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Meridian Park Pumping System Bid Package 3.17.14PLANS AND TECHNICAL SPECIFICATIONS CITY OF MERIDIAN PARKS AND RECREATION DEPARMENT 77-A CRE PARK IRRIGATION WELL PUMPING SYSTEM ISSUED FOR BIDDING AND CONSTRUCTION March 2014 SPF WATER ENGINEERING CITY OF MERIDIAN 77 -ACRE PARK IRRIGATION WELL PUMPING SYSTEM TABLE OF CONTENTS Page No. DIVISION 1 - GENERAL............................................................................................ 1 - 6 IRRIGATION WELL PUMPING SYSTEM.................................................................. 1 - 12 BIDSCHEDULE......................................................................................................... 1 - 1 WELL PUMPING SYSTEM PLANS........................................................................... G-1 - M-1 MERIDIAN PARK WELL PUMPING SYSTEM TABLE OF CONTENTS SPF WATER ENGINEERING — MARCH 2014 PAGE 1 of 1 DIVISION 1 — GENERAL 1.1 SCOPE OF WORK A. Furnish and install one pumping system for the new well at the City of Meridian Parks and Recreation Department's 77 -acre park. Installation will include mechanical and electrical equipment for the pumping system, piping from the well to two surface water delivery points, and other associated appurtenances required for a fully operational system. The facilities constructed shall include all materials and equipment as shown on the contract drawings and described herein. The selected contractor shall furnish and install all required materials and appurtenances. 2. All building permits and associated construction approvals will be the sole responsibility of the selected contractor. 3. All materials installed during this contract shall be new unless approved by the Engineer and Owner. 4. Contractor shall be responsible for maintaining erosion and sediment control structures and practices. The Contractor will be required to prepare an erosion and sediment control plan for the work. The plan shall describe construction activities, nearby drainage features, location and type of Best Management Practices (BMPs), inspection and maintenance schedule, materials and waste management, spill prevention and control, the responsible person for implementing the plan, and any other additional information required. 5. The Contractor shall initiate discussions and coordinate all work related to IPCo installing the new service to the well site, including setting transformer and meter and providing conductor in conduit from pole to meter at well site. The Owner will pay the IPCo fee directly. 1.2 SPECIFICATIONS A. This document provides technical specifications for the City of Meridian 77 -Acre Park Irrigation Well Pumping System. The specifications contained herein are to be considered supplemental specifications to the current version of the Idaho Standards for Public Works Construction (ISPWC). In the event of a conflict between these specifications and the ISPWC Specifications, the ISPWC specifications, or whichever specification is more stringent, shall control. 1.3 QUALITY ASSURANCE A. The Work performed under this Contract shall consist of furnishing all plant, tools, equipment, materials, supplies and manufactured articles and furnishing all labor, transportation, and services, including fuel, power, water, and essential communications, and performing all work, or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The Work shall be completed, and all work, materials, and services not expressly indicated or called for in the Contract Documents which may be necessary for the completion of, and proper construction of the Work in good faith shall be provided by the Contractor as though originally so indicated, at no increase in cost to the Owner. MERIDIAN PARK WELL PUMPING SYSTEM DIVISION 1 SPF WATER ENGINEERING — MARCH 2014 PAGE 1 of 6 B. All equipment and materials must comply with all applicable standards of. AASHTO American Association of State Highway Officials ACI American Concrete Institute AISC American Institute of Steel Construction ANSI American National Standards Institute ASTM American Society for Testing and Materials AWWA American Water Works Association ISPWC Idaho Standards for Public Works Construction NEC National Electrical Code NFPA National Fire Protection Association NSF National Sanitation Foundation OSHA Occupational Safety & Health Administration RSWW Recommended Standards for Water Works UBC Uniform Building Code 1.4 SUBMITTALS A. Before executing any work in this section the selected contractor shall submit for documentation, job specific selected materials and equipment and all appurtenances as specified in the Contract Documents, including: • Submersible Pump and Motor, including performance curve, assembly and installation drawings, and full electric motor information for the pump • All Piping, including joint information, coatings, and pressure classes • Pipe Supports • Pump Control Panel • Pressure Relief Valve • Butterfly Valve • Gate Valves • Check Valve • Air/Vacuum Valve • Pressure Gauge MERIDIAN PARK WELL PUMPING SYSTEM DIVISION 1 SPF WATER ENGINEERING — MARCH 2014 PAGE 2 of 6 Any other equipment requested by the Engineer 1.5 WARRANTY A. If within a period two (2) years from the date of completion, any part of the Work described herein or on the plans proves to be defective in installation, material or workmanship the contractor shall warrant replacement or repair to the satisfaction of the Owner at no expense to the Owner. 1.6 PROGRESS OF CONSTRUCTION A. It is the intention of the Contract Documents that the progress of the work shall proceed in a systematic manner so the minimum of inconvenience will result to the public in the course of construction. Cleanup of all construction debris, excess excavation, excess materials, and complete restoration of all fences, mailboxes, irrigation structures, ditches, culverts, signposts, and similar items shall be completed immediately following the disturbance. The Contractor shall stockpile excavated material so as to do the least damage to adjacent areas or fences, regardless of whether these are on private property or public rights-of-way. All excavated materials shall be removed from adjacent areas, and these surfaces shall be left in a condition equivalent to their original surface and free from all rocks, gravel, boulders, or other foreign material. B. It is the intent of these Specifications that the Contractor is responsible for any necessary asphalt pavement repair and shall provide all labor and equipment necessary to grade and maintain in a reasonable condition all streets which have been affected by construction until surface repair has been completed. 