BID FORM. American Samoa Power Authority, Attn: Procurement Manager. PO Box PPB, Pago Pago, American Samoa96799

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1 BID FORM TO: American Samoa Power Authority, Attn: Procurement Manager ADDRESS: PO Box PPB, Pago Pago, American Samoa96799 TITLE: Materials Supply and Deliveryof Leone ACP Waterline Replacement Project IFB #: BIDDER: DATE:, 2015 BASE BID: NO. DESCRIPTION EST. QTY PRICE PER UNIT TOTAL PRICE A SERVICE CONNECTIONS TO EXISTING SERVICE METER includes all fittings and appurtenances for connection to existing water meter See materials specifications and standard drawings. Materials Supply &Delivery ofleone ACP Waterline Replacement Project 1

2 A.1 A.2 6 Ø X 2 Ø SERVICE NYLON SADDLE ASSEMBLY with Stainless Steel Double Strap complete with Casting, Gasket, Bolts and Nuts, Washers and Spring Washers, with Brass Corporation stop with 2" Pack joint outlet for PVC pipe connection SERVICE CONNECTION LINE FROM SADDLE TO EXISTING WATER METER includes all fittings and appurtenances,see standard drawings and specifications. 34 SETS $ $ 34 SETS $ $ B. C. FIRE HYDRANT ASSEMBLY: Includes all fittings, connection accessories, pipe spool, and rubber gaskets as specified in the standard drawings and specifications. INTER-CONNECTION WORKS (TIE-IN) - includes all fittings and connection accessories to connect PVC to ACP Pipes see standard drawings and materials specifications 11 SETS $ $ C.1 6 Ø PVC Pipe to 6 Ø PVC Pipe 1 SET $ $ C.2 6 Ø PVC Pipe to 6 Ø ACP Pipe 2 SETS $ $ D. WATER DISTRIBUTION LINE D.1 6 Ø PVCPipe C-900 (DR-18) 4300 LF $ $ D.2 2 PVC - Schedule 80 w/ joint glue(see Specifications) 2000 LF $ $ Materials Supply &Delivery ofleone ACP Waterline Replacement Project 2

3 D.3 D.4 D.5 3/4 PVC -Schedule 80 w/ joint glue (See Specifications) 6 Ø X 45 MJ X MJ DI Elbow Rated for Water Pressure of 150PSI. Cement lined and seal coated ANSI/AWWA C140/A21.4 D.I. TEE FITTINGS - Includes all accessoriesand rubber gaskets as necessary for installation, see materials specifications LF $ $ 8 EA $ $ D Ø D.I. TEE (FL X FL) 11 EA $ $ D Ø D.I. TEE (MJ XMJ) 3 EA $ $ D.6 VALVE COVER BOX ASSEMBLY: Includes cover and riser for 6 Ø Gate Valve as specified in the drawings and specifications. 18 SETS $ $ D.7 6 Ø DI FLANGE ADAPTOR 13 SETS $ $ D.7 D.8 6 Ø JOINT-MECHANICAL ACCESSORIES includes bolts, nuts and rubber washers see materials specifications 6 Ø D.I. GATE VALVES - Includes all accessoriesand rubber gaskets as necessary for installation, see materials specifications 36SETS $ $ D Ø D.I. GATE VALVES (FL x MJ) 33 SETS $ $ Materials Supply &Delivery ofleone ACP Waterline Replacement Project 3

4 D Ø D.I. GATE VALVES (FL x FL) 4 SETS $ $ D.9 D.10 E. F. 6 TRANSITIONAL COUPLING ADAPTER see specifications DETECTABLE WARNING TAPE 1000'/ROLL 1" Ø Combination Air Relief Valve - Includes all fittings, connection accessories and tapping saddle to 6 Ø main see materials specifications and standard drawings Install Bacteriological SamplingStation- Includes all fittings, connections, accessories and tapping saddle to 6 Ø main see materials specifications and standard drawings 3 EA $ $ 5 EA $ $ 4 SETS $ $ 1 SET $ $ G. 10 YR Materials Warranty 1 LS $ $ H. Shipping & Handling to ASPA WAREHOUSE, American Samoa(This includes Shipping Insurance and destination s Custom taxes) 1 LS $ $ Total Base Bid: (Amount in Words) $ Materials Supply &Delivery ofleone ACP Waterline Replacement Project 4

