section 09 9000 painting and coating -...

SECTION 09 9000

PAINTiNG AND COATIN G

PARTIGENERAL

1 .01 WORK INCLUDE ©

A. The contractor shall furnish all materials, labor, equipment, and incidentals required to provide aprotective coating system for ihe surfaces listed herein and not otherwise excluded .

B. The work includes painting and finishing of interior and exterior exposed items and surfacessuch as structural steel, miscellaneous metals, ceilings, walls, fioors, reclaim tank, doors,frames, transoms, roof fans, construction signs, guardrails, posts, fittings, valves, equipment,and all other work obviousiy required to be painted unless otherwise specified herein or on thedrawings. The omission of minor items in the schedule of work shall not relieve the contractor ofhis obligaiion to include such items where they come within the general intent of thespecification as stated herein .

C. The following items will not 6e painted :1 . Any code-requiring labels, such as Underwriters' Laboratories and Factory Mutual, or any

equipment identification, performance rating, name or nomenclature plates .2 . Any moving parts of operating units, mechanical and electrical parts, such as valve and

damper operators, linkages, sinkages, sensing devices, motor and fan shafts, uniessotherwise indicated .

3 . Aluminum handrails, walkways, windows, louvers and grating unless otherwise specifiedherein .

4. Signs and nameplates .5. Finish hardware .6. Stainless steel angles, tubes, pipe, etc.7 . Products with polished chrome, aluminum, nickel, or stainless steel finish .8. Flexible couplings, lubricated bearing surfaces, insulation and metal and plastic pipe

interior.9. Sprinkler heads .

1 .02 REFERENCES

A. SSPC - The Society For Protective Coatings .

B . Metal Ladder Manufacturer's Association - Specification for Ladders and Scaffolds .

C . UL Requirement for Ladders and Scaffolds .

D. NACE RP0188 Standard Recommended Practice, Discontinuity (Holiday) Testing of ProtectiveCoatings .

E . ANSI/NSF 61 - Drinking Water System Components - Health Effects .F. ASTM D 16 - Terminoiogy Relating to Paint, Varnish, Lacquer, and Related Products .

1 .03 QUALITY ASSURANCE

A. The Contractor shall meet the following requirements :1 . The Contractor is ultimately responsible for the workmanship and quafity of the installation .

Inspections by the Owner, the Engineer, or others do not limit the Contractor'sresponsibility .

2. Experienced in the application of specified system for a minimum 5 years . Verifyexperience with a list of 5 completed projects of similar size and complexiry includingproject name, date installed, location, name and phone of owner's contact, andapproximate square footage .

3. Use oniy products of the approved CSM . Provide the same products for repairs as for theoriginal coating .

4. If any requirements of this specification are contradicted by a referenced standard orvice-versa, the matter shall be resolved in writing by the A/E or its representative .

0355A0020 .0001 Kensington 09 9000 - 1 PAINTING AND COATINGWater Treatment Plant Addition

5. Make available at all times ail locations and phases of the work for access and inspectionby the Engineer, the Owner, or other personnel designated by the Owner . The Contractorshall provide ventilation, egress, and whatever other means are required for the Owner,Engineer, or designated personnel to access and exit the work areas safely .

6. Conduct work so that the system is installed as specified herein . Inspect work continuallyto ensure that the coating system is installed as specified herein .

7 . The Contracior's Supervisor shall be on site at all times and will be thoroughly familiar withthe wvrk in progress .

8 . The methods of construction shall be in accordance with all requirements of thisspecification. Any changes in the instalEation requirements shall be allowed only with thewritten approval of the A/E.

9. Installation shall be performed by an applicaior having satisfactory experience in theapplication of these or similar materials or with on-site consultation by a qualified fieldservice representative of the CSM .

B. AII materials shall be produced by a singfe manufacturer. Total paint system shall be from onemanufacturer and no cross coating allowed between primers and finish coats .

C . Submit the folfowing prior to commencing with any phase of the work covered by this Section :1 . Manufacturer's current printed recommendations and product data sheets for all products

including performance criteria, surface preparation and applications, volatile organiccompound (V .O.C.) data, and safety requirements .