1.7 STARTUP OF WATER FACILITIES A. Furnishing and Installation The Contractor shall provide all tools, supplies, materials, equipment, and labor necessary for the furnishing, construction, installation, testing, and operation of all equipment and appurtenant work, complete and operable, in accordance with the requirements of the Contract Documents. B. Quality Assurance Inspection, Startup, and Field Adjustment: The Contractor shall demonstrate that all equipment meets the specified performance requirements. Contractor shall provide the services of an experienced, competent, and authorized service representative of the manufacturer of each item of major equipment who shall visit the site of Work to perform the following tasks unless otherwise specifically approved by the Engineer: a. Assist the Contractor in the installation of the equipment. b. Inspect, check, adjust if necessary and approve the equipment installation. C. Start-up and field-test the equipment for proper operation, efficiency, and capacity. d. Perform necessary field adjustments during the test period until the equipment installation and operation are satisfactory to the Engineer. MERIDIAN PARK WELL PUMPING SYSTEM DIVISION 1 SPF WATER ENGINEERING — MARCH 2014 PAGE 3 of 6 e. Instruct the Owner's personnel in the operation and maintenance of the equipment. Instructions shall include step-by-step trouble shooting procedures with all necessary equipment. 1.8 INTERFERING STRUCTURES AND UTILITIES A. The Contractor shall exercise all possible caution to prevent damage to existing structures and utilities, whether aboveground or underground. Whenever possible, the Owner will attempt to locate its facilities so as to provide a minimum of conflict with existing structures and utilities. While the location of existing structures and utilities will be based upon the best information available, the completeness and accuracy of said information cannot be guaranteed, and it is provided simply as a guide to possible difficulties. The Contractor shall be required to notify all utility offices concerned, through Dig Line (1-800-342-1585), at least four (4) days in advance of construction operations in which a utility's facilities may be involved. This shall include but not be limited to irrigation, telephone, electric, and gas. B. It shall be the responsibility of the Contractor to locate and expose all existing underground structures and utilities in advance of excavation. Any structure or utilities damaged by the work shall be repaired or replaced in a condition equal to or better than the condition prior to the damage. Such repair or replacement shall be accomplished at the Contractor's expense. C. The Contractor shall remove and replace such small miscellaneous structures as fences, catch basins, drain pipe, culverts, mailboxes, and signposts at his own expense. The Contractor shall replace these structures in a condition as good, or better than, their original conditions. D. If interfering utility poles, guy wires, or anchors are encountered; the Contractor shall notify the utility company at least seven (7) days in advance of construction to permit arrangements with the utility company for protection or relocation of the structure. E. The Contractor shall remove, protect and replace all drainage ways, all drainage and irrigation structures, or other improvements and similar items located near the proposed improvements at his own expense. Replacement shall be in a manner and in a condition at least equivalent to the original condition. F. If the Contractor encounters existing structures that interfere with the new facility(ies), he shall notify the Engineer before continuing with the construction in order that the Engineer may make such field revisions as necessary to avoid conflict with the existing structures. The cost of waiting or "down" time during such field revision shall be borne by the Contractor. If the Contractor shall fail to so notify the Engineer when an existing structure is encountered, but shall proceed with the construction despite this interference, he shall do so at his own risk. In particular, when the location of the new construction, as shown on the Plans, will prohibit the restoration of existing structures to their original conditions, he shall notify the Engineer so field relocation may be made to avoid the conflict. 1.9 AS -BUILT DRAWINGS A. The Contractor will be required to furnish one red -lined set of as -built revisions on the work order drawing or sketch provided, indicating the exact location of all facilities installed. As -built drawings completed by the Contractor and approved by the Engineer or his representative, shall be submitted prior to acceptance of the project by the Owner. MERIDIAN PARK WELL PUMPING SYSTEM DIVISION 1 SPF WATER ENGINEERING — MARCH 2014 PAGE 4 of 6 1.10 FIELD RELOCATION A. During the progress of construction, it is possible that minor relocations may be necessary. Such relocations shall be made only by direction of the Engineer or his representative. 1.11 PUBLIC SAFETY AND CONVENIENCE A. The Contractor shall comply with all rules and regulations of the City, County, and State authorities regarding the closing of public streets or highways to the use of public traffic. No road shall be closed by the Contractor to the public except by express permission of the Engineer. Traffic must be kept open on roads and streets where a detour is impossible. The Contractor shall, at all times, conduct his work so as to assure the least possible obstruction to traffic and normal commercial pursuits. All obstructions within traveled roadways shall be protected by approved signs, barricades, and lights where necessary or ordered by the Engineer or his representative for the safety of the traveling public. The convenience of the general public and the protection of persons and property are of prime importance and shall be provided for by the Contractor in an adequate and satisfactory manner. B. The Contractor shall use every reasonable precaution to safeguard the persons and property of the traveling public. Failure of the Engineer or his representative to notify the Contractor to maintain barricades, barriers, lights, flares, danger signals, or watchmen shall not relieve the Contractor from his responsibility. All barricades and obstructions shall be protected at night by signal lights, which shall be suitably distributed across the roadway or alleyway and kept burning from sunset to sunrise. C. Whenever the Contractor's operations create a hazardous condition, he shall furnish flagmen and guards as necessary or as ordered by the Engineer or his representative to give adequate warning to the public of any dangerous conditions to be encountered. He shall furnish, erect, and maintain approved fences, barricades, lights, signs, and any other devices that may be necessary to prevent accidents and to avoid damage and injury to the public. Flagmen and guards while on duty and assigned to give warning to the public, shall be equipped with appropriate wearing apparel and flagging that shall be kept clean and in good repair. D. The Contractor will be required to confine construction operations within the dedicated private property, rights-of-way or within areas for which construction easements have been obtained unless he has made special arrangements with the affected property Owners in advance. The Contractor will be required to protect stored materials, cultivated crops and trees, and other items located adjacent to the pipelines. Property Owners affected by the construction shall be notified by the Contractor at least forty-eight (48) hour in advance of the time construction begins. During all construction operations, the Contractor shall construct and maintain such facilities as may be required to provide access by all property Owners to their property. 