WPC  2QBVROZ|d 5f@8,?f\  P6G;?P"m+^8AM``AAA`k2A26``````````66kkkTwkAIwkkwwA6AX`AT`T`TA``66`6````AI6````T\&\hA2hXAAA2AAAAAAAA`6TTTTT}TwTwTwTwTA6A6A6A6``````````T`^```k`TTTTTTTywTwTwTwT````````A6A6A6A6kI`w6wMw6wAw6`q````AAAkIkIkIkIwQw6w6```````wTwTwT`w6`AkIw6``y``2``@#@WddddddddddddddddddddddddddddddddddddddddNEssEX`AT`````6=`:=`:AATT`BBs``uEssErkkAT`:"`soh`kss`HP LaserJet 4HPLAS4.PRS 4?f\  P6G;\*"P?P2rO$  X` hp x (#%'0*,.8135@8:^d s5 TL s5 $SECTION 02514 REMOVE THIS PAGE ăT READ AND REMOVE THIS PAGE BEFORE PLACING THE SPECIFICATION SECTION IN THE CONTRACT 6** * * * * * * * * * )DIVISION 2: SITEWORKă N  SECTION 02514 - SITE WATER DISTRIBUTION USE: Furnishing and installing a potable (outside) water system to facilities or livestock; attachment is made from a point 2 ft outside the building and connects to the existing public water source. This section does not include irrigation or recycled systems.d#  s4#  NOTES TO SPECIFIER: ,A.Options within paragraphs are in brackets; blank spaces enclosed by brackets [_____] are for information to be inserted for individual  s5 projects. TO PREVENT COSTLY MISTAKES , the specifier must edit conflicting requirements and obsolete crossreferences. The remaining paragraphs must be renumbered. d# ,B.Notes to the Specifier, located between lines of asterisks, as well as  s5 all [brackets], underlining, boldface , and italics within the paragraphs must be deleted in the final copy.d# ,C.To Edit (Footer B) "Project Name (ftr B)": WP 5.1. , Page,  s5  F ooter, B , E dit. Delete the "Project Name (ftr B)" text and replace it  s5H with the name of the project (bolded) . , until you arrive at the document text.d# ,D.The Guide Specifications are being reviewed and revised. Your technical comments on any guide spec would be greatly appreciated. Also, any specs that are written "from scratch" that would benefit others could be sent to either Dion Dishong or Lori Quayle, RS110.d#  s5  DRAWING DATA REQUIRED: Use the following standard drawings, as appropriate; ,add Work Data Sheet, location and detail drawings as needed:d# ,Drawing No. 02514-1: Pipeline Installation Typesd# ,Drawing No. 02514-2: Typical Curb Valved# ,Drawing No. 02514-3: Typical Air and Vacuum Release Valved# ,Drawing No. 02514-4: Concrete Thrust Blocks (For Pipelines)d# ,Drawing No. 028023: Birdwalkd# ,Drawing No. 028024: Big Game Water Tank Field Installationd# ,Drawing No. 13205-1: Skid-Mounted Water Storage Tankd# ,Drawing No. 132081: Welded Steel Tankd# ,Drawing No. 13215-1: Underground Storage Tank (Steel)d# ,1.` ` Show size and location of the public water supply. Indicate pipe material if known. Provide water pressure in kPa (psig) or hydraulic gradients in meters (feet) and flow data in L/s (gal/min).d#` ,2.` ` Show sizes and locations of the water system piping to the building. Include types of piping and elevations of connections.d#` ,3.` ` Indicate types and locations of fire protection water systems alarm devices. Coordinate with Hydrant Section.d#` $0*((Ԍ s4  REVISIONS OF THIS SECTION:  r5  CSI format, editorial changes: 9/96 Metric: Technical Update: 9/96 POINT OF CONTACT: Curt Wagner Phone: (303) 2369522 C0*((  L s4 #d 7#`hd#CSITE WATER DISTRIBUTION Project Name (ftr B)` !d#T[4/96] .02514   b-SECTION 02514 n(SITE WATER DISTRIBUTION PART 1: GENERAL 1.1 SUMMARYd# ,A.Section Includes: [Furnishing] [and] [Installing] [Installing with Government-furnished property,] [Installing with Contractor-furnished property and Government-furnished property,] [a] [an] [domestic] [livestock] [effluent] [wildlife] water system.d# ,B.Related Sections:d# ************************************************** DELETE EITHER 01009 OR 01010. EITHER SECTION 01330 OR 01458 MUST BE USED WHEN 01010 IS USED. ************************************************** ,General Information and Requirementsd#`Pd#MSection 01009 ,Summary of Workd#`Pd#MSection 01010 ,Government-Furnished Propertyd#`Pd#MSection 01019 ,Submittal Proceduresd#`Pd#MSection 01330 ,Certificatesd#`Pd#MSection 01331 ,Closeout Submittalsd#`Pd#MSection 01780 ,Clearing and Grubbingd#`Pd#MSection 02231 ,Trenchingd#`Pd#MSection 02321 ,Sanitary Cleanouts, Manholes, Frames, and Covers d#`Pd#MSection 02533 ,Fire Suppression Water Distributiond#`Pd#MSection 02513 ,Utility Line Markingd#`Pd#MSection 02501 ,Testing of Piping Systemsd#`Pd#MSection 02518 ,Disinfection of Water Distribution Systemsd#`Pd#MSection 02512 ,Minor Concreted#`Pd#MSection 03306 ,Chlorination Equipmentd#`Pd#MSection 11261 ,Water Storage Tanksd#`Pd#MSection 13209 ,Underground Storage Tanksd#`Pd#MSection 13215 ,Water Metersd#`Pd#MSection 13314 1.2 SUBMITTALSd# ,A.General: Submittals shall be according to [Section 01009 - General Information and Requirements.] [Section 01330 - Submittal Procedures.]d# ,B.Product Data: Submit three copies of the product data, including pressure rating, rated capacity, and settings of selected models for the following:d# ***************************************************** DELETE WATER METERS BELOW WHEN FURNISHED BY THE UTILITY CO. ***************************************************** ,1.` ` Water meters.d#` ,2.` ` Backflow preventers.d#` ,3.` ` Identification materials and devices.d#` ,C.Manufacturer's Instructions: Submit three copies of manufacturer's instructions for the following including special provisions required to install equipment, components, and system packages:d# ,1.