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<br />, ~~~~~~~4);~~:.ti!Itili~ii';:~i.i!f~~~~~~~iIIIlI.ii:J)"dll_!OOi_Il1~Wl'!!;;\IiIfI;t;iIi:'16jl\~~ <br /> <br />SPECIfICATION CONTINUED... <br /> <br />Section 02510 Water Main Cont~nued." <br /> <br />Part 2.03 Gate Vaive and Sox, Part H: <br /> <br />Change note to say "Wrap gate vaives in polyethyiene conforming to <br />A\!v'VI/A el05/A21.S, Class C, B-mil thickness, <br /> <br />Section 02630 Storm Drainage: <br /> <br />Part 2 Products, Add 2.06 - High Density Polyethylene (HDPE) Pipe and Fittings: <br /> <br />1. General: Conform to AASHTO M294, Type Sf Hi-Q. Corrugated <br />outside, smooth wall inside, joints coupled to provide soil-tight <br />connection. <br /> <br />PLANS <br /> <br />Sheet C1.01: <br /> <br />Location Plan and Typical Sections: Change the Typical Section for Bituminous <br />Trail from 8f wide bituminous to 10' wide. Change shoulder widths from l' wide <br />to 6" v'.Iide, <br /> <br />Sheet C4.01: <br /> <br />At fV1H-4: Provide an opening to the south at Elevation 894.0 for a future 4!! PVC <br />Service. <br /> <br />Sheet C4.04: <br /> <br />At Mallard \Nay, MH-17: Provide an opening to the north at Elevation 899,37 <br />and stub lOf of 8" PVC at 0.40%. <br /> <br />If you have any questions on this project, please call Tom Peterson at (651) 604-4868, <br /> <br />Bonestroo, Rosene, ;l,nderlik and Associates, Inc. <br /> <br />A1..4 <br />616-0{J-)] -: - Fa'.:ed <br />AttachmcJts '. No~:(-:: <br /> <br />.illCENI)lJ!.,1 NO.1 <br />