1.12 PERMITS A. The Contractor shall be responsible for all required permits, inspection fees, and traffic control. MERIDIAN PARK WELL PUMPING SYSTEM DIVISION 1 SPF WATER ENGINEERING — MARCH 2014 PAGE 5 of 6 1.13 LAND MONUMENTS A. The Contractor shall preserve existing City, County, State, and Federal land monuments wherever possible. When these monuments cannot be preserved, the Contractor shall notify the Engineer or his representative at least forty-eight (48) hours in advance of the proposed construction in order that the Engineer will have ample opportunity to reference these monuments for later replacement. 1.14 TECHNICAL MANUAL A. The Contractor shall submit two (2) copies of the Technical Manual. The Manual shall include technical operation and maintenance information for each item of mechanical, electrical, and instrumentation equipment. It shall be written so it can be used and understood by the Owner's operation and maintenance staff. The manual shall include: equipment summary, valve chart, operational procedures, preventative maintenance procedures, parts list, wiring diagrams, shop drawings, safety equipment documentation and spare parts list. 1.15 TRAINING A. The Contractor shall hold one (1) 4 -hour training sessions to train Owner's personnel in use of the equipment. 1.16 FINAL CLEANUP A. After completion of all Work associated with this contract, the Contractor shall clean up the Work site and any property used by his operations to the satisfaction of the Owner and Engineer. The Contractor shall remove and legally dispose of all excess materials resulting from his Work, and shall repair, replace, or restore all property of any type or nature which has been moved, damaged, or altered in any way by his operations, to the satisfaction of the Owner and Engineer. - END OF GENERAL - MERIDIAN PARK WELL PUMPING SYSTEM DIVISION 1 SPF WATER ENGINEERING — MARCH 2014 PAGE 6 of 6 TECHNICAL SPECIFICATIONS CITY OF MERIDIAN 77 -ACRE PARK IRRIGATION WELL PUMPING SYSTEM PART1 GENERAL 1.01 THE REQUIREMENT A. The Contractor shall furnish and install the following equipment, complete and operable, all in accordance with the requirements of the Contract Documents. It is the responsibility of the General Contractor to ensure all the work is completed and scopes of work are not duplicated. • 8 -inch submersible turbine pump, 50 -hp motor and motor cables installed in new well • UL -listed pump control panel located in a lockable UL Type 3R enclosure and service meter can mounted on above grade rack • 231 feet of 6 -inch steel column pipe and column check valve in new well • Approximately 230 feet of 0.75 -inch PVC sounding tube installed in well • Watertight flanged well cap to support pump and provide connection between drop pipe and above -ground piping • 6 -inch mechanical piping installed above -ground • 8 -inch HDPE distribution piping installed above -ground to two delivery points • 6 -inch butterfly valve, (2) 6 -inch gate valves, 2.5 -inch pressure relief valve, 1 -inch air/vacuum valve, 6 -inch check valve, pressure gauge, and 2 -inch access port with plug for system blow-out • 8 -inch steel discharge pipe assembly at two delivery points • Conductor between well pump and well head • Conductor and conduit between well head and well pump control panel • Coordination with IPCo to initiate and coordinate their power service to well site (Owner will pay the IPCo fee) • Other appurtenant equipment required for operational system B. The Contractor shall retain and protect any existing irrigation system piping and appurtenances. C. The Contractor shall provide a copy of the manufacturers' warranties covering the Contractor -furnished items and shall include the cost of such warranties in his bid. The warranties shall provide for repair and/or replacement of any defective Contractor -furnished item for a period of two years from the date of operational acceptance of the facility by the Owner. The Contractor shall warranty all Contractor -furnished components of the system; this warranty shall include all parts and labor, including the removal, shipment, and reinstallation as required during this period. MERIDIAN PARK WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS SPF WATER ENGINEERING — MARCH 2014 PAGE 1 of 12 D. The Contractor shall provide shop drawing submittals, with material documentation, for the pump, pump control panel, electrical equipment, valves, piping, and appurtenant equipment. Submitted materials documentation shall be approved by the Engineer prior to ordering material. E. The Contractor shall assume full responsibility for the furnishing and functional operation of the complete pump system, including pump, motor, motor control equipment, and accessories. The Contractor shall coordinate the design, assembly, testing, and erection of the units as specified herein. The Contractor shall be responsible to ensure that all equipment components are compatible. F. The Contractor shall be responsible for all required permits, inspection fees, and traffic control. G. Prior to start-up, the Contractor shall furnish to the Owner two complete copies of operations and maintenance manuals for Contractor -furnished equipment. Printed instructions relating to proper maintenance, disassembly, assembly, and lubrication, and a parts lists indicating the various parts by name, number, and diagram where necessary, shall be furnished in duplicate with each unit. A recommended spare parts list and spare parts price list shall be included. 1.02 BEGINNING AND COMPLETION OF WORK A. The Work shall begin within 45 calendar days of receipt of Notice to Proceed from the Owner. All Work shall be completed within 90 calendar days of receipt of notice to proceed. 