5 ALTERNATIVE ITEMS (These items can be awarded as part of this bid or as a separate bid at ASPA s discretion and per availability of funds) I.1 6 Ø, FUSIBLE PVC 39 FEET LONG See Specifications 110 EA $ $ I.2 3/4 ServiceGuard CPVC Pipe 2100 LF $ $ I.3 PROVIDE FUSING SERVICES TO INCLUDE TRAINING AND CERTIFICATION OF FUSIBLE PVC PIPES for ASPA Employees. (Shall include 1 year warranty per fused joint) 1 LS $ $ All blanks on the Bid Form shall be typewritten or handwritten in blue or black ink. IN WITNESS THEREOF, the undersigned has caused this instrument to be executed by its duly authorized officers on this day of, BIDDER: By: Name: Title: Materials Supply &Delivery ofleone ACP Waterline Replacement Project 5

6 American Samoa Power Authority Engineering Services Division Water Department Leone Materials Supply and Delivery Technical Specifications Jan 2015 UTU ABE MALAE Executive Director 1

7 Contents FUSIBLE POLYVINYL CHLORIDE (PVC) WATER PIPE...4 PART 1 - GENERAL...4 PART 2 - QUALITY ASSURANCE...4 PART 3 - PRODUCTS...9 PART 4 - EXECUTION...12 END SECTION...14 WATER PIPE AND FITTINGS (DUCTILE/CAST IRON)...14 PART 1 GENERAL SECTION DESCRIPTION REFERENCES PRODUCTS...14 END SECTION...16 AIR RELEASE VALVE ASSEMBLY...16 PART 1 GENERAL SECTION DESCRIPTION REFERENCES GENERAL...17 END SECTION...17 FIRE HYDRANT...17 PART 1 GENERAL SECTION DESCRIPTION REFERENCES GENERAL...18 END SECTION...18 SERVICE SADDLE...18 PART 1 GENERAL SECTION DESCRIPTION MATERIALS & REFERENCES SIZES: GENERAL...20 END SECTION...20 BACTERIOLOGICAL SAMPLING STATION...20 PART 1 GENERAL SECTION DESCRIPTION MATERIALS FINISH DIMENSION: See drawings provided GENERAL...21 END SECTION...21 SERVICE CONNECTION ASSEMBLY...21 PART 1 GENERAL SECTION DESCRIPTION MATERIALS & REFERENCES

8 1.3 SIZES: PRODUCT:...22 END SECTION...22 PVC SCHEDULE 80 PIPE...22 PART 1 GENERAL SCOPE PIPE DESCRIPTION QUALITY ASSURANCE...23 END SECTION

9 FUSIBLE POLYVINYL CHLORIDE (PVC) WATER PIPE PART 1 - GENERAL 1.1 SCOPE OF WORK This section specifies fusible polyvinyl chloride (PVC) pipe, including standards for dimensionality, testing, quality. 1.2 PIPE DESCRIPTION Pipe supplier shall furnish fusible PVC pipe as manufactured by Underground Solutions, Inc. or approved equal conforming to all standards and procedures, and meeting all testing and material properties as described in this specification. PART 2 - QUALITY ASSURANCE 2.1 REFERANCES ANSI/AWWA C110/A21.10 American National Standard for Ductile-Iron and Gray-Iron Fittings, 3-inch through 48-inch, for Water and Other Liquids ANSI/AWWA C111/A21.11 American National Standard for Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings AWWA C605 Standard for Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water AWWA C651 Standard for Disinfecting Water Mains 4

