Faber Construction 8/14/2017 - Laserfiche WebLink

I CITY OF EVERETT SPECIAL PROVISIONS 1 1. Manholes No. 605A, 605B and 605C as applicable. 2. Inlets No. 401 3. Catch Basins No. 402, 403, 404 and 405 as applicable. I7-05.3(1) Adjusting Manholes and Catch Basins to Grade Delete both paragraphs of 7-05.3(1) and substitute the following: I Adjust manholes, catch basins and other structures to final grade after completing pavement operations. Carefully re-establish the center of each structure from Contractor's previously established references. I Cut pavement in neat circle having a minimum diameter of 2-feet beyond the casting cover. Remove pavement and base material, maintaining the neat circle, to permit casting and frame removal. Adjust casting and frame to proper grade. I Place cast iron frame on concrete blocks or concrete adjusting rings and wedge up to the desired grade using plastic wedges. Wood or metal wedges are not allowed. Backfill around finished casting frame to within 1-1/2 inches of finished I pavement surface using commercial concrete. After concrete has set a full 24-hours, paint the edges of the asphalt concrete pavement and the outer edge of the casting with hot asphalt cement. Place hot I asphalt concrete to match finished pavement surface and compact with hand tampers and a patching roller. Asphalt concrete and cement concrete shall be considered incidental to the unit price of the structure being adjusted. I Match the new patch with existing paved surface for texture, density, and uniformity of grade. Carefully paint the joint between the patch and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt I emulsion and immediately cover with dry paving sand before the asphalt cement solidifies. Thoroughly mortar and plaster the inside throat of the structure. I 7-05.3(3) Connections to Existing Manholes Delete all three paragraphs of 7-05.3(3) and substitute the following: Verify existing manhole rim and invert elevations prior to construction. Provide I verification documentation by means of a Submittal to the Engineer for approval. Submittal shall be in accordance with 1-05.3 of these Special Provisions. Immediately bring discrepancies in invert elevations to the attention of the I Engineer. Unless specified otherwise, match the new connection pipe crown elevation to the existing pipe or pipe crown elevation. Rechannel the existing manhole in I accordance with COE Standard Drawing 605, 606, or 607 to provide a flow transition free from rough, jagged or protruding edges that could catch debris. Use safe and effective construction methods to prevent existing manhole from I moving or tipping during excavation to make new connection. Keep the manhole in operation at all times and take necessary precautions to prevent debris or other material from entering the sewer, including a tight pipeline I bypass through the existing channel, if required. Core drill for pipe connections less than 28-inch O.D. Line drill or wall saw an opening for pipe connection greater than 28-inch O.D.to accommodate the size of I pipe to be inserted. Interconnect drilled holes where line drilling is the method used. Use a small core drill to accomplish line drilling. Jackhammer or rotary hammer shall not be used. For line drilling provide minimum 1-inch and Imaximum 2-inch clearance around the circumference of the pipe. Core drill Sewer Regulators R4 and Division 7—STORM, SEWER,WATER May 2017 R39 Modifications IWO No.—UP3633 SP-155