1.03 SERVICES FURNISHED BY THE OWNER AND ENGINEER A. Provisions for access to the Work site will be provided by the Owner. The Contractor shall not enter on or occupy with laborers, tools, equipment, or material any ground outside the property and rights-of-way provided by the Owner unless stated otherwise by the Owner. Other contractors, employees, or agents of the Owner or Engineer may enter the work site and premises used by the Contractor for business purposes. B. The Engineer and Owner will provide final inspection of all Work. C. The Owner of the project is the City of Meridian Parks and Recreation Department. All questions, clarifications, and inquiries from the Contractor shall be directed to the Owner or Engineer. D. The Engineer for the pump system project is Jason Thompson, SPF Water Engineering, 300 E. Mallard Drive, Suite 350, Boise, ID 83706, 208-383-4140. MERIDIAN PARK WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS SPF WATER ENGINEERING — MARCH 2014 PAGE 2 of 12 1.04 WORK SITE A. The Work site is located on land owned by the City of Meridian Parks and Recreation Department, in the NE 1/4 NW 1/4 Section 5, T2N, R1 E. The site is located south of Lake Hazel Road, between Eagle Road and Locust Grove Road. B. The Contractor shall be responsible for determining all exact distances/lengths for determination of pipe, cable, and conduit quantities. Distances/lengths provided in the Contract Documents must be verified in the field by the Contractor. C. The Contractor shall be responsible for repair of any underground utilities damaged by his activities. The Contractor shall call Dig -Line prior to excavation. D. The Contractor shall minimize disturbance to surrounding property, including landscaping and pavement. 1.05 CONTRACTOR QUALIFICATIONS A. The Contractor shall have at least five years of pump installation experience and shall have completed at least three similar pump projects. The Contractor shall have a valid Public Works License. 1.06 CONTRACT DOCUMENTS A. The form and detail of the various features of the Work are illustrated on the following drawings accompanying and made part of the Contract documents. • City of Meridian 77 -Acre Park Irrigation Well Pumping System B. The order of precedence in these documents is: 1. Specifications 2. Drawings C. Work not specifically addressed in the specifications or drawing details shall meet the requirements of the current version of the Idaho Standards for Public Works Construction. 1.07 WORKING HOURS A. The Contractor shall work on this project in a steady and diligent manner. The Contractor shall, during all work periods, provide the Owner with a consistent project representative throughout the life of the Contract, and an adequate crew of suitably qualified personnel to prevent unnecessary delays in project completion. 1.08 EROSION AND SEDIMENT CONTROL A. The Contractor will be required to prepare an erosion and sediment control plan for the work. The plan shall describe construction activities, nearby drainage features, MERIDIAN PARK WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS SPF WATER ENGINEERING — MARCH 2014 PAGE 3 of 12 location and type of Best Management Practices (BMPs), inspection and maintenance schedule, materials and waste management, spill prevention and control, the responsible person for implementing the plan, and any other additional information required. B. The Contractor will be required to provide a stabilized construction entrance/exit on the dirt access road. Stabilization is required to prevent sediment from the field from being deposited on the access road and on Lake Hazel Road. The stabilized entrance/exit shall consist of crushed rock or stone placed over a geotextile fabric. The width of the stabilized entrance/exit must be at least 10 feet and it must be at least 30 feet long. Total depth of rock must be at least 6 inches. C. The Contractor shall utilize BMPs per the Idaho Department of Environmental Quality Catalog of Stormwater BMPs for Idaho Cities and Counties in conjunction with any other applicable requirements. D. The Contractor shall provide, maintain, and be responsible for all Erosion and Sediment Control (ESC) structures, practices, permits, and plans to meet all project, local, state, and federal requirements for water quality and erosion and sediment control. 1.09 FINAL CLEANUP After completion of all Work associated with this contract, the Contractor shall clean up the Work site and any property used by his operations to the satisfaction of the Owner and Engineer. The Contractor shall remove and legally dispose of all excess materials resulting from his work, and shall repair, replace, or restore all property of any type or nature which has been moved, damaged, or altered in any way by their operations, to the satisfaction of the Owner and Engineer. Cleanup shall include complete compaction and regrading of all areas impacted by the Work, and all landscape and irrigation repairs. PART PRODUCTS 2.01 PUMP, MOTOR, COLUMN, AND HEAD MODIFICATIONS FOR NEW WELL A. GENERAL: The design criteria presented below for the well pump are based on a preliminary estimation of well production and capacity. Final operating conditions, pump and motor selection, and setting depth will be determined by the Engineer following well completion and successful testing. The well pump and motor submittals will not be accepted until the irrigation well is constructed and tested. B. OPERATING CONDITIONS: The pump will be used for pumping clean ground water from a well, to open discharge into two existing irrigation ditches. The well is constructed with 10 -inch PVC casing. Target pumping rate is 700 gpm with a total dynamic head of 195 feet. The pump shall meet the following operational and dimensional requirements: 1. Shut-off head shall be a minimum of 335 feet. MERIDIAN PARK WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS SPF WATER ENGINEERING — MARCH 2014 PAGE 4 of 12 2. At 500 gpm the minimum TDH shall be 240 feet 3. At 700 gpm the minimum TDH shall be 195 feet 4. At 900 gpm the minimum TDH shall be 120 feet 5. Peak bowl efficiency shall be not less than 78 percent. 6. Length of pump column from top of well casing to the top of pump shall be approximately 231 feet. 7. Nominal motor horsepower shall be 50 hp. 8. Maximum motor and pump speed shall be 3500 rpm. C. PUMP 1. The impellers shall be constructed of bronze. They shall be accurately fitted, smoothly finished, and balanced at all pump speeds. The design shall be non - overloading for the capacity of the motor selected. 2. The pump shaft shall be stainless steel. The bowl bearings shall be bronze. The bowl assembly shall be cast iron with glass enamel. All screws, bolts, nuts, and fasteners shall be stainless steel. 3. The pump shall have a nominal diameter of 8 inches and be suitable for installation in a 10 -inch PVC well casing. 4. The pump shall be a Goulds 8FDLC, 3 stage, or approved equal. D. MOTOR 1. The pump motor shall be of a submersible type, suitable for across -the -line starting and solid state starting, designed for and rated for a 460 volt, 3-phase, 60 hertz power supply, with normal torque and low starting current. The nominal motor horsepower shall be 50 hp and the nominal motor diameter shall be 8 inches. The motor shall be UL 778 recognized and have a service factor of 1.15. The motor furnished shall be corrosion resistant with a stainless steel shaft. The pump to motor couplings shall be stainless steel. 2. The motor shall be compatible with the pump and fully warranted. The motor rating shall be such that at design it will not be loaded beyond the nameplate rating and at no place on the pump curve shall the loading exceed the service factor. 