10 2.1.5 AWWA C900 Standard for Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 in. through 12 in. (100mm Through 300mm), for Water Distribution AWWA C905 Standard for Polyvinyl Chloride (PVC Pressure Pipe and Fabricated Fittings, 14 in. through 48 in. (350mm Through 1200mm), for Water Distribution and Transmission AWWA M23 AWWA Manual of Supply Practices PVC Pipe- Design and Installation, Second Edition ASTM C923 Standard Specification for Resilient Connectors between Reinforced Concrete Manhole Structures, Pipes and Laterals ASTM D1784 Rigid Polyvinyl Chloride (PVC) Compounds and Chlorinated Polyvinyl Chloride (CPVC) Compounds ASTM D1785 Polyvinyl Chloride (PVC) Plastic Pipe, Schedules 40, 80, and ASTM D2152 Test Method for Degree of Fusion of Extruded Poly vinyl Chloride (PVC) Pipe and Molded Fittings by Acetone Immersion ASTM D2241 Polyvinyl Chloride (PVC) Plastic Pipe (SDR-PR) 5

11 ASTM D2665 Polyvinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings ASTM D3034 Standard Specification for Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fittings ASTM F477 Elastomeric Seals (Gaskets) for Joining Plastic Pipe ASTM F679 Standard Specification for Polyvinyl Chloride (PVC) Large Diameter Plastic Gravity Sewer Pipe and Fittings ASTM F1057 Standard Practice for Estimating the Quality of Extruded Polyvinyl Chloride (PVC) Pipe by the Heat Reversion Technique ASTM F1417 Standard Test Method for Installation Acceptance of Plastic Gravity Sewer Lines Using Low-Pressure Air UNI-B-6 Recommended Practice for Low-Pressure Air Testing of Installed Sewer Pipe UNI-PUB-08 Tapping Guide for PVC Pressure Pipe NSF-14 Plastics Piping System Components and Related Materials NSF-61 Drinking Water System Components--Health Effects 6

12 PPI TR-2 PVC Range Composition Listing of Qualified Ingredients 2.2 MANUFACTURER REQUIREMENTS All piping shall be made from PVC compound conforming to cell classification per ASTM D Fusible PVC pipe shall be tested at the extrusion facility for properties required to meet all applicable parameters as outlined in AWWA C900, AWWA C905, and applicable sections of ASTM D2241. Testing priority shall be in conformance with AWWA C900 and AWWA C FUSION TECHNICIAN REQUIREMENTS Fusion Technician shall be fully qualified by the pipe manufacturer to install fusible PVC pipe of the type(s) and size(s) being used. Qualification shall be current as of the actual date of fusion performance on the project. 2.4 WARRANTY A one-year warranty for the pipe shall be included from the Contractor, and shall cover the cost of replacement pipe and freight to project site, should the pipe have any defects in material or workmanship In addition to the standard pipe warranty, the fusing contractor shall provide in writing a warranty for a period of one year for all the fusion joints, including formation, installation, and pressure testing Unless otherwise specified, the warranty periods shall begin after the Certificate of Acceptance is issued for the contract. 2.5 PRE-CONSTRUCTION SUBMITTALS The following product data is required from the pipe supplier and/or fusion provider: 7

13 Name of pipe manufacturer Pipe diameter Dimension Ratio (DR 14 or as per plans) Pressure Class per applicable standards Color Confirmation/ Recommended minimum bending radius Confirmation/ Recommended maximum safe pull force Fusion technician qualification indicating conformance with this specification. 2.6 POST CONSTRUCTION SUBMITTALS The following as-recorded data is required from the contractor and/or fusion provider to the owner or pipe supplier upon request: Approved data logger device reports Fusion joint documentation containing the following information Pipe diameter and thickness Machine diameter Fusion technician identification Job identification. 8

14 Fusion joint number Fusion, heating, and drag pressure settings Heat plate temperature Time stamp Heating and cool down time of fusion Ambient temperature PART 3 - PRODUCTS 3.1 Fusible PVC Pressure Pipe for Potable Water Fusible PVC pipe shall conform to AWWA C900, AWWA C905, ASTM D2241 or ASTM D1785 for standard dimensions, as applicable. Testing shall be in accordance with the referenced AWWA standards for all pipe types Pipe shall be manufactured with 100% virgin resin. Pipe shall also have 0% recycled plastics content, and shall not consist of any rework compound, even that obtained from the manufacturer s own production using the same formulation Fusible PVC pipe shall be extruded with plain ends. The ends shall be square to the pipe and free of any bevel or chamfer. There shall be no bell or gasket of any kind incorporated into the pipe Fusible PVC pipe shall be manufactured in a standard 40 nominal length, or custom lengths as specified in the plans Fusible PVC pipe shall be blue in color for potable water use Pipe shall be marked as follows; Nominal pipe size PVC Dimension Ratio (DR), Standard Dimension Ratio (SDR), or Schedule AWWA pressure class, or standard pressure rating for non-awwa pipe, as applicable 9

