Sta. 5+91 to Sta. 6+16 Rt. A = 4' Sta. 6+16 to Sta. 34+72 Rt. 0 Dv = 7' Sta. 5+91 to Sta. 7+24 Lt. = 4' Sta. 9+48 to Sta. 18+27 Lt. adjusted to grade by California Water 8' Sta. 7+24 to Sta. 9+48 Lt. = 4' Sta. 23+27 to Sta. 34+72 Lt. Service Company after the resurfacing m = 8' Sta. 18+27 to Sta. 23+27 Lt. = 2' Sta. 34+72 to Sta. 38+50 Rt. project is completed. = 11'-22' Sta. 35+00 to Sta. 43+55 Lt. = 4' Sta. 38+50 to Sta. 54+32 Rt. 5. Gas valve frames and covers shall be m 4' Sta. 43+55 to Sta. 54+32 Lt. adjusted to grade by Pacific Gas & r- Electric Company after the resurfacing M project is complete. N Z + = Var. Sta . 5+91 to Sta. 6+16 Rt. * = 0' Sta. 6+16 to Sta. 25+10 Rt. a = 10' Sta. 18+27 to Sta. 23+27 Lt. = 0' Sta. 9+48 to Sta. 18+27 Lt. 6. Placement of Asphalt Concrete surfacing M = 0' Sta. 23+27 to Sta. 25+10 Lt. shall not begin until Asphalt Concrete = 0' — 5' Sto. 25+10 to S to. 27+00 Lt.&Rt. used in pavement repair has been in 5' Sta. 27+00 to Sta. 33+60 Lt.&Rt. in place for a minimum of 36 hours. tj = 5' —1 1 'Sta. 33+60 to St a. 34+72 Rt. 7. The Contractor shall obtain a permit from =11 ' Sta. 34+72 to Sta. 38+50 Rt. £ =1 1 '— 0' Sta. 38+50 to St a. 42+34 Rt. the City of Stockton for work within the M = 0' Sta. 42+34 to Sta. 54+32 Rt. City's jurisdiction. A = 0' Sta. 43+55 to Sta. 54+32 Lt. COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION GOLDEN GATE AVE. RESURFACING Sheet No. Fremont Street to Waterloo Road 2 of 12 Drawn By Date Project Engineer Date Checked Date Submitted Date ApprovadRecommended I n+. bn 6/ 9le 6//a/y3 MI)A IGw.su 4/15 �Jjl io �'rr� �Q