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1300 W MARINE VIEW DR 2018-01-19
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1300 W MARINE VIEW DR 2018-01-19
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Last modified
1/19/2018 8:18:41 AM
Creation date
6/21/2017 11:13:18 AM
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Address Document
Street Name
W MARINE VIEW DR
Street Number
1300
Notes
NORTH MARINA REDEVELOPEMENT
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uniform support along the full length of the pipe, valves and fittings. Care shall be taken to prevent any <br /> damage to the pipe or its protective coating. <br /> SECTION 7-09.3 OF THE STANDARD SPECIFICATIONS IS SUPPLEMENTED BY THE <br /> FOLLOWING: <br /> 7-09.3(10) Backfilling Trenches <br /> Compaction of trench materials shall be accomplished using machine operated mechanical compaction or <br /> hand operated mechanical compaction as described in Section 2-03.3(14)C, Method C, of the Standard <br /> Specifications. <br /> The minimum cover for water mains 12 inches in diameter or smaller shall be 36 inches to the top of pipe. <br /> The minimum cover for water mains over 12 inches in diameter shall be 48 inches to the top of pipe. The <br /> maximum depth shall not be greater than 60 inches to the top of pipe. <br /> All depths both minimum and maximum shall be from finish grades and shall be adhered to unless indicated <br /> otherwise on the drawings. The water line and hydrants shall be installed by line and grade information as <br /> supplied by a survey. <br /> 7-09.3(13) Handling of Pipe <br /> ALL WATER PIPE PURCHASED AND INSTALLED AS PART OF A CITY OF EVERETT - <br /> WATER SYSTEM SHALL BE SUPPLIED WITH WATERTIGHT PIPE PLUGS FROM THE <br /> MANUFACTURER. THE PLUGS SHALL BE INSTALLED IMMEDIATELY FOLLOWING <br /> MANUFACTURE AND TESTING. FURTHERMORE, TO COMPLY WITH CITY OF <br /> EVERETT'S DESIGN AND CONSTRUCTION STANDARDS AND AWWA STANDARDS THESE <br /> PLUGS SHALL REMAIN IN PLACE UNTIL THE PIPE IS INSTALLED IN THE TRENCH. <br /> REFERENCES: <br /> EVERETT'S DESIGN AND CONSTRUCTION STANDARD,SECTION 5-8.2, <br /> AWWA STANDARD C600—93, SECTION 3.3.6, <br /> AWWA STANDARD C651, SECTION 4. <br /> IF THERE IS ANY PIPE NOT MEETING THIS REQUIREMENT, THE CITY SHALL REJECT <br /> IT, OR -UNDER SPECIAL CIRCUMSTANCES, MAY ALLOW THAT IT BE SWABBED OUT <br /> WITH A CHLORINE SOLUTION AND CAPPED BEFORE ACCEPTANCE BY THE CITY. <br /> WATER QUALITY PERSONNEL WILL BE MONITORING IMPLEMENTATION OF THIS <br /> POLICY. <br /> THIS WILL BE STRICTLY ENFORCED. <br /> Pipes shall be stored on level ground, preferably sand, free of sharp objects which could damage the pipe or <br /> fittings. Stacking of the HDPE pipe shall be limited to a height that will not cause excessive deformation of <br /> the bottom layers of pipe under anticipated temperature conditions. Stacking of pipe shall comply with the <br /> manufacturers published recommendations. Where necessary due to ground conditions, the pipe shall be <br /> stored on wooden sleepers, spaced suitably and of such width as not to allow deformation of the pipe at the <br /> point of contact with the sleeper or between supports. <br /> The joined HDPE pipe shall not be dragged over sharp or other objects that may cut or otherwise damage the <br /> pipe. Slings for handling the pipeline shall not be positioned at butt fused joints to prevent stressing the <br /> fused joints. Sections of pipe with a penetration of more than 1/8th inch shall have a section of pipe one foot <br /> on either side of the damaged section cut out and removed. The ends of the undamaged sections of pipe will <br /> then be rejoined using the butt fusion process. y <br /> Handling and shipping of thermoplastic powder coated ductile iron pipe while being transported and in the i <br /> field shall be in accordance with AWWA C214, and as specified herein. Pipe, at all times, shall be handled <br /> with equipment such as stout wide canvas slings and wide padded skids design to prevent damage to the <br /> UP3220-Div.7 Page SP 74 June 15,2005 � <br />
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