` ` Pipe Connectionsd#` ,2.` ` Gasketsd#` ,3.` ` Pipe Fittingsd#` }&0*s's'Ԍ,D.Wiring Diagrams: Submit three copies of wiring diagrams for alarm devices.d# ,E.Record Drawings: Submit original and three copies of record drawings at Project closeout of installed water system piping and products according to Section 01780 Closeout Submittals.d# ,F.Maintenance Data: Submit maintenance data that lists manufacturer's names for inclusion in "Operating and Maintenance Manual" specified in Section 01780 Closeout Submittals. Include data for the following:d# ***************************************************** DELETE WATER METERS BELOW WHEN FURNISHED BY THE UTILITY CO. ***************************************************** ,1.` ` Water meters.d#` ,2.` ` Backflow preventers.d#` 1.3 QUALITY ASSURANCEd# ,A.Failure Criteria: Not limited to the following:d# ,1.` ` Evidence of leakaged#` ,2.` ` Evidence of breakage of piped#` ,3.` ` Malfunctioning valvesd#` ,4.` ` Blockage of pipingd#` ,5.` ` Contamination of water, rendering it not potabled#` ,6.` ` Pressure dropd#` ,B.Labeling Requirements: Polyvinyl Chloride (PVC) and polyethylene (PE) plastic pipe and fittings shall carry the National Sanitation Foundation (NSF) seal of approval when used in potable water systems.d# ,C.Regulatory Requirements:d# ,1.` ` Comply with requirements of utility supplying water. Include tapping of water mains and backflow prevention.d#` ,2.` ` Comply with standards of authorities having jurisdiction for fire protection systems. Include materials, hose threads, installation, and testing.d#` ,3.` ` Comply with standards of authorities having jurisdiction for potable water piping and plumbing systems. Include materials, installation, testing, and disinfection.d#` 1.4 DELIVERY, STORAGE, AND HANDLINGd# ,A.Caps: Deliver pipes and tubes with factoryapplied endcaps. Maintain endcaps through shipping, storage, and handling to prevent pipeend damage and to prevent entrance of dirt, debris, and moisture.d# ,B.Storage: Store materials and equipment according to the manufacturer's instructions. Protect stored pipes and tubes from moisture and dirt. Elevate above grade. Do not exceed structural capacity of floor when storing inside.d# ,1.` ` Rubber gaskets that are not to be installed immediately shall be stored in a cool and dark place.d#` ,C.Handling: Pipe and accessories shall be handled so as to insure delivery to the trench in sound, undamaged condition. Particular care shall be taken not to injure the pipe coating or lining. If the coating or lining of any pipe or fitting is damaged, the repair shall be made by the Contractor at no cost to the Government in a satisfactory manner. Pipe shall be carried into position and not dragged. Use of pinch bars and tongs for aligning or turning pipe will}&0*s's' be permitted only on the bare ends of the pipe. The interior of pipe and accessories shall be thoroughly cleaned of foreign matter before being lowered into the trench and shall be kept clean during laying operations by plugging or other approved method. Before installation, the pipe shall be inspected for defects. Material found to be defective before or after laying shall be replaced with sound material without additional expense to the Government.d# ,1.` ` Coated and Wrapped Steel Pipe: Coated and wrapped steel pipe shall be handled in conformance with AWWA C203.d#` ,2.` ` Polyethylene (PE) and Polybutylene (PB) Pipe: PE pipe, fittings, and accessories shall be handled in conformance with AWWA C901; PB pipe, fittings, and accessories shall be handled in conformance with AWWA C902.d#` ,3.` ` Miscellaneous Plastic Pipe and Fittings: Polyvinyl Chloride (PVC), Reinforced Thermosetting Resin Pipe (RTRP), and Reinforced Plastic Mortar Pressure (RPMP) pipe and fittings shall be handled and stored in accordance with the manufacturer's recommendations. Storage facilities shall be classified and marked in accordance with NFPA 704, with classification as indicated in NFPA 49 and NFPA 325.d#` 1.5 PROJECT CONDITIONSd# ,A.Existing Utilities: Perform site survey, research public utility records, and verify existing utility locations. Contact utilitylocating service for area where Project is located.d# ,1.` ` Verify that water system piping may be installed in compliance with original design and referenced standards.d#` ***************************************************** DELETE OR MODIFY PARA BELOW IF SUBSURFACE BORING DATA ARE NOT AVAILABLE. COORDINATE WITH DIVISION 1 REQUIREMENTS. ***************************************************** ,B.Site Information: Reports on subsurface condition investigations made during the design of the Project are available for informational purposes only; data in reports are not intended as representations or warranties of accuracy or continuity of conditions (between soil borings).d# ,C.Manufacturer's Information: Contractor shall have a copy of the manufacturer's recommendations for each material or procedure to be used for this project available at the construction site at all times.d# PART 2: PRODUCTS 2.1 PIPES AND TUBINGd# ***************************************************** DUCTILEIRON PIPE BELOW IS AVAILABLE IN PRESSURE RATINGS 150, 200, 250, 300, AND 350. PIPE IS MADE IN SIZES DN 80 (3 INCHES) THROUGH DN 1350 (54INCHES), EXCEPT THAT DN 80 (3INCH) PIPE IS MADE BY ONLY 1 MFR AND MAY NOT BE AVAILABLE. JOINTS AVAILABLE ARE MECHANICAL AND PUSHON TYPES. ***************************************************** ,A.DuctileIron Pipe: AWWAC 151, Classes150, 200, and 250.d# ***************************************************** ENCASEMENT IS USUALLY NOT REQUIRED. DELETE IF SOIL IS NOT CORROSIVE. ***************************************************** ,1.