15 AWWA standard designation number, or pipe type for non-awwa pipe, as applicable NSF-61 mark verifying suitability for potable water service Extrusion production-record code Trademark or trade name Cell Classification and/or PVC material code 1120 may also be included Pipe shall be homogeneous throughout and be free of visible cracks, holes, foreign material, blisters, or other visible deleterious faults. 3.2 FUSION JOINTS Unless otherwise specified, fusible PVC pipe lengths shall be assembled in the field with butt-fused joints. The Contractor shall follow the pipe supplier s written guidelines for this procedure. All fusion joints shall be completed as described in this specification. 3.3 CONNECTION AND FITTINGS In Connection: Connections shall be defined in conjunction with the coupling of project piping, as well as the tie-ins to other piping systems Ductile Iron Mechanical and Flanged Fittings: Acceptable fittings for use with fusible PVC pipe shall include standard ductile iron fittings conforming to AWWA/ANSI C110/A21.10, or AWWA/ANSI C153/A21.53 and AWWA/ANSI C111/A Connections to fusible PVC pipe may be made using a restrained or non-restrained retainer gland product for PVC pipe, as well as for MJ or flanged fittings Bends, tees and other ductile iron fittings shall be restrained with the use of thrust blocking or other means as indicated in the construction documents. 10

16 Ductile iron fittings and glands must be installed per the manufacturer s guidelines Sleeve-Type Couplings Sleeve-type mechanical couplings shall be manufactured for use with PVC pressure pipe, and may be restrained or unrestrained as necessary Sleeve-type couplings shall be rated at the same or greater pressure carrying capacity as the pipe itself Expansion and Flexible Couplings Expansion-type mechanical couplings shall be manufactured for use with PVC pipe, and may be restrained or unrestrained as necessary Expansion-type mechanical couplings shall be rated at the same or greater pressure carrying capacity as the pipe itself Connection Hardware Bolts and nuts for buried service shall be made of noncorrosive, high-strength, low-alloy steel having the characteristics specified in ANSI/AWWA C111/A21.11, regardless of any other protective coating 3.4 MAXIMUM ALLOWABLE PULL-IN FORCE Adhere to the following data regarding maximum allowable pull-in force for fusible PVC pipe used for trenchless application. The confirmation of proposed radius of each bore has to be part of the required submittal prior to construction. Pipe Dimension Max. DIPS Series 11

17 Pipe O.D. (in) Min. Wall (in) Pipe I.D. (in) Max. Pullin Force (Ibs) , , , , , MINIMUM BENDING RADIUS Adhere to the following data regarding radius of curvature for fusible PVC pipe used for trenchless application. The confirmation of proposed radius of each bore has to be part of the required submittal prior to construction. In any case, the deflection radius must not exceed 75% of the maximum allowable curvature allowed for standard C-900 PVC pipe. PART 4 - EXECUTION DIPS Series Critical Bucking Pressure (Ibs) Pipe Diameter (in) Minimum Allowable Bending (ft) 4.1 Delivery and Off-Loading All pipe shall be bundled or packaged in such a manner as to provide adequate protection of the ends during transportation to the site. Any pipe damaged in shipment shall be replaced as directed by the owner or engineer Each pipe shipment should be inspected prior to unloading to see if the load has shifted or otherwise been damaged. Notify owner or engineer immediately if more than immaterial damage is found. Each pipe 12

