Agenda - Council - 06/27/2017 - Laserfiche WebLink

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6. Compaction, hydrostatic, leakage, disinfecting, conform bacteria and conductivity testing, include in the price bid for water main. 7. Furnishing and installing thrust block, tie rods, joint restraints and sacrificial zinc anode caps as shown on the plans and as specified. 8. Turning hydrant heads to a location as directed by the Engineer, include in the price bid for hydrants. 9. If a separate bid item for temporary water service is NOT included in the Schedule of Unit Prices, providing continuous temporary water service to affected users, include in the price bid for water main. 10. The wood and/or metal parts necessary to identify the ends of the unattached service lines and curb stops are included in the price bid for water services. 11. If a separate bid item for bypass pumping is NOT included in the Schedule of Unit Prices, providing temporary bypass pumping / control of storm water flows around the construction zone, include in the price bid for watermain. 12. The painting or re -painting of hydrants with scratches and/or abrasions, include in the price bid for hydrants. 13. Providing temporary corporations, copper pipe, plugs, etc. for hydrostatic watermain testing, include in the unit price bid for watermain. 14. The cost to furnish and install copper water service couplings, include in the unit price bid for water service pipe. 15. If the watermain is to be installed inside a casing pipe, furnishing and placing the carrier pipe, carrier pipe support materials, sand fill and grout seals, include in the unit price bid for watermain. 1.3 SPECIFICATION REFERENCES A. Reference CEAM Specification No. 2611 shall apply to the water main and service line construction, except as modified herein. B. Unless noted otherwise, the provisions in this section are in addition to the referenced specification. 1.4 SUBMITTALS A. Work plan for temporary service. PART 2 -- PRODUCTS 2.1 OPEN CUT WATERMAIN MATERIAL A. The following water pipe materials will be allowed for use on this project: 1. All watermain under 8" diameter shall be ductile iron pipe, Class 53. Watermain 8" and larger shall be ductile iron pipe, class 52. The ductile iron pipe watermain shall be in accordance with the provisions of CEAM 2611.2A1. 2. All trenches shall be excavated so that the pipe may be laid accurately to grade with a minimum of 7- 1/2 feet of earth cover over the top of the pipe, unless noted otherwise on the drawings. 3. All rubber gasket joints shall be in accordance with A.W.W.A Specification C111. All joints shall be push on or mechanical joint type. 4. All joints shall be provided with copper straps for the purpose of conducting electric current. Lead tip gasket alone is not an acceptable method of conductivity. Straps shall be capable of carrying 600 amps. 5. Water service shall not be interrupted before 9:00 a.m. on any day. If water service interruption seriously interferes with the day-to-day operations of a commercial -industrial business, the Contractor City of Ramsey - R16.111092 DOMESTIC WATER SYSTEM April 5, 2017 PAGE 02510-3 V092214 © Bolton & Menk, Inc. 2017, All Rights Reserved