` ` Encasement: AWWAC 105, polyethylene film tube.d#` ,2.` ` Lining: AWWAC 104, cement mortar, seal coated.d#` }&0*s's'Ԍ,3.` ` Gaskets, Glands, and Bolts and Nuts: AWWAC 111.d#` ,4.` ` Pipe Fittings: AWWAC 110, ductileiron or castiron, 1725 kPa (250psig) minimum pressure rating; or AWWAC 153, ductileiron compact fittings, 2400 kPa (350psig) pressure rating.d#` ***************************************************** BELOW NORMALLY USED IN INTERIOR SPACES AND PITS. ENCASE IN POLYETHYLENE WHEN BURIED. ***************************************************** ,5.` ` GroovedEnd Fittings: ASTMA47 malleableiron or ASTMA536 ductileiron, AWWApipesize, groovedend fittings having cement lining or Food and Drug Administration approved interior coating, designed to accept AWWAC 606 couplings, for AWWAsize groovedend piping joints.d#` ,6.` ` GrayIron Flanged Fittings: AWWAC 110, 1725 kPa (250psig) minimum pressure rating, with AWWAC 104 cementmortar lining.d#` ***************************************************** FITTINGS IN 2 SUBPARAS BELOW ARE FOR BURIED DUCTILEIRON PRESSURE PIPE. ENCASE IN POLYETHYLENE FILM. ***************************************************** ,7.` ` Flexible Expansion Joints: Compound fitting with combination of flanged and mechanicaljoint ends conforming to AWWAC 110 or AWWAC 153. Units have 2 gasketed balljoint sections and 1 or more gasketed sleeve sections, rated for 1725 kPa (250psig) minimum working pressure and with Food and Drug Administration approved epoxy interior coating, for offset and expansion indicated.d#` ,8.` ` Deflection Fittings: Compound coupling fitting with sleeve and flexing sections, gaskets, and restrainedjoint ends conforming to AWWAC 110 or AWWAC 153. Units rated for 1725 kPa (250psig) minimum working pressure, and with cement lining or Food and Drug Administration approved epoxy interior coating, for up to 20degrees deflection.d#` ***************************************************** COPPER TUBE BELOW IS AVAILABLE IN METRIC TYPES A, B, AND C (ENGLISH TYPES K, L, AND M), AND IN SIZES DN 300 (12 INCHES) AND SMALLER. JOINTS ARE EITHER SOLDERED OR BRAZED. THIS TUBING IS USUALLY USED FOR DN 50 (2INCH) SIZE AND SMALLER. DN 65 (21/2INCH) AND DN 80 (3INCH) SIZES ARE USED WHERE REQUIRED, BUT MAY BE MORE EXPENSIVE THAN DN 100 (4INCH) DUCTILEIRON OR PVC PIPE. JOINTS DN 100 (4INCH) SIZE AND SMALLER USING Sn95 SOLDER ARE PRESSURE RATED AT 1900 kPa (275 PSIG) AT 66 DEG C (150 DEG F). BRAZED JOINTS' PRESSURE RATING IS THE SAME AS THE COPPER TUBE. ***************************************************** ,B.Copper Tube: ASTMB88M, TypesA and B (ASTMB88, Types K and L), seamless water tube, annealed temper.d# ,1.` ` Copper Tube Fittings: ASMEB16.22, wroughtcopper, solderjoint pressure type.d#` ***************************************************** DIMENSION RATIOS (DR) AND STANDARD DIMENSION RATIOS (SDR) FOR PVC PIPE AT A GIVEN PRESSURE RATING VARY ACCORDING TO THE PVC COMPOUND NUMBER, AND CAN BE OBTAINED FROM THE MANUFACTURER'S PUBLICATIONS. PVC PIPE BELOW IS AVAILABLE IN SIZES 1/8 TO 36 INCHES IRONPIPESIZE (IPS), PRESSURE RATED AT 550(80), 690(100), 860(125), 1100(160), 1380(200), 1730(250), AND 2170(315) kPa(psi) ***************************************************** }&0*s's'ԌC.,Polyvinyl Chloride(PVC) Pipe: ASTM D 2241; Pressure rated at [___]kPa ([___] psi), [plain end][socket end, ASTM D 2672].d# ***************************************************** PVC PIPE BELOW IS AVAILABLE IN SIZES 4 TO 12 INCHES CASTIRON (CI) PIPE SIZE, PRESSURE CLASS 100, 150, AND 200 ***************************************************** D.,Polyvinyl Chloride(PVC) Pipe: AWWA C 900; Pressure Class [___]; with bell end and elastomeric gasket (ASTM F 477) or plain end for PVC, ductile iron, or cast iron fittings with elastomeric gasket.d# ***************************************************** PVC PIPE BELOW IS AVAILABLE IN SIZES 14 TO 36 INCHES CI OR IPS, DIMENSION RATIO (DR) 21, 25, 32.5, AND 41, AWWA C 905 (REQUIRES SPECIAL DESIGN ASSUMPTIONS AND CALCULATIONS TO DERIVE DESIGN PRESSURE) ***************************************************** E.,Polyvinyl Chloride(PVC) Pipe: AWWA C 905; DR [___], PVC compound number [___]; with bell end and elastomeric gasket (ASTM F 477), or plain end for PVC, ductile iron, or cast iron fittings with elastomeric gasket.d# ***************************************************** PVC PIPE BELOW IS AVAILABLE IN SIZES DN 300 (12 INCHES) AND SMALLER AND IN SCHEDULES 40, 80, AND 120. PRESSURE RATING FOR PIPE IS DEPENDANT ON SIZE AND CAN BE OBTAINED FROM MANUFACTURER'S LITERATURE ***************************************************** ,E.Polyvinyl Chloride (PVC) Plastic Pipe: ASTMD1785, Schedule[40] [80] [120] [socket] [threaded] ends.d# ,1.` ` SocketType Fittings: [ASTM D 2467; PVC, Schedule 80] [ASTM D 2466; PVC, Schedule 40] solvent cement joint.d#` ,3.