629WATER SYSTEMS

629.01 DESCRIPTION . This work shall consist of the construction or reconstruction of water lines and

appurtenances.

629.02 MATERIALS . Materials shall meet the requirements of the following subsections:

Sand Borrow and Cushion ................................ ................................ ......................... 703.03 Coarse Aggregate for Concrete ................................ ................................ .................. 704.02 Granular Backfill for Structures ................................ ................................ ................. 704.08 Plastic Pipe, Flexible ................................ ................................ ................................ ..740.01 Plastic Pipe, Rigid (PVC) ................................ ................................ .......................... 740.02 Copper Tube, Seamless ................................ ................................ .............................. 740.03 Ductile Iron Pipe, Cement Lined ................................ ................................ ............... 740.05 Chlorine Solution ................................ ................................ ................................ .......742.01 Concrete shall conform to the requirements of Section 541 for Concrete, Class B, unless otherwise specified. Sleeves shall conform to the requirements of Section 625 . Crushed stone bedding shall be in accordance with Subsection 704.02 and meet the gradatio n requirements of Table 704.02 C. Ductile iron fittings shall be so -called compact or short -bodied fittings.

629.03 GENERAL REQUIREMENTS . The Contractor shall not disrupt the operation of existing water

facilities without prior written approval of the Engineer. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered in the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly in accord ance with Subsection 107.1 2 at no additional cost to the Agency. Any work associated with existing water lines or appurtenances shown on the Plans to be removed or abandoned in place will be considered incidental to the work under this section . 6-118 The Co ntractor shall be responsible for the unloading, storing, hauling, and distribution of all materials. All such material that is damaged, destroyed, or lost during and after unloading shall be replaced at the Contractor’s expense. All pipes , pipe fittings, and accessories shall be handled to avoid shock. Pipe having factory -applied joint material shall be stacked and blocked to prevent damage to the joint material. Material not needed for immediate use shall be stored in a safe manner at locations selected b y the Contractor and approved by the Engineer. The Engineer shall approve the location of all pipes. The utility owner will provide the services of a professional engineer to oversee construction of the waterline, to ensure that state requirements are met and to sign and stamp all paperwork required by the Vermont Agency of Natural Resources , Department of Environmental Conservation , Water Supply Division . The professional engineer shall advise the Engineer, and the Engineer will provide direction to the Co ntractor.

629.04 SUBMITTALS . Fabrication drawings shall be submitted in accordance with Subsection 105.06

for all water system components, including water pipe and copper tubing, fittings, valves, tapping sleeves and tapping valves, valve box alignment devices, corporation stops, curb stops with extension box, urethane insulation and all ancillary appurtenanc es. Manufacturers ’ technical data sheets shall be submitted for each type of pipe and fitting to be used on the project, including dimensions, specifications of material, gasket material, class and pressure rating, coatings, and linings, joint restraints, and appurtenances.

629.05 EXCAVATION . Where the pipe is to be laid below the existing ground line, a trench shall be

excavated to the required depth and to a width sufficient to allow for joining of the pipe. The bedding and backfill material under and around the pipe sha ll be compacted per the applicable material specification. Where feasible, trench walls shall be vertical. The completed trench bottom shall be firm for its full length and width. Ledge rock, rocky or gravelly soil, hardpan, or other unyielding foundation material encountered at the normal grade of the pipe bed shall be removed and replaced with granular backfill for structures. The width of the pipe bed shall be equal to the inside diameter of the pipe plus 36 inches. The minimum depth shall be 12 inches b elow the pipe grade, unless otherwise shown on the Plans or directed by the Engineer. No tunneling will be permitted except with the written approval of the Engineer. Permission to tunnel will be granted only in short sections where, in the opinion of the Engineer, the pipe can be safely and properly installed and the backfill properly compacted. 6-119 The Contractor shall conduct operations to prevent the accumulation of water, ice, and snow in excavations or near excavated areas, and to pre vent water from interfering with the progress or quality of the work at all times. Under no conditions shall water be allowed to rise in open trenches after the pipe has been placed. Accumulated water, ice, and snow shall be promptly removed and disposed o f by pumping or other approved means. Disposal shall be carried out in a manner which will not create a hazard to public health; cause injury to public or private property, work completed or in progress, or public streets; or cause any interference in the use of streets and roads by the public. Pipes under construction shall not be used for drainage of excavations. Where pipes are to be placed in embankment fill, the excavation shall be made after the embankment has been completed to a height of 3 feet plus one pipe diameter above the designed grade of the pipe. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe.

629.06 BEDDING FOR PIPE . Ductile iron pipe shall be laid on suitable soil and backfilled and

compacted to the centerline of the pipe with select material. Select material shall be sand, crushed stone bedding, or suitable material excavated from the trench, and free from rocks, fo reign materials, and frozen earth. Seamless copper tube shall be bedded and covered with sand borrow. Concrete cradle bedding shall be installed on approved subgrades when shown on the Plans or directed by the Engineer.

