6920 SEAWAY BLVD 2018-01-01 MF Import

• - , B. All gote valves shall be installed and Tested with ihe water main pipe. 2.03 VALVE BOXES Valv� boxes shall conform io Section 5.3.12 of the Sto�.dard Specifications. 2.04 FIRE HYDRANTS A. Fire hydranis shall be Corey type (opening wiih the pressure) conforming to AWWA C502-64 with a 6-inch inlei and a minimum M.V.O. of 5-I/4 inch, per Section 5.3.15. B. Fire hydrants shall be of Traffic type and provision shall be made for drainage of barrel to protect units from freezing. Fire hydrants sholl be Pacific StaTes CasT Iron Pipe Co. (Model 2) or approved equal. Approval of the City of Everett must be obtained prior to installation. C. Hydranis shall be painted per Section 5.3.(5.1. D. All hydrants shall be installed with an auxiliary gate valve between ihe hydront main valve and ihe water main. The gate valve shall be UL approved and have a two-inch square operating nut. The valve shall be instalied at the hyd�•ant-lateral tee. If ihe hydrant is greater than ten (10) feet from the mairy ihe gate valve shall be installed in the laterul line, ten feet from the hydnint. The protector cover for ihe valve shall be left in plain view, flush wi'h grade afTer landscaping or paving. E. Hydrar,!s; auxiliary gate valves and supply lines shall be installed to meet sound engineering standards per NFPA Ot24, paragraphs 4202, 4301, 4302, 4303, 4304, 4305, and shall be tested in occordance with Section 5.3.22. PART 3- EXECUTION 3.01 INSTALLATION All water mains and appurtenonces shc;l be insialled in accordance with Section 5 of �he Standard Speciticotions i�cludinq Thrust blocks. Due to the var in site conditions the Coniractor shall be res onsible for sizin of t�•ust bloc inq, per tandard rawinv o. 5 . 3.02 TRENCH, EXCAVATION AND BACKFILL See Section 02221 for trench condiTions. 3.03 TESTING AIl water lines, valves and fire hydrants shall be tested and corrected as required, to conform to Section 5.3.22. 02713-2 �Z 8301