` ` Threaded Pipe Fittings: ASTM D 2464; PVC Schedule 80.d#` ***************************************************** PB PIPE BELOW IS AVAILABLE IN SIZES DN 150 (6 INCHES) AND SMALLER WITH STANDARD THERMOPLASTIC PIPE DIMENSION RATIOS: SIDR15 = 860 kPa (125 PSIG); SIDR11.5 = 1100 kPa (160 PSIG); SIDR9 = 1380 kPa (200 PSIG); SIDR7 = 1725 kPa (250 PSIG). ***************************************************** ,F.Polybutylene (PB) Plastic Pipe: ASTMD2662; SIDR15 and SIDR11.5.d#  ***************************************************** PB TUBE BELOW IS AVAILABLE IN SIZES DN 80 (3 INCHES) AND SMALLER WITH STANDARD DIMENSION RATIOS: SDR13.5 = 1100 kPa (160 PSIG); SDR9 = 1725 kPa (250 PSIG); AND AWWA ONLY SDR11 = 1380 kPa (200 PSIG). ***************************************************** ,G.Polybutylene (PB) Plastic Tubing: AWWAC902 or ASTMD2666; SDR13.5.d# ,1.` ` CastBrass Fittings for Polybutylene (PB) Plastic Pipe: Flare, compression, or barbed, inserttype fittings; made to PB pipe and tube dimensions.d#` 0*s's'Ԍ{***************************************************** PE PIPE BELOW IS AVAILABLE IN IPS SIZES 1/2 TO 3 AND TUBING IS AVAILABLE IN COPPER TUBING SIZES 1/2 TO 2 INCHES WITH NOMINAL PRESSURE RATINGS OF 80, 100, 125, 160, AND 200 PSI. CONTROLLED INSIDE DIAMETER PIPE IS USED WITH INSERT FITTINGS AND BUTT FUSION WELDING, CONTROLLED OUTSIDE DIAMETER PIPE IS USED WITH BUTT OR SOCKET FUSION WELDING OR MECHANICAL FITTINGS. TUBING IS GENERALLY USED FOR SERVICE CONNECTIONS FROM MUNICIPAL WATER MAINS AND CAN BE USED WITH FLARED FITTINGS. INSIDE DIMENSION RATIOS (IDR) AND DIMENSION RATIOS (DR) FOR A GIVEN PRESSURE CLASS VARY ACCORDING TO THE PE COMPOUND NUMBER, AND CAN BE OBTAINED FROM THE MANUFACTURERS PUBLICATIONS. ***************************************************** ,H.Polyethylene (PE) Plastic Pipe: AWWA C 901; pressure class ___, {controlled [inside] [outside] diameter.d# ***************************************************** PE PIPE BELOW IS AVAILABLE IN SIZES 1/2 TO 6 INCHES WITH PRESSURE RATINGS OF 80, 100, 125, 160, AND 200 PSI. ASTM D 2239, CONTROLLED INSIDE DIAMETER PIPE IS USED WITH INSERT FITTINGS AND BUTT FUSION WELDING; ASTM D 3035, CONTROLLED OUTSIDE DIAMETER PIPE IS USED WITH BUTT OR SOCKET FUSION WELDING OR MECHANICAL FITTINGS. STANDARD INSIDE DIMENSION RATIOS (SIDR) AND STANDARD DIMENSION RATIOS (SDR) FOR A GIVEN PRESSURE CLASS VARY ACCORDING TO THE PE COMPOUND NUMBER, AND CAN BE OBTAINED FROM THE MANUFACTURERS PUBLICATIONS. ***************************************************** ,I.Polyethylene (PE) Plastic Pipe: [ASTM D 2239, controlled inside diameter] [ASTM D 3035, controlled outside diameter]; pressure rated at ___kPa (___psi).d# ***************************************************** PE PIPE BELOW IS AVAILABLE IN SIZES 1/2 TO 6 INCHES, ASTM D 2104 FOR SCHEDULE 40 PIPE BASED ON INSIDE DIAMETER; AND 1/2 TO 12 INCHES, ASTM D 2447 FOR SCHEDULE 40 AND 80 BASED ON OUTSIDE DIAMETER. PRESSURE RATINGS FOR SCHEDULE PIPE VARY ACCORDING TO PIPE SIZE AND CAN BE OBTAINED FROM THE MANUFACTURERS PUBLICATIONS. ***************************************************** ,J.Polyethylene (PE) Plastic Pipe: [ASTM D 2104, Schedule 40, controlled inside diameter] [ASTM D 2447, Schedule ___].d# ,K.Molded Polyethylene (PE) Plastic Fittings: [ASTM D 2683, socket] [ASTMD3261, butt ] fittings of the same size as the connecting PE pipe.d# ,L.Cast Brass Compression and Flair Fittings: Of the same size as the connecting PE tubing.d# ,M.Insert Fittings: [Brass] [Stainless Steel] [Galvanized Steel] [Nylon] [PVC] [Propylene]; serrated insert end with corrosion resistant bands or crimp rings. Adapter fitting shall have threaded end; plastic fittings shall be according to ASTM D 2609.d# 2.2 VALVES AND VALVE BOXESd# ,A.Civil: Section 02516 Valves.d# ,B.Mechanical: Section 15100 Valves.d# :#0*s's'Ԍ2.3 BACKFLOW PREVENTERSd# ,A.General: ASSEStandard backflow preventers, of size indicated for maximum flow rate and maximum pressure loss indicated.d# ,1.` ` Working Pressure: 1035 kPa (150 psig) minimum except where indicated otherwise.d#` ,2.` ` DN 50 (2 Inches) and Smaller: Bronze body with threaded ends.d#` ,3.` ` DN 65 (21/2 Inches) and Larger: Bronze, castiron, steel, or stainlesssteel body with flanged ends.d#` ,` ` a.@ @ Interior Lining: FDAapproved epoxy coating for backflow preventers having castiron or steel body.d#@ ,4.` ` Interior Components: Corrosionresistant materials.d#` ,5.` ` Exterior Finish: Polished chrome plate when used in chromeplated piping system.d#` ,6.` ` Strainer on inlet where strainer is indicated.d#` ***************************************************** USE BELOW FOR LOW HAZARD AND WHERE NOT SUBJECT TO CONTINUOUS PRESSURE. OUTLET SIZE IS GARDENHOSE THREAD. ***************************************************** ,B.Hose Connection Vacuum Breakers: ASSE1011, nickel plated, with nonremovable and manual drain features, and ASMEB1.20.7 threads for garden hose on outlet. Units attached to roughbronzefinish hose connections may be rough bronze.d# ***************************************************** USE BELOW FOR HIGH HAZARD. SIZES ARE DN 20 (3/4 INCH) TO DN 250 (10 INCHES). ***************************************************** ,C.ReducedPressurePrinciple Backflow Preventer: ASSE1013, with OS&Y gate valves on inlet and outlet, and strainer on inlet. Include test cocks and pressuredifferential relief valve having ASMEA112.1.2 airgap fitting located between 2 positiveseating check valves for continuouspressure application.d# ,1.