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1999-049
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1999-049
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Last modified
7/12/2023 10:10:37 AM
Creation date
7/12/2023 9:54:22 AM
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Template:
Official Documents
Official Document Type
Miscellaneous
Approved Date
02/16/1999
Control Number
1999-049
Entity Name
Driveways Inc.
Subject
Cherrywood Estates Water Expansion Project# 98-05-DS
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C-1 <br />E <br />42625-2 <br />P, pe class 50 Class 52 <br />Diameter Minimum Wall Thickness Minimum Wall Thickness <br />finches) linchesl finches) <br />4 -__- 0.29 <br />6 4.25 0.31 <br />8 0.27 0.33 <br />10 0.29 0.35 <br />12 0.31 4.37 <br />14 0.33 0.39 <br />16 0.34 0.40 <br />18 0.35 0.41 <br />20 0.36 0.42 <br />24 4.38 0.44 <br />30 0.39 0.47 <br />36 0.43 0.53 <br />42 0.47 0.59 <br />1.04 <br />FITTINGS <br />A. <br />All underground fittings shall be either bell and <br />spigot, or mechanical joint. Mechanical joints shall <br />conform to AWWA specification C110 (ANSI 21.10-87), or <br />latest revision. All aboveground fittings shall be <br />flanged joint. <br />B. <br />The pressure rating shall be 250 psi for fittings up to <br />12 inches and a minimum of 150 psi for larger sizes. <br />C. <br />All fittings shall be lined with the same material as <br />specified for the pipe as per paragraph 1.05. <br />1.05 <br />LINING AND COATING <br />A. <br />Unless otherwise indicated, all ductile iron pipe shall <br />be factory lined and coated. <br />B. <br />Limeq: All pipe shall be cement mortar lined and seal <br />coated in accordance with AWWA Standard C104 (ANSI. <br />A21.4^85), or latest revision. <br />C. <br />Coating: Unless specified otherwise, all pipe shall be <br />bituminous coated outside to a dry film thickness of at <br />bast 2 mil. <br />D. <br />Repair: Anywhere that the coating is removed purposely <br />or accidentally, the area shall be cleasied of any rust, <br />grease, and dirt and re -coated to a minimum dry film as <br />specified for the individual piece. <br />42625-2 <br />
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