18 shipment should be checked for quantity and proper pipe size, color, and type Pipe should be loaded, off-loaded, and otherwise handled in accordance with AWWA M23, and all of the pipe supplier s guidelines shall be followed Off-loading devices such as chains, wire rope, chokers, or other pipe handling implements that may scratch, nick, cut, or gouge the pipe are strictly prohibited During removal and handling, be sure that the pipe does not strike anything. Significant impact could cause damage, particularly during cold weather If appropriate unloading equipment is not available, pipe may be unloaded by removing individual pieces. Care should be taken to insure that pipe is not dropped or damaged. Pipe should be carefully lowered, not dropped, from trucks. 4.2 Handling and Storage Any length of pipe showing a crack or which has received a blow that may have caused an incident fracture, even though no such fracture can be seen, shall be marked as rejected and removed at once from the work. Damaged areas, or possible areas of damage may be removed by cutting out and removing the suspected incident fracture area. Limits of the acceptable length of pipe shall be determined by the owner or engineer Any scratch or gouge greater than 10% of the wall thickness will be considered significant and can be rejected unless determined acceptable by the owner or engineer Pipe lengths should be stored and placed on level ground. Pipe should be stored at the job site in the unit packaging provided by the manufacturer. Caution should be exercised to avoid compression, damage, or deformation to the ends of the pipe. The interior of the pipe, as well as all end surfaces, should be kept free from dirt and foreign matter Pipe shall be handled and supported with the use of woven fiber pipe slings or approved equal. Care shall be exercised when handling the pipe to not cut, gouge, scratch or otherwise abrade the piping in any way. 13

19 4.2.6 If pipe is to be stored for periods of 1 year or longer, the pipe should be shaded or otherwise shielded from direct sunlight. Covering of the pipe which allows for temperature build-up is strictly prohibited. Pipe should be covered with an opaque material while permitting adequate air circulation above and around the pipe as required to prevent excess heat accumulation. END SECTION WATER PIPE AND FITTINGS (DUCTILE/CAST IRON) PART 1 GENERAL 1.1 SECTION DESCRIPTION This specification includes but is not limited to Ductile Iron Pipes, fittings, Valves, and appurtenances for the Water Storage Tank s supply, distribution and overflow lines. 1.2 REFERENCES ANSI/AWWA C104/A21.4 Cement-Mortar Lining for Ductile Iron Pipe and Fittings for Water AWWA C105 Polyethylene Encasement for Ductile-Iron Piping for Water and Other Liquids ANSI/AWWA C110/A21.10 Ductile Iron and Gray Iron Fittings, 3 Inch through 48 Inch, for Water and Other Liquids ANSI/AWWA C111/A21.11 Rubber-Gasket Joints for Ductile Iron and Gray Iron Pressure Pipe and Fittings ANSI/AWWA C150/A21.50 Thickness Design of Ductile Iron Pipe ANSI/AWWA C151/A21.51 Ductile Iron Pipe, Centrifugally Cast, for Water or Other Liquids ANSI/AWWA C153/A21.53 Ductile Iron Compact Fittings, 3 Inch through 16 Inch, for Water and Other Liquids 1.3 PRODUCTS 14

20 1.3.1 FABRICATED DUCTILE IRON PIPES FLG X FLG AWWA C151, pressure class 350, centrifugally cast in metal molds or sand-lined molds, or C104, cement-mortar lining, as shown on the drawings or bid schedule All Flanged Fabricated Pipe is Class 53 per AWWA C115 unless otherwise noted GASKETS: AWWA C111 Standards specify the use of 1/8 Full Face rubber gaskets on all factory fabricated flanged ductile Iron Pipes. Please note that Gaskets must be cut to the OLD STYLE Dimensions JOINT THRUST RESTRAINT Concrete Thrust Blocks: One part Portland cement, 2 ½ part of fine aggregate, 3 ½ parts coarse aggregate and just enough water for a workable consistency using epoxy coated re bars Spatial Anchoring Retainer Glands for Mechanical Joints: GATE VALVES (a) (b) EBAA Iron Series 2000PV ROMAC Industries Grip Ring FOR UNDERGROUND INSTALLATION: (a) Manufacturer: American Darling, Mueller, Clow or Waterous or equal (b) Meet or exceed either AWWA C509 or C515, resilient seated gate valves 2 inch through 12 inch NPS, ductile iron body, trim, non-rising stem with square nut, single wedge, mechanical joint, flanged, or slip-on ends as specified in drawings, control rod, and extension box (c) GATE VALVE BOX ASSEMBLY Manufacturer: Tyler Pipe, Rich or equal Box Style: Two piece slip style valve box. Furnish one valve key per contract or delivery order as applicable Nominal diameter of Gate Valve Box fits Gate Valve to be used Length: Sufficient for depth of bury indicated on plans Cover: Locking with pentagon nut and clearly marked as water Acceptable Products: Equal to the following: 15

