(A) Water main pipe and fittings.
(1) All water mains shall be ductile iron pipe, Class 2, cement lined.
(2) The contractor shall have the option of using a “push-on” or mechanical-type joint.
(3) All fittings shall have mechanical joints.
(B) Valves and vaults.
(1) All valves shall be gate type and of a brand approved by the Superintendent of Water.
(2) All valves shall be in vaults.
(3) The word “WATER” in raised letters shall be on the lid of the vault.
(4) Sixteen-inch valves shall be Butterfly type, A.W.W.A.
(C) Fire hydrants.
(1) All fire hydrants shall be equipped with auxiliary valve and valve box.
(2) Fire hydrants shall have a four-inch “steamer” connection and national standard threads.
(D) Sampling tap.
(1) Two one-inch sampling taps shall be installed in the water main in each valve vault; one on each side of the gate valve therein.
(2) These taps shall be similar or equal to that manufactured by the Mueller Company of Decatur, Illinois, as shown in their catalogue as No. H-l 500.
(E) Pressure test.
(1) The Village Engineer shall be present at all testing of water mains.
(2) The Engineer shall be given 48-hours’ notice previous to starting the pressure test (125 psi).
(F) Chlorination report. One copy of the approved chlorination report shall be given to the Village Engineer.
(G) Copper services. Shall be one and one-half inch type “K”.
(1) Curb stop: Mueller Co. H-15160, one and one-half inch Minneapolis Pattern Copper inlet and outlet.
(2) “B”-box: Mueller Co. H-10302, one and one-half inch Minneapolis Pattern five and one-half foot length, fully extended.
(3) Corporation stop: Mueller Co. H-15000, one and one-half inch.
(Ord. 4107, passed 6-20-2011)