Water Mains. As part of the Infrastructure Improvements, the Developer shall construct the improvements to the public water mains as part of the Project in accordance with this Agreement, City ordinances and standards, applicable state and federal laws, rules and regulations, and applicable permits, certifications and approvals, in accordance with plans and specifications prepared by the Developer and approved by the City Engineer, including demolition of existing mains, as generally shown in the Site Plan, Sheets C-1 through C-9. Existing public water lines to be maintained and protected shall be specified by the City Engineer. Damage to those lines as a result of the construction, or a failure to protect them during construction, shall be repaired immediately by the Developer. Failure of the Developer to repair the water lines to a functioning level within 12 hours or to make reasonable accommodation acceptable to the City shall result in the City being able, in its reasonable discretion, to make the necessary repairs and charge the Performance Bond (as defined below) for the costs. The Infrastructure Improvements shall include connection to existing leads and the construction of any leads or portions of leads necessary to connect existing property service to the new system as the result of elevation changes, in accordance with City standards. The City will not charge the Developer for the abandonment of these existing leads. The final alignment and connection points to the existing system shall be reasonably determined by the City Engineer during the detailed plan review process. Upon final inspection and approval of the newly constructed water lines, the Developer shall make the necessary connection to the existing water lines in accordance with City standards. At no time shall service be disrupted for more than 12 hours. Failure of the Developer to connect the water lines to a functioning level within 12 hours or to make reasonable accommodation acceptable to the City shall result in the City being able, in its reasonable discretion, to make the necessary connection/repair and charge the Performance Bond (as defined below) for any and all costs incurred by City as a result of the failure to connect within 12 hours.
Water Mains. The Developer shall construct the improvements necessary to the public water mains to serve the Project as described in Exhibit C-4. All existing public water lines are to be maintained and protected unless otherwise approved by the City Engineer. Any failure of the existing water lines as a result of the construction, or a failure to protect them during construction, shall be repaired immediately by Developer. Unless prearranged and agreed to by the City, failure of the Developer to repair the water lines to a functioning level within 12 hours shall result in the City being able, in its reasonable discretion, to make the necessary repairs and charge the Performance Bond for the reasonable costs. The Developer shall be responsible for construction of the necessary leads in accordance with City standards and shall obtain all necessary permits, as set forth in Exhibit F. The final alignment and connection points to the existing system shall be reasonably determined by the City Engineer during the detailed plan review process. Upon final approval of the newly constructed water lines, the Developer shall make the necessary connection to the existing water lines in accordance with City standards. Unless prearranged and agreed to by the City, at no time shall service be disrupted for more than 12 hours. Failure of the Developer to timely connect the water lines to a functioning level within 12 hours or as otherwise agreed shall result in the City being able, in its reasonable discretion, to make the necessary connection/repair and charge the Performance Bond for the reasonable costs incurred by City as a result of the failure to timely connect.
Water Mains. 16. The Owner shall construct the water main system according to the plans and specifications set out in Schedule "E" and Municipal Specifications and such approval as may be granted under the Ontario Water Resources Act, and shall maintain the system until a Final Certificate of Approval of the Works has been issued for the Works within the Owner's Lands.
Water Mains. The applicant shall provide adequate mains, valves and service lines to each lot in such a manner that street and sidewalk cuts will not be required in order to connect. The applicant shall follow the Water Vitality Policies and Standards of the Triview Metropolitan District Design Criteria and Construction Specifications Manual, available at the Planning Department. See Section 18.05.160.
Water Mains. A. A 16″ water main in North 0xx Xxxxxx shall be designed and constructed by Owner through the City’s Executive Order Construction Process from Alvo Road to the south boundary of the Property. The construction may be phased in accordance with Phase 2 and Phase 3 of the Development Plan.
Water Mains. It shall be the responsibility of the Contractor to uncover such mains for a reasonable distance ahead of Contractor's construction operation to permit field adjustments where such might be made in grade, location, or alignment of the proposed sewer and water main and/or appurtenances. An existing water main, including water services, shall be raised or lowered to pass over the sewer (where the elevation of the water main conflicts with the elevation of the sewer), provided a minimum cover of five feet is maintained on the water main. The relocation shall not be constructed such that air will be trapped in the main. The raising or lowering of existing water mains shall be accomplished by using vertical bends properly anchored. A sand cushion shall be provided between the water main and the sewer. The Contractor shall notify the Township before any work on existing water mains is begun. The configuration of the bends and thickness of the sand cushion shall be subject to Township approval. (A minimum of 18″ vertical separation is required.) Changes in water main may require adding restraint to the existing main.
Water Mains. When service to a Homeowner’s property requires the extension of the Water System’s water mains, the Company may require the Homeowner, at the expense of the Homeowner, to install a water main to the specifications of the Water System, or the Company may require the Homeowner to pay for the installation of the water main by the Company. All water mains, whether installed by the Company or by a Homeowner, are included in the Water System and become the property of the Company.