21 (a) (b) Tyler Pipe 6855 valve box and lid. Rich 920 or 925 valve box and lid Cast iron and of the sliding type, sized for use with the appropriate valve. Box shall extend from the body of the valve to the finished grade TRANSITION COUPLING HDPE PIPE TO AC PIPE: Manufacturer: ROMAC Industries, Inc. STYLE 501 Transition Coupling Series meet or exceed either AWWA C219, coupling specification or ASPA approved equal CASTINGS: The end rings and center rings are cast from ductile (nodular) iron, meeting or exceeding ASTM A GASKETS: are made from virgin Styrene Butadiene Rubber (SBR) compounds available for petroleum, chemical, or high temperature service BOLTS AND NUTS: 5/8 inch, high strength low alloy steel trackhead bolts. National coarse rolled thread and heavy hex nuts. Steel meets AWWA C111 composition specifications COATINGS: Shop coating applied to cast parts for corrosion protection in transit. Fusion bonded epoxy, liquid epoxy or other coatings may be applied PRESSURE: when properly installed on a pipe that is within the correct outside diameter range, couplings in the ROMAC Style 501 line can be used up to 260 psi SIZES AND RANGES: Must be 6 nominal size DIPS for the HDPE pipe end and 6 AC pipe OD range of the product. Manufacture will provide the ranges and tolerances as approved by ASPA. END SECTION AIR RELEASE VALVE ASSEMBLY PART 1 GENERAL 1.1 SECTION DESCRIPTION 16

22 1.1.1 This specification includes but is not limited to Air Release Valve Assembly of the size and type shown on the plans, as an appurtenance to domestic water mains. These requirements include the type of valves and materials to be used, methods and requirement for installation. 1.2 REFERENCES AWWA C512 standard Specifications. 1.3 GENERAL Conforms to EPA-AIS (American Iron and Steel) Certification Lay-out and configurations shall be in accordance to the specified drawings provided by ASPA-ESD All Materials such as but not limited to 1 PVC pipe and fittings and appurtenances shall be NPT All materials such as but not limited to fittings and other parts or appurtenances shall be made of Bronze or Copper. Galvanized Iron or Galvanized coating or lead content materials ARE STRICTLY PROHIBITED Valve Material: Top Quality Thermoplastics and Elastomers Valve Type: Normally-open air release/air vacuum valve Recommended Product: AIR RELEAS VALVE: PLAST-O-MATIC Thermoplastic Air Release Valve Model ARV100EPI-PV manufactured by Plas-O- Matic Valves, Inc. in Cedar Grove, New Jersy, USA or ASPA approved equal FIBERGLASS ENCLOSURE BOX: VENT GUARD Flip-Top Fiberglass Air Valve Enclosure Model LV manufactured by HOTBOX Enclosures in Jacksonville, Florida or ASPA approved equal. END SECTION FIRE HYDRANT PART 1 GENERAL 1.1 SECTION DESCRIPTION This specification includes but is not limited to Fire Hydrant suitable for firefighting and water emergencies. 17

