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GENERAL NOTES <br /> Col st. <br /> I. The Contractor shall notify Mr. Greg Camay of <br /> Limits of Clearing and Grubbing Stockton Terminal and Eastern Railroad Co. <br /> (466-7001) 21 calender days prior to beginning <br /> work on Front St. <br /> 12' 12' Attention is directed to Sec. 7-1.14 "Cooperation" <br /> Refer to Refer to and Sec. 8-1.10 "Utility and Non—Highway <br /> Shoulder Details Shoulder Details Facilities" of the Standard Specifications. Stockton <br /> Terminal and Eastern Railroad Co. will be raising <br /> 24' Pavement Reinforcing Fabric the rails across Front St. <br /> The Contractor shall remove and dispose of <br /> existing A.C. within 2' of the rails and repave <br /> area after railroad has adjusted rails. <br /> Var. yar Payment for removing and replacing A.C. within <br /> 2' of rails will be Item 1, Force Account. <br /> 2. Maintaining Traffic—Front St. (Granada Ln. to Duncan <br /> L— _ --- -- -- --------- -J Rd.) may be closed to all traffic, for a maximum of 3 <br /> working days, during adjustment of S.T. & E. R.R. Xing. <br /> 0.17' Asphalt Concrete <br /> Existin Roadwa Olay 3. Earhwork (Mist. Areas) shall be completed prior <br /> 9 y verto placing surface course of asphalt concrete. <br /> TYPICAL SECTION 4. Placement of Asphalt Concrete Surfacing shall <br /> Sta. 5+10 to Sta. 31+10 not begin until Asphalt Concrete used in pavement <br /> repair has been in place for a minimum of 36 <br /> hours. <br /> E <br /> Const. <br /> Limits of Earthwork <br /> Const. (Mist. Areas) <br /> = 0.08' A.C. 4 4' 12' <br /> 4' 12' See Sheet 4 for <br /> v 12' Var. 4'-8' planing Detail) <br /> Conform <br /> Conform 8 <br /> m Var. Var. See Note Below 6. <br /> .... ..... ................. <br /> M I - --- -------� � .......P .......10' <br /> z —_— 0.10' Shoulder Backing <br /> 3 Imported Borrow <br /> M Shoulder BackingExisting C. & G. <br /> SHOULDER DETAIL 1 * Refer to Plan Sheet Note: The contractor shall conduct his earthwork <br /> ey Sta. 5+10 to Sta. 17+75 (Rt. No. 3 for details. operation as to not obstruct existing drainage. <br /> > Sta. 5+10 to Sta. 20+00 (Lt.� SHOULDER DETAIL 2 <br /> A Sta. 19+80 to Sta. 31+10 (Rt.) Sta. 17+75 to Sta. 19+80 (Rt.) SHOULDER DETAIL 3 <br /> Sta. 29+30 to Sta. 31+10 (Lt. Sta. 20+00 to Sta. 29+30 (Lt.) <br /> Z COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION FRONT STREET RESURFACING S2eet of 5° <br /> P Archerdale Rd. to Duncan Rd. <br /> Dmm By IIleo Project EVw- DobI Checked Dob Sueretted Dote proomwnchieDotr <br /> 6. I 1/fol /go _ il90 �71a+fuil ee/n o '/yro z 90 <br />