Water Mains. Water mains shall be installed and constructed in such a manner that every lot or parcel of land shall be served by means of a connection within its own frontage. The installation, construction, and design of water mains shall be in accordance with the Specifications. Fire Hydrants. Fire hydrants shall be installed and located at intervals of approximately * feet in a manner permitting connection of a 10-foot to 20- foot, non-flexible steamer hose connection with a fire truck standing on the pavement. The installation, construction, and design of the hydrants shall be in accordance with the Specifications. *As determined by the Fire Marshal.
Water Mains. 12-1 General 12-1 12-1.01 Scope 12-1 12-1.02 Description of Work 12-1 12-1.03 Public Convenience, Preservation of Property, and Cleanup 12-1 12-1.04 Permits 12-1 12-1.05 Submittals 12-1 12-1.06 Inspection 12-2 12-2 Materials 12-2 12-2.01 General 12-2 12-2.02 Pipeline Material 12-2 12-2.02-A Ductile Iron Pipe (DIP) 12-3 12-2.02-B PVC Pressure Pipe (Polyvinyl Chloride) 12-3 12-2.02-C PVC Transmission Pipe (Polyvinyl Chloride) 12-4 12-2.02-D PVC Schedule 40 and 80 (Polyvinyl Chloride) 12-4 12-2.03 Fittings 12-4 12-2.04 Joint Configurations 12-5 12-2.05 Flange Insulation for Discontinuity 12-5 12-2.06 Restrained Joints 12-6 12-2.07 Polyethylene Encasement for Ductile Iron Pipe 12-6 12-2.08 PVC Primer and Solvent Cement 12-6 12-2.09 Mechanical Couplings 12-7 12-2.10 Concrete 12-7 12-2.11 Locating Wire and Connectors 12-7 12-2.12 Sand-Cement Slurry Backfill 12-7 12-2.13 Aggregate Base and Crushed Rock 12-7 12-2.13-A Caltrans Class 2 Aggregate Base 12-7 12-2.13-B Crushed Rock 12-7 12-2.14 Replacement Pavement 12-8 12-2.15 Chip Seal 12-8 12-2.16 Straw Xxxxx 12-8 12-3 Installation 12-8 12-3.01 General 12-8 12-3.02 Horizontal Alignment 12-8 12-3.03 Vertical Alignment 12-8 12-3.03-A Vertical Alignment Design Data 12-8 12-3.03-B Percent Slopes 12-8 12-3.03-C Vertical Clearances and Other Controlling Elevations 12-9 12-3.03-D Minimum Cover 12-9 12-3.04 Separation of Water Mains and Sanitary Sewers 12-9 12-3.05 Pipe Lengths 12-10 12-3.06 Dust Control 12-10 12-3.07 Pipe Trench Excavation 12-10 12-3.07-A Paved Areas 12-10 12-3.07-B Trench Configuration 12-10 12-3.07-C Stockpiling 12-10 12-3.07-D Tree Roots 12-10 12-3.07-E Underground Facilities 12-11 12-3.07-F Drilling and Blasting 12-11 12-3.07-G Over Excavation 12-11 12-3.07-H Ground Water and Unsuitable Material 12-11 12-3.07-I Disposal of Material 12-12 12-3.07-J Trench and Excavation Support 12-12 12-3.07-K Rock Excavation 12-12 12-3.08 Pipe and Fitting Installation 12-13 12-3.08-A Storage and Handling 12-13 12-3.08-B Installation 12-13 12-3.08-C Corrosion Protection 12-14 12-3.08-D Reaction Blocking 12-15 12-3.08-E Locating Wire Installation 12-15 12-3.09 Pipe Trench Backfill 12-15 12-3.09-A Backfill Selection 12-16 12-3.09-B Backfilling Operations 12-17 12-3.09-C Sand-Cement Slurry Backfill 12-17 12-3.09-D Backfill for Wet Conditions 12-17 12-3.09-E Backfill Compaction 12-17 12-3.10 Connection to Existing Water Mains 12-18 12-3.11 Temporary Erosion Control 12-18 12-3.11-A Straw Bale Dikes 12-18 12-4 Trench Restorat...
Water Mains. 1.01 MATERIALS General: All water mains shall be ductile iron pipe centrifugally cast cement-lined and shall conform with AWWA C151 (ANSI A21.51), Ductile-Iron Pipe, Centrifugally Cast for Water, latest revision thereof. Cement lining shall conform with AWWA C104 (ANSI A21.4-1985), Cement Mortar Lining for Cast Iron and Ductile-Iron Pipe and Fittings for Water, latest revision thereof, and shall include a bituminous seal coat. Pipe exterior for all pipe to be buried shall receive a standard foundry coal tar dip coating in accordance with AWWA C151; manufacturer shall meet with EPA approval. Pipe may be furnished in 18 or 20-foot nominal laying lengths.
