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<br />. ~{"r,~B~""ili~~mll::-lf~",r~~.~~!Jlii1~<l~-tf;;'/;;'I/~1i~~~&l;:!l;jj'_~Illlm!!l[ii!~~;;~~;;"=~~~ <br /> <br />concrete sidewalk, bituminous base and wear courses, and seeding, <br />If the weather allows, tllese items can be constructed in 200 I, but <br />it is net a requirement. Class 5 aggregate shail be placed on all <br />streets and trails to a compacted depth of 4-inches in 2001. <br />SPECIFICATION CONTINUED... <br /> <br />SEction 1100 Summary Continued... <br /> <br />-~:;;.. <br /> <br />Part 1.05 Work Restrictions! Item A.4: <br /> <br />Change "Contract" to "Contact." <br /> <br />Add:. Contact lV1r. Walter 'Wessels at (651) 602-8932 at least <br />72-hours prior to construction. <br /> <br />41 Allow access to MCES facilities at all times during <br />construction of sanitarv sewer and water main. <br />I <br /> <br />force mains, <br /> <br />tt Maintain 10'- horizontal clearance from ~JICES sanitary sewer <br /> <br />.. Indemnify! save and hold the Metropolitan Council harmless <br />from and against any loss! cost or expense incurred by <br />~~CES vvhich arise out of encroachment on the pipe area. <br /> <br />Section 02510 Water Main: <br /> <br />Part 2, Products, Add 2.07 Ductile Iron Fittings (DIP): <br /> <br />A. Genera! Requirement: A\ll/WA C151/A2t51. <br /> <br />B. Cement-mortar lining conforming to AW'vVA C104f,A2L4. <br /> <br />C. Class 52 for diameters less than 20", <br /> <br />D. Fittings: A\N'vVA C153/A21.53, Ductile Ironl 250 psi working <br />pressure! A\JVVVA C 111/ ,D..21.11, latest revision, mechanical joint or <br />push-on. <br /> <br />E. <br />fittings. <br /> <br />Stainless steel bolts shall be required on all mechanical joint <br /> <br />F. <br /> <br />Wrap fittings in polyethylene encasement, conforming to AWWA <br />Cl0S/A21.5, Class C (black), tube form! 8-mil thickness. <br /> <br />AI-3 <br />616-00#117.- Fu.,'.red <br />Attachments. None <br /> <br />ADmNDl'!>H;"'~, 1 <br />