629.07 LAYING PIPE . Installation of all water lines shall be in accordance with ANSI/AWWA C600,

Recommended Standards for Water Works , Recommended Standards for Wastewater Facilities , and the standards of the Vermont Drinking Water and Ground Water Protection Division. Pipe laying shall begin at the outlet end. The lower segment of the pipe shall be in contact with the shaped bedding throughout its full length. Bell or grooved ends of rigid pipes and the circumferential laps of flexible pipe shall be placed facing upstream. The long itudinal laps or seams of flexible pipe shall be at the sides. All pipes and fittings shall be carefully examined for defects, and no pipe or fittings that are known to be defective shall be laid. If any defective piece is discovered after laying, it shall be removed and replaced at the Contractor’s expense. All pipes and fittings shall be cleaned before they are laid and shall be kept clean until accepted in the completed work. 6-120 The pipe shall be laid to conform to the lines and grades indicated on the Plans or as directed by the Engineer. Each pipe shall be so laid as to form a closed joint with the next adjoining pipe and to bring the inverts continuously to the required grade. Each length of pipe shall be driven home against the pipe previously laid and held securely in posi tion. Joints shall not be pulled or cramped unless permitted by the Engineer. Before any joint is made, the pipe shall be checked to ensure that a closed joint with the next adjoining pipe has been maintained and that the inverts are matched and conform to the required grade. The pipe shall not be driven down to grade by striking it. The Contractor shall take all necessary precautions to prevent flotation of the pipe in the trench. When pipe laying is not in progress, the open ends of the pipe shall be clos ed with temporary watertight plugs. If water is in the trench when work is resumed, the plug shall not be removed until all danger of water entering the pipe is eliminated. The use of concrete reaction blocking shall be limited to caps, tees, hydrants, and bends of 22.5° and greater. Blocking shall be placed only on the sides of each fitting in the direction of thrust and not underneath for use as a foundation or support. All other bends less than 22.5° shall be restrained by use of retainer glands at each bend and at all joints within three pipe lengths on each side of the bend. Separation of water mains and sewers shall conform to the requirements of Subsection 628.1 4.

629.08 JOINING PIPE . Water pipe shall be joined in accordance with the detailed instruc tions of the

manufacturer. Where recommended by the manufacturer, the Contractor shall furnish coupling pullers for joining the pipe. Gasket feeler gauges shall be available for use by the pipe layer and the Engineer for checking the position of the rubber gaskets in the completed joint, if so directed by the Engineer. The electrical conductivity of the pipeline and attached services shall be maintained at all joints, couplings, valves, and fittings through the use of three brass wedges at each joint, or wi th conduction straps. No couplings shall be made at any point on the pipeline or attached services without incorporating provisions to maintain electrical conductivity. Any fittings showing a crack, and any fitting or pipe which has received a severe blow that may have caused a fracture, even though no such fracture can be seen, shall be marked as rejected and removed immediately. Water pipe shall be cut by means of a handsaw, metal -inserted abrasive wheels, or by pipe cutters with blades, not rollers, doin g the cutting. All cut ends shall be examined for possible cracks caused by cutting. 6-121 629.09 SETTING OF VALVES AND FITTINGS . Valves, fittings, plugs, and caps shall be set and joined to pipe in the manner specified above for laying and joining pipe. A valve box shall be provided for every valve that has no gearing or operating mechanism or in which the gearing or operating mechanism is fully protected with a gear case. The valve box shall not transmit shock or stress to the valve and shall be centered a nd plumb over the wrench nut of the valve, with the box cover flush with the surface of the finished pavement or other such level as directed by the Engineer. A masonry valve pit shall be provided for every valve that has exposed gearing or operating mecha nisms. The valve nut shall be readily accessible for operation through the opening in the manhole, which shall be set flush with the surface of the finished pavement, or such other level as specified by the Engineer. Pits shall be constructed to permit min or valve repairs and afford protection to the valve and pipe from impact where they pass through the pit walls. Mains shall be drained through drainage branches or blow -offs to dry wells from which the water can be pumped. Drainage branches, blow -offs, air vents, and appurtenances shall be provided with valves and shall be located and installed as shown on the Plans. Drainage branches or blow -offs shall not be connected to any sewer, submerged in any stream, or be installed in any other manner that will per mit back siphonage into the distribution system. All dead ends of new mains shall be closed with plugs or caps and shall be equipped with suitable blow - off facilities. Corporation stops shall, in all instances, be tapped into the main on the side in a horizontal position or in such a position as will provide a minimum of 5 feet of cover over the connecting service line. The main shall be tapped by skilled workers and the stop installed in accordance with the manufacturer’s recommendations at the locations shown on the Plans or as directed by the Engineer. The stops may be installed later, at which time the main may be tapped under pressure. All defective taps shall be rep aired or replaced at the Contractor’s expense. Prior to installation, the Contractor shall thoroughly clean all exposed portions of any valves, removing all labels and all traces of foreign substance using only a cleaning solution approved by the manufactu rer of the valve and being careful to avoid all damage to surfaces and coatings.