` ` Pressure Loss: 83 kPa (12 psig) maximum through middle third of flow range.d#` ***************************************************** USE BELOW FOR LOW HAZARD. SIZES ARE DN 20 (3/4 INCH) TO DN 250 (10 INCHES). ***************************************************** ,D.DoubleCheck Backflow Prevention Assemblies: ASSE1015, with valves on inlet and outlet and strainer on inlet. Include test cocks with 2 positiveseating check valves for continuouspressure application.d# ,1.` ` Pressure Loss: 34 kPa (5 psig) maximum through middle third of flow range.d#` ***************************************************** USE BELOW FOR LOW HAZARD. SIZES ARE DN 80 (3 INCHES) TO DN 250 (10 INCHES). ***************************************************** ,E.Double Check Valve Assembly: UL312, FMapproved. Assembly has 2 UL312, FMapproved, ironbody, 1200 kPa (175psig) working pressure, flangedend check valves, with 2 UL262, FMapproved, ironbody, OS&Y, flanged, 1200 kPa (175psig) working pressure gate valves.d# ,1.` ` Pressure Loss: 34 kPa (5 psig) maximum through middle third of flow range.d#` ***************************************************** USE BELOW FOR MODERATE TO HIGH HAZARD. SIZES ARE DN 15 (1/2 INCH) TO DN 50 (2INCHES). INSTALL UNIT HIGHER THAN DOWNSTREAM SYSTEM. *****************************************************}& 0*s's'Ԍ,F.Antisiphon, PressureType Vacuum Breakers: ASSE1020, with valves, springloaded check valve, and springloaded floating disc. Include test cocks and atmospheric vent for continuouspressure application.d# ,1.` ` Pressure Loss: 34 kPa (5 psig) maximum through middle third of flow range.d#` C***************************************************** USE BELOW FOR HIGH HAZARD. SIZES ARE DN 80 (3 INCHES) TO DN 250 (10 INCHES). ***************************************************** ,G.ReducedPressure Detector Assembly Backflow Preventers: ASSE1047, FMapproved or ULlisted, with OS&Y gate valves on inlet and outlet, Cand strainer on inlet. Include pressuredifferential relief valve having ASMEA112.1.2 airgap fitting located between 2 positiveseating check valves, test cocks, and bypass with displacementtype water meter, valves, and reducedpressure backflow preventer, for continuouspressure application.d# ,1.` ` Pressure Loss: 83 kPa (12 psig) maximum through middle third of flow range.d#` ***************************************************** USE BELOW FOR LOW HAZARD. SIZES ARE DN 80 (3 INCHES) TO DN 250 (10 INCHES). ***************************************************** ,H.DoubleCheck Detector Assembly Backflow Preventers: ASSE1048, FMapproved or ULlisted, with OS&Y gate valves on inlet and outlet, and strainer on inlet. Include 2 positiveseating check valves and test cocks, and bypass with displacementtype water meter, valves, and doublecheck backflow preventer, for continuouspressure application.d# ,1.` ` Pressure Loss: 34 kPa (5 psig) minimum through middle third of flow range.d#` 2.4 IDENTIFICATIONd# ***************************************************** DO NOT REFER CONTRACTOR TO SECTION 02501 IF SPECIFIED HERE. ***************************************************** ,A.Marking Tape: [Section 02501 Utility Line Marking.] d# ,B.MetallicLined Plastic Underground Warning Tapes: Polyethylene plastic tape with metallic core, 150mm (6 inches) wide by 0.1mm (4mils) thick, solid blue in color with continuously printed caption in black letters "CAUTION WATER LINE BURIED BELOW."d# ***************************************************** RETAIN BELOW IF NONMETALLIC PIPING IS USED. EDIT CAPTION IF METAL PIPING WITH ELECTRICALLY INSULATING FITTINGS IS USED. ***************************************************** ,C.Nonmetallic Piping Label: Engraved plasticlaminate label, for installation on main electrical meter panel; not less than 25mm (1inch) by 75mm (3 inches), with caption "CAUTION THIS STRUCTURE HAS A NONMETALLIC WATER SERVICE."d# 2.5 FIRE DEPARTMENT CONNECTIONSd# ,A.Exposed, Sidewalk Fire Department Connections: UL405, castbrass body, with thread inlets according to NFPA1963 and matching local fire department hose threads, and threaded NPS bottom outlet. Include lugged cap, gasket, and chain; lugged swivel connection and drop clapper for each hose connection inlet; 460mm (18 inch)high brass sleeve; and round sidewalk escutcheon plate.d# }& 0*s's'ԌC***************************************************** MODIFY AS REQUIRED AND RETAIN 1 FEATURE FROM EACH OF THE FOLLOWING 4 GROUPS. ***************************************************** ,1.` ` Connections: Two DN 65 (21/2inch) inlets and DN 100 (4inch) Coutlet.d#` ,2.` ` Connections: Two DN 65 (21/2inch) inlets and DN 150 (6inch) outlet.d#` ,3.` ` Connections: Three DN 65 (21/2inch) inlets and DN 150 (6-inch) outlet.d#` ,4.` ` Connections: Four DN 65 (21/2inch) inlets and DN 150 (6-inch) outlet.d#` ,5.` ` Connections: Six DN 65 (21/2inch) inlets and DN 150 (6inch) outlet.d#` ,6.` ` Connections: Six DN 65 (21/2inch) inlets and DN 200 (8inch) outlet.d#` ,7.` ` Inlet Alignment: [In line, horizontal.] [Square.]d#` ,8.` ` Finish Including Sleeve: [Polished chrome plated.] [Rough chrome plated.] [Polished brass.]d#` ,9.` ` Escutcheon Plate Marking: "AUTO SPKR & STANDPIPE."d#` 2.6 GOVERNMENT-FURNISHED MATERIALSd# ,A.Requirements: Section 01019 - Government-Furnished Property.d# 2.7 MIXESd# ,A.Concrete: ASTM C 150, Type IIA portland cement. A mix not leaner than one part cement, 2-1/2 parts sand, and 3-1/2 parts gravel, with a slump of 2 to 4 inches, according to ASTM C 143 may be substituted. [Section 03306 Minor Concrete.]d# ,1.