23 1.2 REFERENCES AWWA C502, standards and specifications for Dry Barrel Hydrants AWWA C503, standards and specifications for Wet Barrel Hydrants. 1.3 GENERAL Conforms to AWWA C502 for dry-barrel or C503 for wet-barrel, as specified in the drawings Bury length is to the nearest 6 inches from the bottom of the connecting pipe to the ground line of the hydrant Use two hose (2 ½ inch) and one pumper outlet (4 ½ inch) nozzles with threads conforming to National Fire Protection Association (NFPA) 1963 for National Standard Fire Hose Coupling Screw Threads The size of the Hydrant is designated by the nominal diameter of the main valve opening. In no case shall the diameter of the main valve opening be less than 4 inches Inlet connection is 6 inches flanged or hub connection The direction of rotation of the operating nut to open the hydrant is left (counterclockwise) Paint the exterior of the hydrant in traffic or safety RED The outlet nozzle cap and chain is BRONZE Equipped with break off Flange and check valve (Model/LBI 400A) Furnish Two (2) hydrant wrenches for this contract supplied by the Manufacturer of Fire Hydrant Furnish One (1) Traffic Safety Flange Repair Kit including but not limited to all couplings, gaskets and connections necessary to replace a broken safety flange, as supplied by the manufacturer of Fire Hydrant Recommended Product is CLOW 960 Model manufactured by The CLOW Valve Corona, California, USA or Equal. END SECTION SERVICE SADDLE PART 1 GENERAL 18

24 1.1 SECTION DESCRIPTION This specification includes but is not limited to Service Saddle suitable for Water Service Connections and Saddle requirements for Blow-off Valve Assembly. 1.2 MATERIALS & REFERENCES 1.3 SIZES: CASTING: The Saddle body is cast from ductile (nodular) iron, meeting or exceeding ASTM A 536, Grade GASKET: Gasket is made from Nitrile Butadiene Rubber (NBR) compounded for water and sewer service and a tolerance of petroleum products in accordance with ASTM D 2000 MNC 610. Other compounds available for special applications STRAPS: Type 304 (18-8) heavy gauge Stainless Steel, two (2) inches wide to spread out clamping forces on the pipe. GMAW and GTAW welds. Passivated for corrosion resistance. A double strap is required BOLTS, NUTS: For 3, ½ UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. 4 and above use 5/8 UNC roll thread Type 304 (18-8) Stainless Steel bolts with heavy hex nuts. All welds fully passivated for enhanced corrosion resistance. Nuts coated to prevent galling WASHERS: ½ or 5/8 flat, Type 304 (18-8) Stainless Steel and plastic washer to prevent galling SPRING WASHERS: ½ or 5/8 flat, Type 304 (18-8) Stainless spring washers manufactured from a special grade of Stainless Steel used in the making of springs COATING: Casting is coated with fusion bonded black nylon, mils thick, with a dielectric strength if 1,000v/mil PRESSURE RATING: Working pressures up to 150 psi when properly installed on a pipe within the correct outside diameter range. Nominal Pipe Size Pipe OD Tap Size Strap Type I.P. Double 2 wide I.P. Double 2 wide I.P. Double 2 wide I.P. Double 2 wide I.P. Double 2 wide 19

25 1.4 GENERAL Use standard tapping saddles designed for use on PVC piping in accordance with AWWA C Operating temperatures are limited to 85 F maximum and 32 F minimum Operating pressure is limited to 150 psi or the rating of the pipe, whichever is less Pipe system must be designed to compensate for Pipe movement so as to prevent fittings from migrating or rotating on the pipe Products are intended for use in underground service only Proper restraints must be used when coupling pipe ends to prevent pullout from hydraulic forces or temperature changes Recommended product is ROMAC Service Saddle Type 202N-H Nylon Saddle with Stainless Steel Double Strap for use on HDPE (DIPS) Pipe or FORD Ductile Iron Epoxy Coated Saddle Model # FCD CC7 or ASPA approved equal. END SECTION BACTERIOLOGICAL SAMPLING STATION PART 1 GENERAL 1.1 SECTION DESCRIPTION This specification includes but is not limited to Bacteriological Sampling Station suitable for Water Sampling Activities. 1.2 MATERIALS SUPPORT STRUCTURE: Shall be factory-equipped heavy gauge steel support structure coated with Thermoplastic Laminated Coating (TLC) BRACKET SUPPORT: Shall be factory-equipped Custom fitted bracketry system for precision assembly and with 360 access to internal components and bracketry INTERNAL COMPONENTS: Pipes, fittings, appurtenances shall be made of Brass and sample port must be made of Copper COVER: Shall be constructed of high-impact Thermoplastic with UV Protected for extra-long life. Bury Depth line shall be reflected and visible. Base of Cover 20