629.10 SETTING OF HYDRANTS . Hydrants shall be located as shown on the Plans or as directed so as

to provide complete accessibility and minimize the possibility of damage from vehicles or injury to pedestrians. 6-122 When placed behind the curb, the hydrant barrel shall be set so that no portion of the pumper or hose nozzle cap is less than 6 inches or more than 12 inches from the gutter face of the curb. When set in the area bet ween the curb and the sidewalk, or between the sidewalk and the property line, no portion of the hydrant or nozzle cap shall be within 6 inches of the sidewalk. All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles t o, the curb, with the pumper nozzle facing the curb, except hydrants having two hose nozzles 90° apart shall be set with each nozzle facing the curb at an angle of 45°. Hydrants shall be set to the established grade, with nozzles at least 12 inches above t he ground, as shown or as directed by the Engineer. Each hydrant shall be connected to the main with a 6 inch or larger branch controlled by an independent gate valve, unless otherwise specified. If, as determined by the Engineer, the waste opening of any hydrant will be below the normal sub -surface water elevation, the waste opening shall be securely plugged and no drainage pit will be required. Wherever a dry -barrel hydrant is set in soil that is pervious, drainage shall be provided at the base of the hydrant by placing coarse gravel or crushed stone mixed with coarse sand, from the bottom of the trench to at least 6 inches above the waste opening in the hydrant, and 12 inches around the elbow. No drainage system shall be connected to a sewer. Wherever a d ry-barrel hydrant is set in clay or other impervious soil, a drainage pit 24 inches wide × 24 inches long × 36 inches deep shall be excavated below each hydrant and backfilled with coarse gravel or crushed stone mixed with coarse sand, and compacted under and around the elbow of the hydrant to a level of 6 inches above the waste opening. No drainage pit shall be connected to a sewer.

629.11 ANCHORAGE . The bowl of each hydrant shall be well braced against unexcavated earth at the

end of the trench with ston e slabs or concrete backing, or the hydrant shall be tied to the pipe with suitable metal tie rods, clamps, or retainer glands as shown on the Plans or directed by the Engineer. All plugs, caps, tees, and bends, unless otherwise specified, shall be provide d with a reaction backing, or movement shall be prevented by attaching suitable metal rods or clamps as shown or specified. Concrete reaction backing shall be placed between solid ground and the fitting to be anchored; the area of bearing on the pipe and o n the ground in each instance shall be that shown on the Plans or directed by the Engineer. The backing shall, unless otherwise shown or directed, be placed in such a manner as to contain the resultant thrust forces in such a way that the pipe and fitting joints will be accessible for repair. A metal harness of tie rods, clamps, or retainer glands of adequate strength to prevent movement may be used instead of concrete backing, as directed by the Engineer. Steel rods or clamps shall be galvanized or otherwi se rust proofed, or shall be painted as shown in the Plans or directed by the Engineer. 6-123 629.12 PRESSURE AND LEAKAGE TESTS . Except as otherwise directed, all pipelines shall be tested. Pipelines laid in excavation or bedded in concrete shall be tested prior to field painting. Pipe to be insulated shall be tested prior to installing insulation. The Contractor shall furnish all gauges, testing plugs, caps, and all other necessary equipment and labor to perform leakage and pressure tests in sections of an approved length. Each valved section or a maximum length of 1,000 feet of pipe shall be tested. The Contractor shall provide and bear the costs of any additional taps to the waterline necessary to perform the pressure and leakage test between valves . All water required for testing shall be potable. All testing shall be conducted in the presence of the Engineer. The Contractor shall make the necessary provisions to tap the pipe at the high point to release all air and shall plug the pipe after complet ing the test. Hydrants or blow -offs located at high points may be used for air release instead of taps if approved by the Engineer. For the pressure test, the Contractor shall develop and maintain for two hours, 150% of the working pressure measured in pou nds per square inch. Failure to hold the designated pressure for the two -hour period will constitute a failure of the section tested. The leakage test shall be performed for a duration of two hours, only after the pressure test has been satisfactorily comp leted. During the leakage test, the Contractor shall measure the quantity of water required to maintain the maximum operating pressure of the main. Leakage shall not exceed allowable values for leakage presented in ANSI/AWWA C600 , Table 6B . All testing sha ll be conducted in accordance with ANSI/AWWA C600 . Should any section of pipe fail either the pressure or leakage test, the Contractor shall do everything necessary to locate and repair or replace the defective pipe, fittings, or joints at no expense to th e Agency. If for any reason the Engineer should alter the foregoing procedure, the Contractor shall remain responsible for the tightness of the line within the above requirements for the duration of the tests.

629.13 DISINFECTING . Before being placed in s ervice, the pipeline, valves, hydrants, etc., shall be

chlorinated in accordance with ANSI/AWWA C651 . The entire procedure for chlorinating the pipes shall be approved by the Engineer 14 calendar days prior to the time the work is performed. The location o f chlorination and sampling points will be determined by the Engineer in the field. The general procedure for chlorination shall be to first flush out the lines until all dirty or discolored water has disappeared, then to apply the chlorine in approved dos ages through a tap at one end of the line while water is being drawn at the other extremity of the line until the entire line contains chlorine solution. The chlorine solution shall remain in the pipeline for a period of 24 hours. 6-124 Within 24 hours followi ng the chlorination period, all treated water shall be flushed from the lines or portions thereof at their extremities and replaced with water from the distribution system. Special disinfecting procedures shall be used as directed by the Engineer where the above outlined method is not practical, and when making connections to existing mains. The Contractor shall provide all necessary apparatus, materials, and labor for disinfecting the mains and shall make the required taps for this purpose. Disinfection of the mains shall be under the immediate direction of the Engineer during all phases of the work. Prior to being placed in operation for domestic use, all new portions of the system shall be flushed, pressure tested, disinfected, and flushed again. Followin g this procedure, at least two water samples shall be collected from representative sample points and sent to the Vermont Department of Health laboratory , or another testing laboratory approved by the Vermont Department of Health, for bacteriological testi ng. Passing sample results are required before the system may be placed on line for drinking. Sample bottles shall be obtained from the same laboratory.