` ` Compressive Strength: ASTM C 94; 21 MPa (3,000 psi) at 28 days, minimum.d#` ,2.` ` Aggregate Size: ASTM C 94; 19 mm (3/4-inch) maximum.d#` ,d# PART 3: EXECUTION 3.1 PREPARATIONd# ,A.Clearing and Grubbing: [Section 02231 - Clearing and Grubbing.] [Section 02321 - Trenching.]d# 3.2 EXAMINATIONd# ,A.Verification: Where the water main is to be laid near the route of an existing sewer, force main, or inverted siphon, check the in-place location of the sewer before laying the water main.d# C3.3 PIPE INSTALLATIONd# ,A.General: No pipe shall be installed in water. Keep the interior of the pipe clean. The pipe shall not be covered until the pressure test Chas been approved. Ends of lines shall be capped leaving sufficient space for later removal.d# ,1.` ` Install piping at indicated slope.d#` ,2.` ` Install components having pressure rating equal to or greater than system operating pressure.d#` ,3.` ` Install piping free of sags and bends.d#` ,4.` ` Locate groups of pipes parallel to each other, spaced to permit valve servicing.d#` ,5.` ` Install fittings for changes in direction and branch connections.d#` }& 0*s's'Ԍ,B.Water Main Connection: [Contractor shall arrange for utility company to tap water main, of size and in location indicated.] [Contractor shall tap water main with size and in location as indicated according to requirements of water utility.]d# ***************************************************** BELOW USED FOR TAPPING WATER MAIN FOR LARGER THAN DN 50 (2INCH) CONNECTION. ***************************************************** ,1.` ` Follow manufacturer's written instructions.d#` ,2.` ` Install tapping sleeve and tapping valve according to manufacturer's installation instructions.d#` ,3.` ` Install tapping sleeve on pipe to be tapped. Position flanged outlet for gate valve.d#` ,4.` ` Install gate valve onto tapping sleeve. Comply with AWWAC600. Install valve with stem pointing up and with castiron valve box.d#` ,5.` ` Use tapping machine compatible with valve and tapping sleeve; cut hole in main. Remove tapping machine and connect water service piping.d#` ***************************************************** BELOW USED WITH DRILLING MACHINE FOR TAPPING WATER MAIN FOR DN 50 (2INCH) OR SMALLER CONNECTION. ***************************************************** ,6.` ` Install service clamps and corporation stops in size, quantity, and arrangement required by utility company standards and according to manufacturer's installation instructions.d#` ,7.` ` Install service clamps on pipe to be tapped. Position outlet for corporation stop.d#` ,8.` ` Install corporation stops into service clamps. Install valve with stem pointing up and with castiron valve box.d#` ,9.` ` Install manifold for multiple taps in water main.d#` ,10.` ` Use drilling machine compatible with service clamp and corporate stop. Drill hole in main. Remove drilling machine and connect water service piping.d#` ,C.Fire Service Main: Comply with requirements of NFPA 24 for materials and installation.d# ,D.Coordination With Existing Utilities: d# ,1.` ` Sewer Lines: Where the location of the water pipe is not clearly defined in dimensions on the drawings, do not lay the water pipe closer horizontally than 3 m (10 feet) from a sewer except where the bottom of the water pipe will be at least 300 mm (12 inches) above the top of the sewer pipe, in which case do not lay the water pipe closer horizontally than 1.8 m (6 feet) from the sewer. Where water lines cross under gravity-flow sewer lines, the sewer pipe for a distance of at least 3 m (10 feet) each side of the crossing shall be fully encased in concrete or shall be made of pressure pipe with no joint located within 900 mm (3 feet) horizontally of the crossing. Water lines shall in all cases cross above sewage force mains or inverted siphons and shall be not less than 600 mm (2 feet) above the sewer main. Joints in the sewer main, closer horizontally than 900 mm (3 feet) to the crossing, shall be encased in concrete.d#` ,2.` ` Water Lines: Do not lay water lines in the same trench with sewer lines, gas lines, fuel lines, or electric wiring.d#` ,3.` ` Copper Tubing: Do not install copper tubing in the same trench with ferrous piping materials.d#` /% 0*s's'Ԍ,4.` ` Nonferrous Metallic Pipe: Where nonferrous metallic pipe, e.g., copper tubing, crosses any ferrous piping material, maintain a minimum vertical separation of 300 mm (12 inches) between pipes.d#` ***************************************************** Insert the name of the railway company having jurisdiction. ***************************************************** ,5.` ` Roads and Railroads: Water pipe shall be encased in a sleeve of rigid conduit for the lengths shown. [Sleeves under railroads shall be in accordance with the [________] railroad company requirements]. Provide a minimum clearance of at least 50 mm (2 inches) between the inner wall of the sleeve and the maximum outside diameter of the sleeved pipe and joints. Provide sand bedding for the water pipe through the sleeve. Provide sleeves of ferrous material with corrosion protection as required for the conditions encountered at the site of installation.d#` ,6.