3. The motor shall be manufactured by CentriPro, Franklin, or approved equal. E. COLUMN PIPE AND SOUNDING TUBE 1. Column Pipe. The submersible pump shall be set approximately 231 feet below the top of the well casing on new 6 -inch Schedule 40 steel pipe, not MERIDIAN PARK WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS SPF WATER ENGINEERING — MARCH 2014 PAGE 5 of 12 lighter than 0.280 -inch wall thickness, in interchangeable sections of not more than 21 feet. The pipe shall be connected with threaded sleeve type steel couplings. 2. Column Check Valve. A 6 -inch column check valve shall be located approximately 20 feet above the pump. Column check valve shall have sufficient tensile strength to support the full weight of the riser pipe and water column above, and the column and submersible pump and motor below. Column check shall be an in-line poppet style valve with a ductile iron body. The column check valve shall be designed for vertical applications. Column check valve shall be Flomatic 80DI or approved equal. 3. The Contractor shall drill a 1/8 -inch hole through the column check valve to allow water to slowly drain out of the column pipe. 4. Water Level Sounding Tube. There shall be provided a suitable sounding tube of minimum 0.75 -inch PVC pipe of sufficient length to extend from the top of the well casing to the top of the bowl assembly. All joints shall be air -tight, but the bottom of the pipe shall not be capped. The sounding tube shall be securely fastened to the column pipe and care shall be exercised in lowering the pump assembly so that the sounding tube is not damaged. F. WELL HEAD The top of the 10 -inch well casing shall be equipped with a welded -on steel flange. A steel plate cover shall be placed over the flange with a minimum thickness of 0.375 inches. The cover shall have a 6 -inch threaded adapter to connect to the drop pipe. The adapter shall be of sufficient strength to support the pump, motor, column pipe, cable, and column of water. The cover shall also be provided with a 6 -inch threaded adapter to connect to above -ground discharge piping. 2. The well head cover plate shall be fitted with a 1.5 -inch threaded access port with a 1.5 -inch by 4 -inch long galvanized steel capped nipple. The 0.75 -inch sounding tube shall extend above the well cover into the 1.5 -inch nipple. In addition to the sounding tube, an access port for the motor cables and a 1 -inch screened gooseneck -style air vent shall be provided. 2.02 ELECTRICAL A. GENERAL The Contractor shall install wiring, conduit, motor controls and miscellaneous electrical equipment as described below and shown on the plans. All materials and work shall conform to applicable provisions of City, State, and National Electric Code requirements. The Contractor shall acquire all required electrical permits and inspections. 2. The Contractor shall initiate discussions and coordinate all work related to IPCo installing the new service to the well site. The Owner will pay the IPCo MERIDIAN PARK WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS SPF WATER ENGINEERING — MARCH 2014 PAGE 6 of 12 fee directly. IPCo has indicated they will install transformers on the IPCo pole on Lake Hazel Road and install buried conductor and conduit between transformers and service meter at well site. The Contractor shall install the meter can. B. WIRING: The Contractor shall furnish and install: Motor cables from submersible well pump motor to top of the well casing. Motor cables shall be sized to limit the voltage drop to less than 5% at the motor terminals. The submersible power cables shall be copper in three separate conductors plus a ground. The conductors in the well shall be in a single -jacketed assembly, shall have insulation suitable for continuous immersion, and shall be water and oil resistant. The length of the cable shall be sufficient for the setting plus 20 extra feet at the surface to provide for pulling and installation of the unit. 2. Conductor in conduit between the well head and the well pump control panel. Below grade conductor shall be encased in Schedule 40 PVC conduit and be buried at the appropriate depth stated in the National Electric Code for the system voltage. Above grade conduit shall be rigid steel. 3. Conductor and conduit between the service meter and the well pump control panel. 2.03 PUMP CONTROL PANEL A. GENERAL Initially the pump will discharge into existing irrigation ditches and will be controlled manually. In the future it is anticipated the pump will discharge into a pond and will be controlled automatically from level sensors. 2. Contractor shall furnish and install standard pump control panel for starting the well pump motor. Panel shall be approved for submersible pump applications. Control panel shall be suitable for 480 volt, 3-phase, 60 -Hz power supply. Control panel shall be compatible with the pump motor and the motor shall be fully warrantable by the motor manufacturer when used with the supplied control panel. 3. The control panel shall be capable of accepting start and stop signals either manually at the control panel or automatically from a future level sensor. The panel shall include NEMA motor starter, NO/NC contacts, NEMA contactor, H- OA switch, manual push -to -start button, reset push button, control transformers, lightning arrestor, and power on/off pilot lights. 4. The panel shall be service entrance rated and be housed in a UL approved NEMA 3R enclosure suitable for outdoor installation. The enclosure shall be mounted on galvanized double -strut or 4 -inch galvanized steel conduit posts set in concrete at the location described on the plans. The meter can shall be installed next to the control panel. MERIDIAN PARK WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS SPF WATER ENGINEERING — MARCH 2014 PAGE 7 of 12 5. The pump control panel shall be equipped with a fused disconnect switch or main circuit breaker disconnect integrated into the pump control panel to serve as the disconnect means for the equipment. The disconnect switch shall be rated for service entrance equipment, and be sized appropriately according to UL and NEC guidelines. The switch shall have an externally mounted handle that is lockable in the OFF position. 6. The pump starter shall be a Franklin SPS starter with the required optional accessories, or approved equal. 2.04 PIPE AND FITTINGS A. GENERAL The Contractor shall furnish and install the necessary piping and fittings as described on the plans. The Contractor shall be responsible for supplying any miscellaneous fittings, not specifically called out in the plans or specifications, necessary to make the system operational. Fittings should match the selected pipe material. B. MECHANICAL PIPE AND FITTINGS Mechanical pipe and fittings shall be ductile iron or steel. Ductile iron pipe shall conform to ANSI C151 with flanges conforming to ANSI C115. Steel pipe shall conform to ANSI C200 with flanges conforming to ANSI C207. Above ground pipe shall be primed with a rust -inhibitive primer and painted with two coats of approved epoxy paint suitable for outdoor applications. Ductile iron pipe 6 -inch and larger shall be 0.250 -inch wall thickness, steel pipe shall be Sched 40 (0.280 -inch) in 6 -inch and Sched 20 (0.250 -inch) in 8 -inch. Interior surfaces of all ductile iron pipe and fittings shall be cleaned and lined in the shop with a cement -mortar lining applied centrifugally in conformity with ANSI C104 or ANSI C205. Interior surfaces of steel pipe shall be epoxy coated. 