629.14 HOUSE CONNECTIONS . Service lines disrupted within the project limits shall be repaired or

repla ced as ordered by the Engineer. The actual location of each ordered house connection shall be determined in the field by the Engineer. All service lines shall be seamless copper water tube from the corporation stop to the curb stop. The copper tubing shall be attached to the corporation stop and curb stop in a manner satisfactory to the Engineer. Sufficient slack shall be left adjacent to the corporation stop and curb stop to prevent damage to the copper tubing by movement of the pipeline. Care shall be exercised in the placing and laying of copper tubing to be sure that the pipe does not have kinks or lie directly on sharp stones or ledge which would cause damage to the pipe. The Contractor shall place at least 6 inches of selected material as approved b y the Engineer, adjacent to, above, and below the tubing. In making cuts in copper service pipe, a cutter or tool designed for tube cutting shall be used. The tubing shall be reamed and after placing the coupling nut on the pipe, the pipe shall be flanged using a flanging tool designed particularly for this purpose and connected. A compression fitting may also be used. All services shall be tested for leakage and , in all instances, the corporation stops shall be left in the open position upon completion of the installation. 6-125 The Contractor shall install the curb stop and the curb box at the end of the service line, usually at the approximate property line, or a s shown on the Plans and connect the stop to the water main with new copper tubing. The curb box shall be installed vertically and centered over the operating key, with the elevation of the top adjusted to conform to the finished grade. The Contractor shal l adequately support the curb box during backfilling to maintain its vertical alignment. The Contractor shall also ensure that the curb box does not rest on the curb stop owner’s services and furnish any adapters or special couplings needed for these conne ctions. Any necessary piping from the curb stop to the existing service shall match the existing service line, unless otherwise directed by the Engineer. If no service exists, the Contractor shall furnish a curb stop for connection to a copper service line . Iron pipe threads shall be supplied under the tube nuts of curb stops and corporation stops.

629.15 Backfilling .

629.16 TRANSFER OF EXISTING SYSTEM TO NEW SYSTEM . The Contractor shall maintain the

existing water service during construction of the new water distribution systems and during the connection of the new system to the existing system. The Contractor shall submit to the system owner, and where required, to the Vermont Drinking Water and Ground Water Protection Division, a detailed construction schedule and proced ure for transferring service from the existing system to the new system and shall receive approvals of the submittal prior to beginning work on the system. 6-127 Prior to making the transfer, the Contractor shall notify the owner and the Engineer 3 calendar d ays in advance, in writing, that the system is ready to be transferred. After the new connection is made, the Contractor shall divert the water to the new water main, disinfect the system, transfer affected individual service lines to the new water main, a nd abandon the existing system as shown on the Plans or as directed by the Engineer.

629.17 METHOD OF MEASUREMENT . The quantity of Crushed Stone Bedding to be measured for

payment will be the number of cubic yards of material placed in the complete and ac cepted work within the confines of the limits shown on the Plans or as directed by the Engineer. The quantity of Seamless Copper Water Tube; Seamless Copper Water Tube, All -Inclusive; Plastic Water Pipe, Flexible; Plastic Water Pipe, Flexible, All -Inclusiv e; Plastic Water Pipe, Rigid; Plastic Water Pipe, Rigid, All -Inclusive ; Ductile Iron Water Pipe, Cement Lined; and Ductile Iron Water Pipe, Cement Lined, All-Inclusive of the size specified to be measured for payment will be the number of linear feet of th e size, type, and class specified installed in the complete and accepted work, as measured along the flow line of the pipe. The quantity of Extension Service Box and Curb Stop; Extension Service Box and Curb Stop, All - Inclusive ; Gate Valve with Valve Box; Gate Valve with Valve Box, All -Inclusive; Tapping Sleeve and Valve with Valve Box; Tapping Sleeve and Valve with Valve Box, All -Inclusive ; Adjust Elevation of Valve Box ; Blow -Off Assembly ; Blow -Off Assembly, All -Inclusive; Permanent Manual Air Release; Permanent Manual Air Release, All -Inclusive ; Corporation Stop; Corporation Stop, All -Inclusive ; Hydrant; Hydrant, All -Inclusive; Relocate Hydrant; Remove Hydrant; and Expansion Assembly to be measured for payment will be the number of units of each size and type specified installed in the complete and accepted work. The quantity of Transfer to New System, Water, All -Inclusive to be measured for payment will be on a lump sum basis in the comple te and accepted work.