` ` Structures: Where water pipe is required to be installed within 1m (3 feet) of existing structures, the water pipe shall be sleeved as required for roads and railroads. Care shall be exercised and proper precautions taken during installation of the water pipe and sleeve to assure that there will be no damage to the structures and no settlement or movement of foundations or footings.d#` ,E.Cutting of Pipe: Cutting of pipe shall be done in a neat manner without damage to the pipe. Unless otherwise instructed by the manufacturer and authorized by the Contracting Officer, cutting shall be done with an approved type mechanical cutter. Use a wheel cutter when practical. Cut copper tubing square and remove all burrs. Do not use squeeze type mechanical cutters for ductile iron.d# ,F.Ductile Iron: Install ductileiron pipe and ductileiron and castiron fittings according to AWWAC600.d# ,1.` ` Install polyethylene encasement according to AWWAC 105 on ductileiron pipe, ductileiron and castiron pipe fittings, and ferrous couplings where specified.d#` ,G.Steel: Install in trenches excavated and backfilled [according to Section 02321 - Trenching] [as shown on the drawings] and according to the following items:d# ,1.` ` Install pipe in trenches and to the lines and grades shown on the drawings, and as staked. Water lines installed shall be a minimum of 450mm (18 inches) to the top of the pipe.d#` ,2.` ` Full length of each section of pipe shall rest firmly on the bedding material and be pitched to drain.d#` ,3.` ` The "V" type ditch depth limit shall be 450 mm(18 inches). The bottom of the trenches shall be graded to provide uniform bearing support for the pipe.d#` C***************************************************** DELETE TYPES OF PIPING BELOW NOT SPECIFIED IN PART 2. ***************************************************** ,H.Copper: Install copper tube and wroughtcopper fittings according to CCDANo.404/0 "Copper Tube Handbook."d# ,I.Polyvinyl Chloride (PVC) Pipe: d# ,1.` ` Install polyvinyl chloride (PVC) plastic pipe according to AWWAM23.d#` ,2.` ` Install NPS polyvinyl chloride (PVC) plastic pipe according to ASTMD2774.d#` ,3.` ` Make solvent welded joints according to ASTM D 2855.d#` }& 0*s's'Ԍ,J.Polybutylene (PB) Plastic Pipe and Tubing: Install according to manufacturer's written instructions.d# ,K.Polyethylene (PE) Plastic Pipe and Tubing: Install according to ASTMD2774 and manufacturer's written instructions.d# ,1.` ` Make fusion welded joints according to ASTMD2657.d#` ,2.` ` Make insert joints according to AWWA C901.d#` ,3.` ` Make flared joints according to ASTM D 3140.d#` ,L.Depth: Bury piping at minimum depth of 1000 mm (36 inches) below finished grade and not less than 500 mm (18 inches) below average local frost depth.d# ,M.Tunneling: Install pipe by tunneling, jacking, or a combination of both under streets or other obstructions that cannot be disturbed by excavation. d# ,N.Anchorages: Install anchorages for tees, plugs and caps, bends, crosses, valves, and hydrant branches. Include anchorages for the following piping systems:d# **************************************************** RETAIN 1 OR BOTH OF 2 PARAS BELOW WHEN NFPA 24 INSTALLATION IS NOT REQUIRED. ***************************************************** ,1.` ` GasketedJoint, DuctileIron Piping: According to AWWAC600.d#` ,2.` ` GasketedJoint, Polyvinyl Chloride (PVC) Piping: According to AWWAM23.d#` ***************************************************** DELETE 2 SUBPARAS ABOVE AND RETAIN SUBPARA BELOW WHEN WATER SYSTEM IS ONLY A FIRE SERVICE MAIN OR WHEN NFPA 24 INSTALLATION IS REQUIRED. ***************************************************** ,3.` ` Fire Service Piping: According to NFPA24.d#` ,4.` ` Corrosion Retardant: Apply full coat of asphalt or other acceptable corrosionretarding material to surfaces of installed ferrous anchorage devices.d#` ,O.Protective Casing: [Run potable water lines a minimum of 150mm (18inches) above the sanitary sewer line.] [Install protective casing in areas where potable water lines cross sanitary sewer lines and as shown on the drawings. Culvert shall comply with Section 02640 Culverts. Extend casing at least 8 m (25feet) on each side of crossover point.] [Steel pipe shall be installed at the road crossing in a trench of the dimensions shown on the drawings.]d# 3.4 THRUST RESTRAINTd# ,A.Requirements: Plugs, caps, tees and bends deflecting 11-1/4 degrees or more, either vertically or horizontally, on water lines 100 mm (4inches) in diameter or larger, and fire hydrants shall be provided with thrust restraints. Valves shall be securely anchored or shall be provided with thrust restraints to prevent movement. Thrust restraints shall be either thrust blocks or, for ductile-iron pipes, restrained joints.d# ,1.` ` Thrust Blocks: Thrust blocking shall be concrete of a mix not leaner than: 1 cement, 2-1/2 sand, 5 gravel; and having a compressive strength of not less than 14 MPa (2,000 psi) after 28 days. Blocking shall be placed between solid ground and the hydrant or fitting to be anchored. Unless otherwise indicated or directed, the base and thrust bearing sides of thrust blocks shall be poured directly against undisturbed earth. The sides of thrust blocks not subject to thrust may be poured against forms. The}&0*s's' area of bearing shall be as shown or as directed. Blocking shall be placed so that the fitting joints will be accessible for repair. Steel rods and clamps, protected by galvanizing or by coating with bituminous paint, shall be used to anchor vertical down bends into gravity thrust blocks.d#` N,2.