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� ' 6 <br /> Section 24. Water service pipe from the corporation stop to the <br /> water meter other than for services larger than 2 inches in diameter <br /> shall be cold drawn, soft annealed, seamless copper suitaUle for undex- <br /> ground service with proper bending temper with quality and properties <br /> equal to A.S .T.M. Class K specifications and United States Government <br /> Type K specification W.W.T. 799. For services larger than 2 inches in <br /> diameter materials as are approved in the City of Decatur specifica- <br /> tions for water main installations may be used with the approval of the <br /> Inspection Division and the Director of the Water Department. Between <br /> water main tap and service stop there shall be a continuous unspliced <br /> run of pipe except where the distance between tap and stop exceeds 100 <br /> feet in which case splices may be permitted with the approval of the In- <br /> spection Division. <br /> Section 25. All joints and fittings between main and water meter <br /> shall be made from heavy brass metal with generous wrench surfaces which <br /> permit the joints to be easily and firmly made. The spud end of coup- <br /> lings, curb stops, corporation stop shall have a convex surface and the <br /> nut thereto shall have an opposed convex surface with extra long skirts <br /> of a diameter not less than that of the pipe, or the same shall be pro- <br /> vided with a compression connection equal in quality and performance to <br /> Mueller Co. 110 compression connections. The curb stop shall be the in- <br /> verted type with brass or galvanized tee head with round way openings <br /> and threaded for Minneapolis Patterson Extension Service Box or shall be <br /> Mueller Co. Mark II Oriseal valve similarly threaded. The inlet thread <br /> of the corporation stop shall be tapered. When a water service has as a <br /> part thereof pipe of a diameter of 14 inches or larger silver solder or an <br /> equivalent joining material may be used to join fittings to such pipe . <br /> Section 26. Al1 service pipes shall in all cases be buried not less <br /> than 3 feet 6 inches under the surface of the ground laid with due regard <br /> for danger from freezing. And if on unimproved streets, shall be laid on <br /> a level with the bottom of the main from the main to within 1 foot of the <br /> curb stop or gate valve, as the case may be , and in no case less than 3 <br /> feet 6 inches below the surface of the ground. Service pipes shall not be <br /> placed where either pipe or curb stop will be in a driveway. <br /> Section 27. Each lot shall have a separate main tap and corporation <br /> stop and a separate curb stop and box which curb stop and box shall be <br /> placed at grade within 1 foot of the sidewalk line or if the main tapped <br /> is in an alley, at grade within 6 inches of the lot line and if there are <br /> two or more houses or buildings on a single lot, separate taps and separ- <br /> ate curb stops shall be placed as above for each building served. When- <br /> ever a service requires more than '75 feet between taps and curb stop or <br /> gate valve, as the case may be, an additional stop or valve, as the case <br /> may be, shall be placed as close to the main tap as possible located simi- <br /> larly as is required above . All curb stops and gate valves shall be loca- <br /> ted on public property. <br /> Section 28. The curb stop shall be made of red brass tested to with- <br /> stand an internal bursting pressure of 180 pounds per square inch and so <br />