2. The Contractor shall be responsible for supplying any miscellaneous fittings, not specifically called out in the plans or specifications, necessary to make the system operational. All fittings shall be properly restrained. C. DISTRIBUTION PIPE AND FITTINGS Distribution pipe and fittings shall be HDPE that meets ASTM D2239, ASTM D2737, and ASTM D3035 requirements. All distribution piping shall be installed on the ground surface. HPDE pipe shall be DR32.5, rated for 63 psi. HDPE pipe shall be manufactured with PE 4710 resin material conforming to ASTM D3350. Pipe shall be formulated with carbon black and/or ultraviolet stabilizer to protect against UV damage. 2. The Contractor shall be responsible for supplying any miscellaneous fittings, not specifically called out in the plans or specifications, necessary to make the system operational. MERIDIAN PARK WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS SPF WATER ENGINEERING — MARCH 2014 PAGE 8 of 12 2.05 VALVES A. CHECK VALVE 1. General: Check valve shall begin to close as the forward flow diminishes and fully closes at zero velocity preventing flow reversal and resultant water hammer. Valve shall have a center -guided, spring-loaded disc that generates a flow area equal to the nominal valve size. Disc shall be concave to the flow direction. The leakage rate shall not exceed the allowable rate for metal seated valves allowed by AWWA C508. 2. Description: a. Wafer -style, silent operating type b. Diameter: 6 -inch C. Pressure Rating: 125 psi. d. Body Material: Ductile or cast iron. e. Disc Material: Bronze f. Seat Material: Bronze g. Spring Material: Stainless steel 3. The check valve shall be a Val -Matic Series 1400 A or approved equal. B. BUTTERFLY VALVE 1. Butterfly valves shall conform to AWWA C504: Rubber -Seated Butterfly Valves. Valves shall be subjected to performance, leakage, and hydrostatic tests in accordance with procedures and acceptance criteria established by AWWA C504. 2. Butterfly valves shall be appropriate for steady-state water working pressures and steady-state differential pressure up to 150 psi. The rubber seats shall be bonded into the disc or body of the valve. 3. Actuators: Unless otherwise indicated, all manually -actuated butterfly valves shall be equipped with a handwheel and position indicator. 4. Description: a. Diameter: 6 -inch b. Pressure Rating: 150 psi C. Body Material: Ductile or cast iron, epoxy coated d. Disc Material: Cast iron with stainless steel edge e. Seat Material: Buna-N rubber, bonded to valve body f. Shaft Material: Stainless steel 5. Butterfly valve shall be a Pratt Model 2FII or approved equal C. GATE VALVE 1. General: Resilient wedge gate valve conforming to ANSI C515. 2. Description: MERIDIAN PARK WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS SPF WATER ENGINEERING — MARCH 2014 PAGE 9 of 12 a. Diameter: 6 -inch b. Pressure Rating: 250 psi. C. Body Material: Ductile iron, epoxy coated d. Bonnet Material: Ductile iron e. Wedge Material: Ductile iron, fully EPDM rubber encapsulated f. Stem and Wedge Nut: Bronze g. Valve stems sealed by three 0 -rings 3. Actuators: Unless otherwise indicated, all gate valves shall be equipped with a handwheel. 4. Gate valve shall be an American Flow Control Series 2500 or approved equal D. PRESSURE RELIEF VALVE 1. General: Pressure relief valve shall be spring controlled, with a rated working pressure of not less than 150 psi. Pressure discharge setting shall be set in the field. 2. Description: a. Diameter: 2.5 -inch b. Body Material: Aluminum C. Shaft Material: Stainless steel d. Spring Material: Tempered steel e. Pressure relief set point: 50 psi 3. Pressure relief valve shall be a Waterman Model AA -613 or approved equal E. AIR/VACUUM VALVE 1. General: The air/vacuum valve shall be designed to allow large quantities of air to escape the orifice when filling the pipeline and large quantities of air to enter when the pipeline is being drained. When the pipeline is full of water, the orifice shall close water -tight. The valve shall conform to AWWA C512. 2. Description: a. Air Outlet Size: 1 -inch b. Pressure Rating: 150 psi C. Body and Cover Material: Ductile or cast iron, epoxy coated d. Float Material: Stainless steel e. Seat: Buna-N rubber 3. Air/vacuum valve shall be an APCO Model 142 or approved equal 2.06 PRESSURE GAUGE A. A pressure gauge shall be provided as shown on the drawings. The pressure gauge shall be stainless steel, mineral oil -filled, 2.5 inches in diameter, and shall have a pressure range of 0 to 60 psi. A '/2 -inch isolation valve shall be provided allowing isolation of the gauge. MERIDIAN PARK WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS SPF WATER ENGINEERING — MARCH 2014 PAGE 10 of 12 B. The gauge shall be manufactured by NOSHOK or approved equal. PART 3 EXECUTION 3.01 CONSTRUCTION SEQUENCE A. The following construction sequence is anticipated for this project. Sequence may vary based on Contractor's preference for completing Work. 1. Mobilization 2. Coordination with IPCo 3. Install submersible pump, sounding tube, and motor cable in new well 4. Install mechanical piping, valves, and other appurtenances 5. Install fused HDPE distribution piping to two surface water sites 6. Install surface water discharge piping assemblies 7. Install concrete pipe restraints 8. Install pump control panel 9. Install conductor and conduit for power and controls 10. Pressure test all piping 11. Final site cleanup 12. Optimize system operation during startup 13. Final test and inspection of pumping system 14. Demobilization 3.02 INSTALLATION OF EQUIPMENT A. All equipment, materials, and coatings shall be installed in accordance with current version of the ISPWC, industry standard procedures, manufacturer recommendations, and these specifications. Where conflicts occur, the more stringent standard shall apply. B. HDPE pipe shall be joined with thermal butt -fusion joints. All joints shall be made in accordance with ASTM D2657 and the pipe Manufacturer's recommendations, and shall be made by trained qualified personnel. MERIDIAN PARK WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS SPF WATER ENGINEERING — MARCH 2014 PAGE 11 of 12 C. Pumping equipment shall be field tested to verify proper alignment, operation as specified, and freedom from binding, scraping, vibration, and other defects. D. Mechanical piping installed under this contract shall be pressure tested at 150 psi. Distribution piping shall be pressure tested at 50 psi. Any leaks will be corrected prior to acceptance by the Owner. Pressure testing shall be per ISPWC requirements as outlined in Section 401. 