` ` Restrained Joints: For ductile-iron pipe, restrained joints shall Nbe designed by the Contractor or the pipe manufacturer in accordance with DIPRA-01.d#` 3.5 ROUGHINGIN FOR WATER METERSd# ***************************************************** DETAIL METER INSTALLATION ON DRAWINGS. USE THIS ARTICLE ONLY WHEN WATER METERS ARE INSTALLED BY UTILITY CO. ***************************************************** ,A.Install roughingin piping and specialties for water meter installation according to utility company's instructions and requirements.d# 3.6 BACKFLOW PREVENTER INSTALLATIONd# ***************************************************** MODIFY THIS ARTICLE AS REQUIRED. USE UNITS HAVING DRAIN OR VENT OUTLET ONLY ABOVEGROUND OR INSIDE BUILDING. ***************************************************** ,A.Requirements: Install backflow preventers of type, size, and capacity indicated. Include valves and test cocks. Install according to plumbing and health department authorities having jurisdiction.d# ,1.` ` Do not install bypass around backflow preventer.d#` ,2.` ` Do not install reducedpressureprincipletype in pit.d#` ,B.Support: Support backflow preventers, valves, and piping on 20.y MPa (3000psi) minimum, portlandcementmix concrete piers as indicated.d# 3.7 OTHER WORKd# ,A.Fire Hydrants: Section 02513 - Fire Suppression Water Distribution.d# ,B.Water Meters: Section 13314 - Water Meters.d# ,C.Chlorination Equipment: Section 11261 - Chlorination Equipment.d# ,D.Water Storage Tanks: Section 13209 - Water Storage Tanks.d# ,E.Underground Storage Tanks: Section 13215 - Underground Storage Tanks.d# ,F.Manhole and Cover: Section 02533 Sanitary cleanouts, Manholes, Frames, and Covers.d# ,G.Marking Tape: Section 02501 - Utility Line Marking.d# ,H.Bedding: Section 02321 - Trenching.d# ,I.Valves and Valve Boxes: Section 02516 Valves.d# ,J.Testing: Section 02518 - Testing of Piping Systems.d# ,K.Disinfection: Section 02512 - Disinfection of Water Distribution Systems.d# ,L.Training of Government Personnel: Section 01780 Closeout Submittals.d# }&0*s's'ԌٙPART 4: MEASUREMENT AND PAYMENT 4.1 METHOD OF MEASUREMENTd# ***************************************************** When a "lump sum" Contract is used, delete the title PART4: MEASUREMENT AND PAYMENT, and both articles from this section. Measurement and payment will be addressed in Part 4 of Section 01009 General Information and Requirements or Section 01010 Summary of Work. When not a "lump sum" Contract, select applicable phrases; use the "no measurement" phrase when none of the Pay Items in this section are included in the Bid Schedule. ***************************************************** ,A.Units: The work described in this Section will [not be measured for payment.] [be measured and paid for] [on a lump sum basis.] [by the number of linear feet of pipeline measured along the centerline and on the ground surface over the completed types and sizes of pipe.] [Water for testing will not be measured for payment.] [Thrust blocks will] [be measured and paid for by the number of cubic yards of concrete used in the construction of the blocks.] [not be measured for payment.]d# 4.2 BASIS OF PAYMENTd# ***************************************************** When not a "lump sum" Contract, select applicable phrases; use the "no direct payment" phrase when none of the Pay Items in this section are included in the Bid Schedule. When not a "lump sum" Contract and payment is to be made under this section, select applicable Pay Items. Do not change Pay Item number. When more than one diameter or gauge is specified for any Pay Item, letter suffixes will be added after the parenthesis of the item number. When Government-furnished property is specified for Pay Items, the letter suffix GF will be added after the parenthesis of the item number. ***************************************************** ,A.Payment: [No direct payment for the work described under this section will be made. Consideration for this item shall be included in the bid price for other items of the Contract.] [Prices and payment will be full compensation for the work described in this section. Payment will be made under:]d# ,Pay Item @@C  HPay Unitd#  ,02514(01) Water Systemd#pD d#RLump Sum ,02514(10) Plastic Pipe, Class  ,   inch diad#pd#OLinear Foot ,02514(11) Plastic Pipe, Sch.  ,   inch diad#pd#OLinear Foot ,02514(20) PVC Pipe, Class  ,   inch diad#pd#OLinear Foot ,02514(21) PVC Pipe, Sch.  ,   inch diad#pd#OLinear Foot ,02514(30) PE Pipe, Sch.  ,   inch diad#pd#OLinear Foot ,02514(31) PE Pipe, Class  ,   inch diad#pd#OLinear Foot ,02514(40) Galv. Steel Pipe Sch. 40,   inch diad#pd#OLinear Foot ,02514(50) Welded Steel Piped#pd#OLinear Foot ,02514(60) Thrust Blocks, Concreted#p|d#PCubic Yard 0,END OF SECTION/%0*s's' =,WORK DATA SHEET V2for B%SECTION 02514 - WATER SYSTEMS ***************************************************** NOTE: WHEN SEVERAL PIPELINE PROJECTS ARE INCLUDED, THE TABULAR FORMAT MAY BE MORE APPROPRIATE.   ***************************************************** 1.,Trenching method:d# 2.,Trench type:d# 3.,Pipeline depth of bury (minimum): ___ mm (___ inches)d#