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CITY OF EVERETT SPECIAL PROVISIONS I <br /> 7-04.4 Measurement 1 <br /> Delete the first paragraph of 7-04.4 and substitute the following: <br /> Bid items of Work completed pursuant to the Contract Documents will be measured as <br /> I <br /> described in Division B — Bid Item Descriptions of these Special Provisions and <br /> Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. <br /> 7-04.5 Payment <br /> I <br /> Delete all paragraphs in 7-04.5 and substitute the following: <br /> Payment for bid items of Work completed pursuant to the Contract Documents will be <br /> I <br /> as described in Division B — Bid Item Descriptions of these Special Provisions and <br /> Section 1-09 MEASUREMENT AND PAYMENT of the Standard Specifications. <br /> 7-05 MANHOLES, INLETS, AND CATCH BASINS <br /> I <br /> 7-05.1 Description <br /> Revise the first paragraph in 7-05.1 to read as follows: I This Work consists of constructing manholes, inlets, drywells, and catch basins and <br /> connecting to existing Structures of the types and sizes designated in accordance with <br /> the Plans, these Special Provisions, the Specifications, and the COE Standard <br /> I <br /> Drawings, in conformity with the lines and grades staked. <br /> 7-05.2 Materials <br /> Supplement 7-05.2 by adding the following at the end of the material list: <br /> I <br /> Mortar, nonshrink 9-20.3(2) Standard Specifications <br /> Commercial Concrete 6-02.3(2)B Standard Specifications <br /> Watertight Connection Boots 9-05.30 Special Provisions I Flexible Couplings 9-05.40 Special Provisions <br /> Polypropylene Manhole Steps 9-05.64 Special Provisions <br /> & Hand Holds <br /> Polypropylene Manhole Ladder 9-05.66 Special Provisions <br /> 7-05.3 Construction Requirements <br /> Supplement 7-05.3 by adding the following after the last sentence of the third paragraph: <br /> Install PAMREX, East Jordan Iron Works, or equal, hinged manhole frame and cover in <br /> accordance with manufacturer recommendations and applicable City standards and <br /> details. <br /> I <br /> Coordinate manhole cover and frame hinge location with manhole steps and traffic <br /> lanes. Hinge orientation to be determined during the shop drawing review of precast <br /> manhole structures. <br /> I <br /> Supplement 7-05.3 by adding the following to the end of the fourth paragraph: <br /> A field-formed channel and shelf shall not be installed in a manhole until after low <br /> pressure air testing has been successfully completed for all new connected pipes <br /> except where approved in advance by the City. <br /> Delete the tenth paragraph in 7-05.3. <br /> Revise the eleventh paragraph in 7-05.3 to read as follows: I <br /> Provide Kor-N-Seal, or equal, watertight flexible pipe to manhole connectors for pipes <br /> up to 48-inch diameter connecting to new sanitary sewer manholes. Place no pipe <br /> I <br /> joint in PVC or HDPE pipe within 10-feet of the outside face of the manhole. <br /> Revise the last sentence in the sixteenth paragraph in 7-05.3 to read as follows: <br /> Provide manholes, inlets, and catch basins that upon final acceptance of the Work I conforms to the following COE Standard Drawings requirements: <br /> Sewer Regulators R4 and Division 7—STORM, SEWER,WATER May 2017 <br /> R39 Modifications <br /> I <br /> WO No.—UP3633 SP-154 <br />