26 must have a stability features to eliminate the need for additional mounting stakes or concrete pad and re-enforced mounting brackets shall be part of the base SECURITY LOCK FOR COVER: A hex key locking Mechanism shall be included IDENTIFICATION PLATE/TAG: A Custom identification tag shall be included on the top portion of the cover, visible for water crew s identification. 1.3 FINISH All Bacteriological Sampling Station must be colored BLUE (water). 1.4 DIMENSION: See drawings provided. 1.5 GENERAL ALL Bacteriological Sampling Station shall ONLY BE FACTORY FABRICATED. NO Field/Site Fabrication is allowed Recommended product is SAFETY GUARD Model #SG-BSS-01 with Enclosure Model #SG-77 or ASPA approved equal. END SECTION SERVICE CONNECTION ASSEMBLY PART 1 GENERAL 1.1 SECTION DESCRIPTION This specification includes but is not limited to Service Connection Assembly from PVC Mains to existing service water meter box. 1.2 MATERIALS & REFERENCES x 2 SERVICE SADDLE: See material specifications under Service Saddle & ¾ PVC: See material specifications under PVC CORP. STOP WITH 2 PACK JOINT FOR PVC PIPE: shall be designed and manufactured to conform to AWWA Standard C CURB STOP WITH REDUCING TO ¾ : shall be designed and manufactured to conform to AWWA Standard C CURB STOP WITH METER NUT THREAD TO 5/8 WATER METER: shall be designed and manufactured to conform to AWWA Standard C

27 1.3 SIZES: Sizes provided by the manufacturer as per standard plan and this specification. 1.4 PRODUCT: x 2 SERVICE SADDLE: See material specifications under Service Saddle & ¾ PVC SCHEDULE 80 PIPE: See material specifications under PVC Pipe CORP. STOP WITH 2 PACK JOINT FOR PVC PIPE CURB STOP WITH REDUCING TO ¾ CURB STOP WITH METER NUT THREAD TO 5/8 WATER METER: Recommended product is Model # B W-NL, manufactured by FORD METER BOX COMPANY, INC. in Wabash, Indiana, USA or ASPA approved equal. END SECTION PVC SCHEDULE 80 PIPE PART 1 GENERAL 1.1 SCOPE This specification includes but is not limited to Service Connection Assembly from fusible PVC Mains to existing service water meter box This specification outlines minimum manufacturing requirements for Polyvinyl Chloride (PVC) Schedule 80 iron pipe size (IPS) pressure pipe. This pipe should meet and or exceed the industry standards and requirements as set forth by the American Society for Testing and Materials (ASTM) 1.2 PIPE DESCRIPTION Corrosion resistant pressure pipe IPS sizes 3/4 and 2 for use at temperatures up to and including 140 F and pressure rating 200 psi Generally resistant to most acids, bases, salts, aliphatic solutions, oxidants, and halogens. Pipe exhibits excellent physical properties and flammability characteristics (independently tested flame and smoke characteristics-ulc). 22

28 1.2.2 Product marking shall meet the requirements of ASTM D1785 and shall include: the manufacturer s name (or the manufacturer s trademark when privately labeled); the nominal pipe size; the material designation code; the pipe schedule and pressure rating in psi for 73 F; the ASTM designation D1785; the independent laboratory s seal of approval for potable water usage; and the date and time of manufacture. 1.3 QUALITY ASSURANCE All PVC Schedule 80 pipe shall be manufactured from a Type I, Grade I Polyvinyl Chloride (PVC) compound with a Cell Classification of per ASTM D1784. The pipe shall be manufactured in strict compliance to ASTM D1785, consistently meeting and/or exceeding the Quality Assurance test requirements of this standard with regard to material, workmanship, burst pressure, flattening, and extrusion quality. The pipe shall be manufactured in the USA, using domestic materials, by an ISO 9001 certified manufacturer. All pipe shall be stored indoors after production at the manufacturing site until shipped from factory. This pipe shall carry the National Sanitation Foundation (NSF) seal of approval for potable water applications. END SECTION 23

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