629.18 BASIS OF PAYMENT . The accepted quantity of Crushed Stone Bedding will be paid for at the

Contract unit price per cubic yard. Payment will be full compensation for furnishing, transporting, handling, placing, and grading the ma terial as specified and for the furnishing of all labor, tools, equipment, and incidentals necessary to complete the work. The accepted quantities of Seamless Copper Water Tube; Plastic Water Pipe, Flexible; Plastic Water Pipe, Rigid ; and Ductile Iron Wate r Pipe, Cement Lined of the size specified will be paid for at the Contract unit price per linear foot. Payment will be full compensation for furnishing, transporting, handling, installing, testing, and disinfecting the materials specified, including fitti ngs and clamps; for making all necessary connections; for furnishing and placing the concrete or other materials for reaction backing or furnishing and installing tie rods, clamps, and restrained joints; and for furnishing all labor, tools, equipment, and incidentals necessary to complete the work. 6-128 The accepted quantities of Seamless Copper Water Tube, All -Inclusive; Plastic Water Pipe, Flexible, All - Inclusive; Plastic Water Pipe, Rigid, All -Inclusive ; and Ductile Iron Water Pipe, Cement Lined, All - Inclusi ve of the size specified will be paid for at the Contract unit price per linear foot. Payment will be full compensation for furnishing, transporting, handling, installing, testing, and disinfecting the materials specified, including temporary chlorination injection points, end caps with valves or temporary blow -offs for flushing, for all fittings and clamps; for all tracer wire, tracer wire boxes, metallic tape and brass wedges ; for making all necessary connection s; for furnishing and installing all require d fittings including elbows, tees, reducers and couplings as required , including mechanical joint retainer glands; for furnishing and placing concrete or other materials for reaction backing or furnishing and installing tie rods, clamps, and restrained joi nts including ductile iron pipe joint restraint harnesses; furnishing and installing all sleeves, casing spacers, and insulation where required; for saw -cutting pavement and existing concrete roadway, excavation, dewatering as required, pipe bedding and co ver, pipe insulation, backfill, compaction ; and for furnishing all tools, labor, equipment and incidentals necessary to complete the work. Excavation , including excavation support, bedding and cover, backfill operations, and disposal of excavated material not suitable for backfill will not be paid for separately, but will be considered incidental to the respective Contract item. The accepted quantities of Extension Service Box and Curb Stop, Gate Valve with Valve Box, Tapping Sleeve and Valve with Valve Bo x, Adjust Elevation of Valve Box , Hydrant, Relocate Hydrant, Remove Hydrant, and Expansion Assembly will be paid for at their respective Contract unit price per each. Payment will be full compensation for furnishing, transporting, handling, installing, and testing all materials, including fittings and clamps ; for painting hydrants and constructing drainage pits; for furnishing and placing concrete or stone slabs for reaction backing or furnishing and installing tie rods and clamps; for all ot her costs incidental to the work , including any cost involved for shipping, rental, or royalty charges, or for manufacturer’s supervision in conjunction with the special work of installing valves ; and for furnishing all labor, tools, equipment, and inciden tals necessary to complete the work. The accepted quantities of Extension Service Box and Curb Stop, All -Inclusive; Gate Valve with Valve Box, All -Inclusive; Tapping Sleeve and Valve with Valve Box, All -Inclusive ; and Hydrant, All -Inclusive will be paid for at their respective Contract unit p rice per each. Payment will be full compensation for the furnishing, transporting, handling, installing, and testing all materials, including fittings and clamps ; for painting hydrants and constructing drainage pits; for furnishing and placing concrete or stone slabs for reaction backing or furnishing and installing tie rods and clamps; for furnishing all labor, tools, equipment, excavation, dewatering as required, backfill ; for all other costs incidental to the work , including any cost involved for shippin g, rental, or royalty charges, or for manufacturer’s supervision in conjunction with the special work of installing valves ; and for furnishing all labor, tools, equipment, and incidentals necessary to complete the work. 6-129 The accepted quantity for Blow -off Assembly will be paid for at the Contract unit price per each. Payment will be full compensation for furnishing all labor, tools, equipment, branch piping, gate valve s, fittings, couplings, piping extensions where required, drainage aggregate, concrete t hrust restraint, metal tie rods and clamps, stainless steel screen s, outlet flange s, concrete splash pad s, stone fill ; for painting blow -offs; and for furnishing all labor, tools, equipment, and incidentals necessary to complete the work. The accepted quan tity for Blow -off Assembly, All -Inclusive will be paid for at the Contract unit price per each. Payment will be full compensation for furnishing all labor, tools, equipment, including all excavation, dewatering as required, backfill, compaction, branch pip ing, gate valve, fittings, couplings, piping extensions where required, drainage aggregate, concrete thrust restraint, metal tie rods and clamps, stainless steel screen s, outlet flange s, concrete splash pad s, stone fill ; for painting blow -offs; and for furnishing all labor, tools, equipment, and incidentals necessary to complete the work. The accepted quantity of Permanent Manual Air Release will be paid for at the Contract unit price per each. Payment will be full compensation for furnishing, tr ansporting, handling, installing, and connecting all components of the permanent manual air release, including the corporation stop, drilling and tapping of the water main for the corporation stop, connecting the curb stop with rod, copper water tubing, va lve box and cover, fittings, couplings, end