3.03 STARTUP A. The Contractor shall demonstrate that all equipment meets the specified performance requirements. The Contractor shall start-up and field-test the equipment for proper operation, and perform necessary field adjustments during the test period until the equipment installation and operation are satisfactory to the Engineer. The Contractor shall retain the services of an experienced, competent, and authorized service representative of the manufacturer of major equipment as required to assist with installation and field-testing. B. Following successful start-up and field testing, the Contractor, or authorized service representative as required, shall instruct the Owner's personnel in the operation and maintenance of the equipment. Instructions shall include step-by-step trouble shooting procedures with all major equipment. 3.04 SITE PROTECTION A. The Contractor shall at all times protect any and all equipment and property of the Owner and shall be responsible to the Owner for any and all damage that may result from his operation or negligence. 3.05 COMPLETION AND CLEANUP A. Upon acceptance of the work by the Owner, the Contractor shall clean the construction site area by removing all equipment, materials, and supplies, and the site shall be left in a neat and orderly fashion. The warranty period shall not begin until the operational acceptance of the facility by the Owner, including final cleanup. PART 4 MEASUREMENT AND PAYMENT 4.01 PUMPING SYSTEM (BASE BID ITEM) A. Measurement and payment for furnishing and installing all components described in the plans and Sections 2.01 through 2.06 of the specifications shall be as a lump sum unit. The lump sum price listed on the Bid Schedule shall be full compensation for all equipment, materials, tools, labor, fuel, excavation, repair, and incidentals necessary to complete the work as described. - END OF IRRIGATION WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS - MERIDIAN PARK WELL PUMPING SYSTEM TECHNICAL SPECIFICATIONS SPF WATER ENGINEERING — MARCH 2014 PAGE 12 of 12 BID SCHEDULE OF ITEMS AND PRICES IRRIGATION WELL PUMPING SYSTEM — MERIDIAN 77 -ACRE PARK The Bidder proposes the following lump sum price shall be full compensation for the complete installation, which includes but is not limited to the submersible pump, piping, valves, electrical, pump control panel, miscellaneous materials, rigs, equipment, power, tools, labor, fuel, excavation, landscape repair, pavement repair, and incidentals necessary to complete the work in accordance with the project drawings and specifications. The bidder is solely responsible for completing all spaces below. The bidder is responsible for the inclusion of all overhead, taxes and profit within their lump sum price. Item Description Estimated Unit Unit Total Quantity Price Amount 1 Pump System 1 lump sum $ Complete Submitted by: R J Signature Title Company Address Idaho Public Works License Telephone Number MERIDIAN PARK WELL PUMPING SYSTEM BID SCHEDULE SPF WATER ENGINEERING - MARCH 2014 PAGE 1 of 1 E r fl—"= 31323 ATF OF Vo W. -25' PROPERTY BOUNDARY WELL 8" HDPE I 5 rl 6" DIP -' B" HDPE 2 DETAIL - NOT TO SCALE APPROX 110 TEMPORARY 8" HDPE, INSTALLED-- ON NSTALLED--ON GROUND, COORDINATE LOCATION W/OWNER; STOCKPILE A LOADER BUCKET OF SOIL OVER PIPE AT MID -LENGTH WELL PUMP DISCHARGE PIPING,- SEE SHIITT M-1 APPROX 1980' TEMPORARY 8" HDPE, INSTALLED- ON NSTALLEDON GROUND, COCR'DINATF LOCATION W/OWNER, STOCKPILE A LOADER BUCKET OF SGIL OVER PIPE EVERY 100 FEET --PROPERTY BOUNDARY , DELIVERY POINT 1 FOR WELL M-1 E LAKE HAZEL RD / -DEFOR wEL=WFL LPOINT M —1 A 4pwl . CSV -!BALL SITE PLAN 200 foo 0 100 200 4W SCALE IN FEET i L _ _r I& 0 Ix 0 NOTES: _ 1. CONSTRUCTION SHALL BE PER THE LATEST VERSION OF THE ISPWC OR PROJECT PLANS/SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 2. CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE COMPLETE AND OPERABLE FACILITIES AS SHOWN HEREON. IF THERE IS AN OMISSION ON THE PLANS, SUCH OMISSION SHALL NOT BE CONSTRUED TO MEAN THAT THE CONTRACTOR IS NOT REQUIRED TO FURNISH OR PROVIDE EVERYTHING THAT IS NECESSARY TO PROVIDE COMPLETE AND OPERABLE FACILITIES - 3. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION DRAWINGS MUST BE REVIEWED AND APPROVED BY THE ENGINEER BEFORE CHANGES ARE MADE. THIS INCLUDES CHANGES REQUESTED BY THE OWNER'S REPRESENTATIVE AND SUBCONTRAI:'AORS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS, OTHER SURVEY MARKERS, STREET SIGNS, UTILITIES, IRRIGATION LINES, PAVEMENT, TREES, FENCES, AND ANY OTHER IMPORTANT OBJECTS ON OR ADJACENT TO THE JOB SITE AS DETERMINED BY THE OWNER'S REPRESENTATIVE OR ENGINEER. 5. CONTRACTOR SHALL CONTACT IDAHO DIG LINE (208) 342-1585 TO MARK AND IDENTIFY UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 6. CONTRACTOR SHALL LEGALLY DISPOSE OF AL.L EXCESS MATERIAL. 7. ALL "OR EQUAL" ITEMS ARE SUBJECT TO REVIEW AND APPROVAL OF THE ENGINEER. S. CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES AND MEET THE REQUIREMENTS OF ANY AGENCY HAVING JURISDICTION. 9. CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS. 10. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF "RED -LINED" RECORD DRAWINGS TO THE ENG NEER. 11. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE MERIDIAN PARKS AND RECREATION DEPARTMENT PRIOR TO, DURING, AND AT THE COMPLETION OF CONSTRUCTION ACTIVITY. 12. IF WITHIN TWO YEARS FROM THE DATE OF COMPLETION, THE PUMP SYSTEM AND ALL APPURTENANCES OR ANY PART THEREOF INSTALLED AS NEW SHALL PROVE TO BE DEFECTIVE IN INSTALLATION, MATERIAL, OR WORKMANSHIP THE CONTRACTOR SHALL WARRANT REPLACEMENT OR REPAIR TO THE SATISFACTION OF THE BPRD AT NO EXPENSE TO THE OWNER. 13. THE CONTRACTOR SHALL PROVIDE THE PZOJECT ENGINEER WITH A MINIMUM 24-HOUR NOTICE PRIOR TO REQUIRED INSPECTIONS. THE CONTRACTOR SHALL VERIFY INSPECTION REQUIREMENTS WITH THE ENGINEER. 14. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JUMSDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 15. REQUIRED PIPELINE TESTING: ALL TESTING SHALL BE IN ACCORDANCE WITH THE PRESSURE TESTING REQUIREMENTS IN SECTION 401 01 THE ISPWC. THE ENGINEER MUST BE PRESENT FOR THE TESTING AND REQUIRES 24 HOUR NOTICE. co Lo U) i co ��^ rYc� ono LSI z a m L c c0 x � Q m 2 w O L LL co Z @ - LL_ U m 6:w z N co Ln w fn 00 w w 0 0 O N_ (`7 O7 H I - Z W N a � w w O N zN O z Z � a W a. a OJ Z J a 3 Y Y LL d Z La a_ O_ Q W LL_ O g CL w IP - V5 (n J J O PROJECT: 790.0310 DESIGNED: JWT DRAWN: SCS CHECKED: RRH C— 1 o -25' PROPERTY BOUNDARY WELL 8" HDPE I 5 rl 6" DIP -' B" HDPE 2 DETAIL - NOT TO SCALE APPROX 110 TEMPORARY 8" HDPE, INSTALLED-- ON NSTALLED--ON GROUND, COORDINATE LOCATION W/OWNER; STOCKPILE A LOADER BUCKET OF SOIL OVER PIPE AT MID -LENGTH WELL PUMP DISCHARGE PIPING,- SEE SHIITT M-1 APPROX 1980' TEMPORARY 8" HDPE, INSTALLED- ON NSTALLEDON GROUND, COCR'DINATF LOCATION W/OWNER, STOCKPILE A LOADER BUCKET OF SGIL OVER PIPE EVERY 100 FEET --PROPERTY BOUNDARY , DELIVERY POINT 1 FOR WELL M-1 E LAKE HAZEL RD / -DEFOR wEL=WFL LPOINT M —1 A 4pwl . CSV -!BALL SITE PLAN 200 foo 0 100 200 4W SCALE IN FEET i L _ _r I& 0 Ix 0 NOTES: _ 1. CONSTRUCTION SHALL BE PER THE LATEST VERSION OF THE ISPWC OR PROJECT PLANS/SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 2. CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE COMPLETE AND OPERABLE FACILITIES AS SHOWN HEREON. IF THERE IS AN OMISSION ON THE PLANS, SUCH OMISSION SHALL NOT BE CONSTRUED TO MEAN THAT THE CONTRACTOR IS NOT REQUIRED TO FURNISH OR PROVIDE EVERYTHING THAT IS NECESSARY TO PROVIDE COMPLETE AND OPERABLE FACILITIES - 3. