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Const. GENERAL NOTES <br /> Limits of Clearing & Grubbing 1. The Contractor shall notify Mr. Greg Carney of <br /> Stockton Terminal and Eastern Railroad Co. <br /> '24' Pavement Reinforcing Fabric (466-7001) 7 calender days prior to beginning <br /> 2' 10' ��� 12' 1.5't Conform to work on Front St. <br /> top of rail Attention is directed to Sec. 7-1.14 "Cooperation" <br /> and Sec. 8-1.10 "Utility and Non—Highway <br /> 0.04'A.0 Facilities" of the Standard Specifications. Stockton <br /> Var. Terminal and Eastern Railroad Co. will be raising <br /> l the rails across Duncan Rd. <br /> 7Backin <br /> � The Contractor shall remove and disposed vIexisting A.C. within 2' of the rails and repave area <br /> L------ — ----------- after railroad has adjusted rails. <br /> 0.17' Asphalt Payment for removing and replacing A.C. within <br /> Concrete OverlaExistingrails to2' of rails will be Item 1, Force Account. <br /> yExistin Roadwa Shoulder g remain in place. <br /> 9 y (See General Note #4) 2. Maintaining Traffic—Duncan Rd. may be closed to <br /> A. C. Molerio/ Used all traffic, for a maximum of i working day, during <br /> Sta. 9+00 to Sta. 41+50 adjustment of S.T. & E. R.R. Xing. <br /> 3. Placement fo Asphalt Concrete Surfacing <br /> '0'—Sta.33+15 to Sta. 35+15 q 5 . shall not begin until Asphalt Concrete used <br /> E.P. shall conform to lip of " ' t r"� x-§ ,, ^'' in Pavement Repair has been in lace for a <br /> MY " Ij. P P <br /> existing P.C.C. gutter. minimum of 36 hours. <br /> - S. Adios g/��gg 4. Asphalt Concrete shall be place in lieu of <br /> • 22'—Sts. 33+15 to Sta. 35+15 <br /> ,9 Shoulder Backing Material at the following <br /> locations: Stu. 13+00 to Sta. 17+15, Sta.24+25 <br /> to Sta. 24+60, Sta. 26+65 to Sta. 27+05, <br /> - Stu. 29+35 to Sta. 29+90, Sta. 33+75 to <br /> Const. Sta. 33+95, Sta. 34+95 to Sta. 35+55, <br /> Sta. 36+10 to Sta. 36+60, Sta. 37+80 to <br /> Sta. 38+20, and Sta. 39+90 to Sta. 41+50. <br /> 0Limits of Clearing and Grubbing <br /> D <br /> n <br /> D <br /> zr o 24' Pavement Reinforcing Fabric <br /> m <br /> 2 10' 10' 2' <br /> m <br /> � r= '0.04' A.C. <br /> D m (Typ.) Var. Var. <br /> fJ z The alignment of the south E.P. of Front St. <br /> (p 3 shall conform to the North rail of S.T. &.E. <br /> M ————————————— —————t———————————————J R.R. from Sta. 42+00 to Stu. 44+15. . ' " " . <br /> 0.17' Asphalt Concretes • The A.C. thickness at the E.P. shall vary <br /> from 0.04' to 0.17' and shall conform to <br /> Existing Roadway Overlay IU A y top of rail from Sta. 42+00 to Sto. 44+15 (Rt.) <br /> D <br /> b t and to existing A.C. from Sta. 42+50 to <br /> (Lt <br /> A <br /> Sta. 41+50 to Sta. 48+65 Sta. 44+40 .). <br /> COUNTY Uh' SAN JOAQUIN No SCALE TYPICAL SECTIONS FRDDunc STREET <br /> Ran dE to RESMarRFSACING St. zeoetlNo. <br /> Drawn By Date I Project Engineer I Date Checked Dote Subnittetl Dnte <br /> - wni A 7Gl roded Dnte <br /> 5. d4 4l S` <br /> sr <br />