caps, piping extensions where required, testing, and disinfecting the materials specified, and for furnishing all labor, tools, equipment, and incidentals necessary to complete the work. The accepted quantity of Permanent Manual Air Release, All -Inclusive, will be paid for at the Contract unit price per each. Payment will be full compensation for furnishing, transporting, handling, installing, and connecting all components of the permanent manual air release, incl uding the corporation stop , drilling and tapping of the water main for the corporation stop , connecting the curb stop with rod, copper water tubing, valve box and cover, fittings, couplings, end caps, piping extensions where required, testing, and disinfec ting the materials specified, and for furnishing all labor, tools, equipment, excavation, dewatering as required, backfill, and incidentals necessary to complete the work. The accepted quantity of Corporation Stop will be paid for at the Contract unit pric e for each. Payment will be full compensation for furnishing, transporting, handling, installing, and connecting the corporation stop, including drilling and tapping of the water main, and for furnishing all labor, tools, equipment, and incidentals necessa ry to complete the work. The accepted quantity of Corporation Stop, All -Inclusive will be paid for at the Contract unit price for each. Payment will be full compensation for furnishing, transporting, handling, installing, and connecting the corporation sto p, including drilling and tapping of the water main, and for furnishing all labor, tools, equipment, excavation, dewatering as required, backfill, and all incidentals necessary to complete the work. 6-130 The accepted quantity of Transfer to New System, Water , All-Inclusive will be paid for at the Contract unit price per lump sum. Payment will be full compensation for performing all work items as directed by the Engineer to abandon existing mains, laterals, and hydrants, closing existing valves and curb stops, for maintaining existing water systems flows including temporary relocation of water main and service piping; for construction, flushing, testing, and disinfection of all proposed temporary water mains, services, and interconnections for maintenance of wa ter service to users at all times during construction; for preparation of a transfer of service and temporary water service plan; for performing all work associated with final interconnections with existing water system piping; for removing existing valve boxes and curb boxes, and removal of any existing main which conflicts with the construction necessary to complete the transfer to the new system, including disinfection; for providing specialized labor, materials, dewatering, and all concrete thrust restr aints, for performing all exploratory excavation as indicated in the exploratory excavation plan and per direction of the Engineer on each existing lateral water service at the time of connection to the new water main, tools, and equipment for effecting th e transfer of systems as specified, and for furnishing all tools, labor, equipment, and incidentals necessary to complete the work. Payment for excavatable flowable fill required to abandon existing sewer mains and services will be made under item 541.4600 . When not using an all-inclusive item, excavation, including backfill and disposal of excavated material not suitable for backfill, will be paid for at the Contract unit price per cubic yard as Trench Excavation of Earth or Trench Excavation of Rock under Section 204 . When material is required to replace poor foundation material below the normal grade of the pipe, it will be paid for as Granular Backfill for Structures. When using an all-inclusive item, excavation including excavation support, bedding, bac kfill operations and disposal of excavated material not suitable for backfill, will not be paid for separately, but will be considered incidental to the respective Contract item. If the excavation and backfill for a water system component is increased by m ore than 12 inches due to lowering the grade, changing the location, or poor foundation material, additional excavation and backfill will be paid under the appropriate Contract items. Payment will be made under: Pay Item Pay Unit 629.0500 Crushed Stone Bedding ................................ ................................ ............. Cubic Yard 629.1 000 Seamless Copper Water Tube ................................ ................................ ...Linear Foot 629.1 003 Seamless Copper Water Tube, 0.75 Inch ................................ .................. Linear Foot 629.1 004 Seamless Copper Water Tube, 1 Inch ................................ ....................... Linear Foot 629.1 005 Seamless Copper Water Tube, 1.25 Inch ................................ .................. Linear Foot 629.1 006 Seamless Copper Water Tube, 1.5 Inch ................................ .................... Linear Foot 629.1 007 Seamless Copper Water Tube, 1.75 Inch ................................ .................. Linear Foot 629.1 008 Seamless Copper Water Tube, 2 Inch ................................ ....................... Linear Foot 6-131 Pay Item Pay Unit 629.1 100 Seamless Copper Water Tube, All -Inclusive ................................ ............ Linear Foot 629.1103 Seamless Copper Water Tube, All -Inclusive, 0.75 Inch ........................... Linear Foot 629.1 104 Seamless Copper Water Tube, All -Inclusive, 1 Inch ................................ Linear Foot 629.1 105 Seamless Copper Water Tube, All -Inclusive, 1.25 Inch ........................... Linear Foot 629.1 106 Seamless Copper Water Tub e, All -Inclusive, 1.5 Inch ............................. Linear Foot 629.1 107 Seamless Copper Water Tube, All -Inclusive, 1.75 Inch ........................... Linear Foot 629.1 108 Seamless Copper Water Tube, All -Inclusive, 2 Inch ................................ Linear Foot 629.1200 Plastic Water Pipe, Flexible ................................ ................................ ......Linear Foot 629.1203 Plastic W ater Pipe, Flexible, 0.75 Inch ................................ ..................... Linear Foot 629.1204 Plastic Water Pipe, Flexible, 1 Inch ................................ .......................... Linear Foot 629.1205 Plastic Water Pipe, Flexible, 1.25 Inch ................................ ..................... Linear Foot 629.1206 Plastic Water Pipe, Flexible, 1.5 Inch ................................ ....................... Linear Foot 629.1207 Plastic Water Pipe, F lexible, 1.75 Inch ................................ ..................... Linear Foot 629.1208 Plastic Water Pipe, Flexible, 2 Inch ................................ .......................... Linear Foot 629.1300 Plastic Water Pipe, Flexible, All -Inclusive ................................ ............... Linear Foot 629.1303 Plastic Water Pipe, Flexible, All -Inclusive, 0.75 Inch .............................. Linear Foot 629.1304 Plastic Water Pipe, Flexible, All -Inclusive, 1 Inch ................................ ...Linear Foot 629.1305 Plastic Water Pipe, Flexible, All -Inclusive, 1.25 Inch .............................. Linear Foot 629.1306 Plastic Water Pipe, Flexible, All -Inclusive, 1.5 Inch ................................ Linear Foot 629.1307 Plastic Water Pipe, Flexible, All-Inclusive, 1.75 Inch .............................. Linear Foot 629.1308 Plastic Water Pipe, Flexible, All -Inclusive, 2 Inch ................................ ...Linear Foot 629.1400 Plastic Water Pipe, Rigid ................................ ................................ .......... Linear Foot 629.1403 Plastic Water Pipe, Rigid, 0.75 Inch ................................ ......................... Linear Foot 629.1404 Plastic Water Pipe, Rigid, 1 Inch ................................ .............................. Linear Foot 629.1405 Plastic Water Pipe, Rigid, 1.25 Inch ................................ ......................... Linear Foot 629.1406 Plastic Water Pipe, Rigid, 1.5 Inch ................................ ........................... Linear Foot 629.1407 Plastic Water Pipe, Rigid, 1.75 Inch ................................ ......................... Linear Foot 629.1408 Plastic Water Pipe, Rigid, 2 Inch ................................ .............................. Linear Foot 629.1412 Plastic Water Pipe, Rigid, 3 Inch ................................ .............................. Linear Foot 629.1416 Plastic Water Pipe, Rigid, 4 Inch ................................ .............................. Linear Foot 629.1424 Plastic Water Pipe, Rigid, 6 Inch ................................ .............................. Linear Foot 629.1432 Plastic Water Pipe, Rigid, 8 Inch ................................ .............................. Linear Foot 629.1440 Plastic Water Pipe, Rigid, 10 Inch ................................ ............................ Linear Foot 629.1448 Plastic Water Pipe, Rigid, 12 Inch ................................ ............................ Linear Foot 6-132 Pay Item Pay Unit 629.1500 Plastic Water Pipe, Rigid, All -Inclusive ................................ ................... Linear Foot 629.1503 Plastic Water Pipe, Rigid, All -Inclusive, 0.75 Inch ................................ ..Linear Foot 629.1504 Plastic Water Pipe, Rigid, All -Inclusive, 1 Inch ................................ .......Linear Foot 629.1505 Plastic Water Pipe, Rigid, All -Inclusive, 1.25 Inch ................................ ..Linear Foot 629.1506 Plastic Water Pipe, Rigid, All -Inclusive, 1.5 Inch ................................ ....Linear Foot 629.1507 Plastic Water Pipe, Rigid, All -Inclusi ve, 1.75 Inch ................................ ..Linear Foot 629.1508 Plastic Water Pipe, Rigid, All -Inclusive, 2 Inch ................................ .......Linear Foot 629.1512 Plastic Water Pipe, Rigid, All -Inclusive, 3 Inch ................................ .......Linear Foot 629.1516 Plastic Water Pipe, Rigid, All -Inclusive, 4 Inch ................................ .......Linear Foot 629.1524 Plastic Water Pipe, Rigid, All -Inclusive, 6 Inch ................................ .......Linear Foot 629.1532 Plastic Water Pipe, Rigid, All -Inclusive, 8 Inch ................................ .......Linear Foot 629.1540 Plastic Water Pipe, Rigid, All -Inclusive, 10 Inch ................................ .....Linear Foot 629.1548 Plastic Water Pipe, Rigid, All -Inclusive, 12 Inch ................................ .....Linear Foot 629.1 600 Ductile Iron Water Pipe, Cement -Lined ................................ ................... Linear Foot 629.1 612 Ductile Iron Water Pipe, Cement -Lined, 3 Inch ................................ .......Linear Foot 629.1 616 Ductile Iron Water Pipe, Cement -Lined, 4 Inch ................................ .......Linear Foot 629.1 624 Ductile Iron Water Pipe, Cement -Lined , 6 Inch ................................ .......Linear Foot 629.1 632 Ductile Iron Water Pipe, Cement -Lined, 8 Inch ................................ .......Linear Foot 629.1 640 Ductile Iron Water Pipe, Cement -Lined, 10 Inch ................................ .....Linear Foot 629.1 648 Ductile Iron Water Pipe, Cement -Lined, 12 Inch ................................ .....Linear Foot 629.1 700 Ductile Iron Water Pipe, Cement -Lined, All -Inclusive ............................ Linear Foot 629.1 712 Ductile Iron Water Pipe, Cement -Lined, All -Inclusive, 3 In. ................... Linear Foot 629.1 716 Ductile Iron Water Pipe, Cement -Lined, All -Inclusive, 4 In. ................... Linear Foot 629.1 724 Ductile Iron Water Pipe, Cement -Lined, All -Inclusive, 6 In. ................... Linear Foot 629.1 732 Ductile Iron Water Pipe, Cement -Lined, All -Inclusive, 8 In. ................... Linear Foot 629.1 740 Ductile Iron Water Pipe, Cement -Lined, All -Inclusive, 10 In. ................. Linear Foot 629.1 748 Ductile Iron Water Pipe, Cement -Lined, All -Inclusive, 12 In. ................. Linear Foot 629.2000 Corporation Stop ................................ ................................ ....................... Each 629.2003 Corporation Stop, 0.75 Inch ................................ ................................ ......Each 629.2004 Corporation Sto p, 1 Inch ................................ ................................ ........... Each 629.2005 Corporation Stop, 1.25 Inch ................................ ................................ ......Each 629.2006 Corporation Stop, 1.5 Inch ................................ ................................ ........ Each 629.2007 Corporation Stop, 1.75 Inch ................................ ................................ ......Each 629.2008 Corporation Stop, 2 Inch ................................ ................................ ........... Each 6-133 Pay Item Pay Unit 629.2100 Corporation Stop, All -Inclusive ................................ ................................ Each 629.2103 Corporation Stop, All -Inclusive, 0.75 Inch ................................ ............... Each 629.2104 Corporation Stop, All -Inclusive, 1 Inch ................................ .................... Each 629.2105 Corporation Stop, All -Inclusive, 1.25 Inch ................................ ............... Each 629.2106 Corporation Stop, All -Inclusive, 1.5 Inch ................................ ................. Each 629.2107 Corporation Stop, All -Inclusive, 1.75 Inch ................................ ............... Each 629.2108 Corporation Stop, All -Inclusive, 2 Inch ................................ .................... Each 629.2200 Extension Service Box and Curb Stop ................................ ...................... Each 629.2203 Extension Service Box and Curb Stop, 0.75 Inch ................................ .....Each 629.2204 Extension Service Box and Curb Stop, 1 Inch ................................ .......... Each 629.2205 Extension Service Box and Curb Stop, 1.25 Inch ................................ .....Each 629.2206 Extension Service Box and Curb Stop, 1.5 Inch ................................ .......Each 629.2207 Extension Service Box and Curb Stop, 1.75 Inch ................................ .....Each 629.2208 Extension Service Box and Curb Stop, 2 Inc h ................................ .......... Each 629.2300 Extension Service Box and Curb Stop, All -Inclusive ............................... Each 629.2303 Extension Service Box and Curb Stop, All -Inclusive, 0.75 In. ................ Each 629.2304 Extension Service Box and Curb Stop, All -Inclusive, 1 In. ..................... Each 629.2305 Extension Service Box an d Curb Stop, All -Inclusive, 1.25 In. ................ Each 629.2306 Extension Service Box and Curb Stop, All -Inclusive, 1.5 In. .................. Each 629.2307 Extension Service Box and Curb Stop, All -Inclusive, 1.75 In. ................ Each 629.2308 Extension Service Box and Curb Stop, All-Inclusive, 2 In. ..................... Each 629.2400 Gate Valve with Valve Box ................................ ................................ ......Each 629.2412 Gate Valve with Valve Box, 3 Inch ................................ .......................... Each 629.2416 Gate Valve with Valve Box, 4 Inch ................................ .......................... Each 629.2424 Gate Valve with Valve Box, 6 Inch ................................ .......................... Each 629.2432 Gate Valve with Valve Box, 8 Inc h ................................ .......................... Each 629.2440 Gate Valve with Valve Box, 10 Inch ................................ ........................ Each 629.2448 Gate Valve with Valve Box, 12 Inch ................................ ........................ Each 629.2500 Gate Valve with Valve Box, All -Inclusive ................................ ............... Each 629.2512 Gate Valve with Valve Box, All -Inclusive, 3 Inch ................................ ...Each 629.2516 Gate Valve with Valve Box, All -Inclusive, 4 Inch ................................ ...Each 629.2524 Gate Valve with Valve Box, All -Inclusive, 6 Inch ................................ ...Each 629.2532 Gate Valve with Valve Box, All -Inclusive, 8 Inch ................................ ...Each 629.2540 Gate Valve with Valve Box, All -Inclusive, 10 Inch ................................ .Each 629.2548 Gate Valve with Valve Box, All -Inclusive, 12 Inch ................................ .Each 629.2600 Tapping Sleeve and Valve with Valve Box ................................ .............. Each 629.2700 Tapping Sleeve and Valve with Valve Box, All -Inclusive ....................... Each 629.2800 Adjust Elevation of Valve Box ................................ ................................ .Each 6-134 Pay Item Pay Unit 629.3000 Blow -Off Assembly ................................ ................................ .................. Each 629.3100 Blow -Off Assembly, All -Inclusive ................................ ........................... Each 629.3200 Permanent Manual Air Release ................................ ................................ Each 629.3300 Permanent Manual Air Release, All -Inclusive ................................ ......... Each 629.3400 Hydrant ................................ ................................ ................................ .....Each 629.3500 Hydrant, All -Inclusive ................................ ................................ .............. Each 629.3600 Relocate Hydrant ................................ ................................ ...................... Each 629.3800 Remove Hydrant ................................ ................................ ....................... Each 629.4000 Expansion Assembly ................................ ................................ ................. Each 629.4 300 Transfer to New System, Water, All -Inclusive ................................ ......... Lump Sum 6-135 SECTIO N 630 – UNIFORME D TRAFFI C OFFICER S AND FLAGGERS 630.0 1 DESCRIPTION . This work shall consist of furnishing uniformed traffic officers (UTOs) and flaggers for the handling of traffic in, around, and through work zones. Wherever used in this section , the term flaggers shall mean highway flaggers. UTOs and flaggers collectively are als o referred to as traffic control personnel . UTOs and flaggers shall be used to control and protect the traveling public and work ers during construction operation s as specified in Subsection 107.09 and as directed by the Engineer. UTOs and flaggers shall conform to the requirements of the Contract and the MUTCD . 630.0 2 GENERAL REQUIREMENTS .