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION DRAWINGS MUST BE REVIEWED AND APPROVED BY THE ENGINEER BEFORE CHANGES ARE MADE. THIS INCLUDES CHANGES REQUESTED BY THE OWNER'S REPRESENTATIVE AND SUBCONTRAI:'AORS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS, OTHER SURVEY MARKERS, STREET SIGNS, UTILITIES, IRRIGATION LINES, PAVEMENT, TREES, FENCES, AND ANY OTHER IMPORTANT OBJECTS ON OR ADJACENT TO THE JOB SITE AS DETERMINED BY THE OWNER'S REPRESENTATIVE OR ENGINEER. 5. CONTRACTOR SHALL CONTACT IDAHO DIG LINE (208) 342-1585 TO MARK AND IDENTIFY UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 6. CONTRACTOR SHALL LEGALLY DISPOSE OF AL.L EXCESS MATERIAL. 7. ALL "OR EQUAL" ITEMS ARE SUBJECT TO REVIEW AND APPROVAL OF THE ENGINEER. S. CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES AND MEET THE REQUIREMENTS OF ANY AGENCY HAVING JURISDICTION. 9. CONTRACTOR TO OBTAIN ALL APPLICABLE PERMITS. 10. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF "RED -LINED" RECORD DRAWINGS TO THE ENG NEER. 11. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE MERIDIAN PARKS AND RECREATION DEPARTMENT PRIOR TO, DURING, AND AT THE COMPLETION OF CONSTRUCTION ACTIVITY. 12. IF WITHIN TWO YEARS FROM THE DATE OF COMPLETION, THE PUMP SYSTEM AND ALL APPURTENANCES OR ANY PART THEREOF INSTALLED AS NEW SHALL PROVE TO BE DEFECTIVE IN INSTALLATION, MATERIAL, OR WORKMANSHIP THE CONTRACTOR SHALL WARRANT REPLACEMENT OR REPAIR TO THE SATISFACTION OF THE BPRD AT NO EXPENSE TO THE OWNER. 13. THE CONTRACTOR SHALL PROVIDE THE PZOJECT ENGINEER WITH A MINIMUM 24-HOUR NOTICE PRIOR TO REQUIRED INSPECTIONS. THE CONTRACTOR SHALL VERIFY INSPECTION REQUIREMENTS WITH THE ENGINEER. 14. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JUMSDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 15. REQUIRED PIPELINE TESTING: ALL TESTING SHALL BE IN ACCORDANCE WITH THE PRESSURE TESTING REQUIREMENTS IN SECTION 401 01 THE ISPWC. THE ENGINEER MUST BE PRESENT FOR THE TESTING AND REQUIRES 24 HOUR NOTICE. co Lo U) i co ��^ rYc� ono LSI z a m L c c0 x � Q m 2 w O L LL co Z @ - LL_ U m 6:w z N co Ln w fn 00 w w 0 0 O N_ (`7 O7 H I - Z W N a � w w O N zN O z Z � a W a. a OJ Z J a 3 Y Y LL d Z La a_ O_ Q W LL_ O g CL w IP - V5 (n J J O PROJECT: 790.0310 DESIGNED: JWT DRAWN: SCS CHECKED: RRH C— 1 GENERAL CONSTRUCTION NOTES: 1. PERMANENT PIPE AND FTTTTNGS SHALL BE DUCTILE IRON W/CEMENT-MORTAR LINING. STEEL PIPE, LINED AND COATED, MAY BE SUBSTITUTED FOR DUCTILE IRON PIPE. TEMPORARY PIPE SHALL BE HDPE, DR 32.5. 2. A RUST -INHIBITIVE PRIMER AND EPDXY PAINT SHALL BE APPLIED TO PIPING INSTALLED ABOVE -GRADE, COLOR TO BE SELECTED BY OWNER. 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE REQUIRED PIPELINE TESTING OF ALL PIPE. ALL TESTING SHALL BE IN ACCORDANCE WITH SECTION 401 OF THE ISPWC. MECHANICAL PIPING SHALL BE TESTED TO 150 PSI. HDPE DISTRIBUTION PIPING SHALL BE TESTED TO 50 PSI. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS PRIOR TO CONDUCTING TESTING. THE ENGINEER OR DESIGNATED REPRESENTATIVE WILL BE PRESENT FOR THE TESTING. 4. SUPPORT MECHANICAL PIPING AS SHOWN ON DRAWINGS. 5. PROVIDE FLANGE WELDED TO WELL HEAD. PROVIDE COMPANION FLANGE W,gHREADED ADAPTER TO CONNECT DROP PIPE AND ADAPTER TO TRANSITION TO ABOVE -GROUND PIPING. PROVIDE 1 -INCH SCREENED GOOSENECK AIR VENT. 6. PROVIDE ACROSS THE LINE START PUMP CONTROL PANEL WITH FUSIBLE DISCONNECT FOR 50 HP PUMP. PUMP CONTROL PANEL SHALL BE UL LISTED NEMA 3R ENCLOSURE, HOA SWITCH AND PUSH BUTTON START, LIGHTNING ARRESTOR, NEMA CONTACTOR, ON/OFF PILOT LIGHTS, AND PAD LOCKABLE EXTERNAL OPERATING HANDLE. INSTALL PANEL ON CONCRETE PAD OR ON GALVANIZED DOUBLE -STRUT POSTS SET IN CONCRETE. PROVIDE ELECTRICAL CONNECTION PER NEC BETWEEN PUMP AND PANEL IN CONDUIT. 7. CONTRACTOR TO COORDINATE W/IDAHO POWER ON INSTALLING NEW ELECTRICAL SERVICE TO WELL SITE. CONTRACTOR SHALL PROVIDE AND INSTALL METER CAN NEAR PUMP CONTROL PANEL CONTRACTOR TO VERIFY AVAILABLE VOLTAGE PRIOR TO ORDERING EQUIPMENT. ANGE i 4) PROVIDE STEEL SUPPORT AS NEI X FLG CONCRETE 13ISE (TYP) EXISTING CONCRE TING EYE TEND -Y4" PVC SOUNDING BE 2" THRU STEEL COVER; OVIDE 1.5"0 X 4" LONG GS 'PLE W/CAP OVER TUBE STING WELL 10" CASING SURFACE WATER �BB DISCHARGE PIPING SECTION SCALE: 1/2" = 1'-0" WELDED STEEL CAP 8" STEEL PIPE AND FITTINGS HDPE FLANGE ADAPTER 8" HDPE 7ST RPIPE 9) :STRAINT INT 8" SCH 20 STEEL PIPE EXPANDED METAL WELDED TO STEEL PIPE C STEEL PIPE SECTION NOT TO SCALE PROVIDE STEEL SUPPORT AS NEEDED EXISTING CONCRETE DITCH B" SCH 20 STEEL PIPE W/BOTTOM REMOVED AND REPLACED W/EXPANDED METAL 8" STEEL PIPE AND FITTINGS HDPE FLANGE ADAPTER 8" HDPE mi 1 SURFACE WATER DISCHARGE PIPING DETAIL C-1 SCALE: 1/2" = 1'-0' CONCRETE PIPE e RESTRAINT PUMP INSTALLATION NOTES: 1. ATTACH PUMP MOTOR ELECTRICAL CABLE TO COLUMN PIPE EVERY 20' W/STAINLESS STEEL STRAPS. 2. THE SOUNDING TUBE SHALL BE INSTALLED TO THE PUMP SETTING DEPTH AND BE FIRMLY ATTACHED TO THE DROP PIPE. 3. PUMP SHALL BE SET AT APPROXIMATELY 231 FEET. 4. TOP OF WELL CASING SHALL BE A M6NIMUM OF 18" ABOVE FINAL GROUND SURFACE. MATERIAL LIST: O1 1" AIR/VACUUM VALVE, APCO MODEL 142 OR EQUAL O2 6" WAFER CHECK VALVE, VALMATIC SERIES 1400A OR EQUAL O3 6" X 2" SADDLE W/GS PIPE AND THREADED CAP FOR WINTERIZATION O4 PRESSURE GAUGE, OIL -FILLED 0-60 PSI, W/ISOLATION VALVE O5 6" BUTTERFLY VALVE, CLASS 150B, PRATT MODEL 2F11 OR EQUAL O6 6" GATE VALVE, AMERICAN FLOW CONTROL SERIES 2500 OR EQUAL O7 2.5" PRESSURE RELIEF VALVE, WATERMAN M-6 OR EQUAL O 6" COLUMN CHECK VALVE, SEE SPECIFICATIONS, DRILL jy" HOLE O9 SUBMERSIBLE PUMP W/MOTOR, SEE SPECIFICATIONS 10 6" SCH 40 STEEL DROP PIPE 11 3'4" PVC SOUNDING TUBE W/ACCESS PORT D SECTION COLLAR 14 REBAR MAT CONCRETE MIN STRENGTH 2500 PSI, USE FORMS ABOVE GROUND AND CAST AGAINST UNDISTURBED SOIL BELOW GRADE 2 #4 REBAR MATS d. ''P PROFILE (i)CONCRETE PIPE RESTRAINT 11_7� SCALE: 3/4" = 1'-0" cD Lo Lo o v c7 co d coi j to cooo W z ; � N _ X a u L Ll w a m z m a LL cD m Giv j d z 2 'p o Lnw �mooi 1 w 0 c) F H Z W Q LLJ W D H Z QO W O Z_ Ir d W 2 d 0 J Z J a 3 cn jr Y Y a a � Q LLJ U- 0 Go WE m FW-- 0 N 0 z a CL. VERIFY SCALE o 1,02 1 BAR MEASURES ONE -INCH ON ORIGINAL DRAWING. IF NOT ONE -INCH, SCALE ACCORDINGLY. PROJECT: 790.0310 DESIGNED: JWT DRAWN: SCB CHECKED: RRH