2 . Material Safety Data Sheets (MSDS) for any materials brought on-site including all coatingsystem materials, solvents, and abrasive blast media .

3 . Contractor's written verification that the personnel who will perform this work have therequired experience as specified in 1 .05. This document must list the names of all of theContractor's supervisors and tradespeople who will work on the project covered by thisSection .

4. List of 5 completed projects of similar size and complexity including project name, dateinstalled, location, name and phone of owner's contact, and approximate square footage .

5. Lisi of cleaning and thinner solutions allowed by the CSM .6. Storage requirements including temperature, humidity, and ventilation for Coating System

Materials .

D. Colors to be selected by ArchitectlEngineer or Owner's Representative, and indicated onschedule .

E. Samples :1 . Samples of each finish and color shall be submi tted to the ArchitecUEngineer for approval

before any work is sta rted .2 . Such samples when approved in writing shaEl constitute a standard, as to color and finish

only, for acceptance or rejection of the finish work .3 . Rejected sampies shall be resubmitted until approved .

F. VOC Requirements : Submit manufacturer's ce rt ification that paints and coatings comply withFederal, State, and Local, whichever is more stringent, requirements for VOC (Volatile OrganicCompound) .

G . AII coatings and components in contact with potable water shall meet ihe requirements ofANSUNSF Standard 61 .

1 .04 DELIVERY, HANDLING AND STORAG E

A. Deliver all material to site in original, new, unopened containers, labeled and bearingmanufacturer's name and stock number, product and brand name, contents by volume formajor constituents, instructions for mixing and reducing, and application instruction .

B . Provide adequate storage faciiities designed exclusively for the purpose of paint storage andmixing . Facility area shall be located away from open flames, be well ventilated, and be capabieof maintaining ambient storage temperature of no less than 45 degrees F .

0355A0020 .0001 Kensington 09 9000 - 2 PAINTING AND COATINGWater Treatment Plant Adctition

C. Paint, coatings, reducing agents, and other solvents must be stored in original containers untilopened; if not resealable, then must be transferred to UL approved safery containers . Provideproper ventilation, personal protection and fire protection for storage and use of same .

D. Comply with requirements set forth by Occupational Safety and Health Act, OSHA, for storageand use of painting materials and equipment .

1 .05 EXTRA STOC K

A. Upon completion of work, provide owner with at least one gallon of each type and color ofproduct used .

B . Containers shall be tightly sealed and clearly labeled for identification .

PART 2 PRODUCTS

2.01 ACCEPTABLE SYSTEMS AND MANUFACTURER S

A. General : Paint productslsystems specified are not intended to limit competition, but to establisha standard of quality desired . The owner will consider equivalent systems by othermanufacturers.

2.02 MATERIALS

A. AII materials specified herein are manufactured by the Tnemec Company, Inc . SherwinWilliams, or approved equal .

B . Equivalent materials of other manufacturers may be substituted on approval of the Owner'sRepresentative. Request for substitution shall inciude manufacturer's literature for each productgiving name, generic type, descriptive information, performance and test data, and evidence ofsatisfactory past perFormance . No request for substitution shall be considered that woulddecrease film thickness and/or number of coats or offer a change in the generic rype of coatingspecified .

C. No substitution wil[ be considered unless request for approval has been submitted by the bidderand has been received by the Architect/Engineer at least ten days prior to the date of bids . Theburden of proof of the merit of the proposed substitute is upon the proposer. The Owner'sRepresentative's decision of approval or disapproval of the proposed substitution shall be final .

PART 3 EXECUTION

3.01 INSPECTIO N

A. Thoroughly examine surface scheduled to be painted prior to commencing work . Report inwriting to the Owner's Representative any condition that may affect proper application andoverall performance of coating system . Do not proceed with work until such conditions havebeen corrected . Commencing with work indicates acceptance of existing conditions and forresponsibility for performance of applied coating .

3.02 PROTECTION

A. Extreme diligence shall be taken to ensure that vehicles, equipment, hardware, fixtures,materials, etc ., are protected against paint spillage, overspray, etc . Such damages shall becorrected at no expense to Owner.

B . Surtaces not to be coated shall be masked, removed, or otherwise covered to protect againstcleaning and coating application procedures and weather . ©rop cloths shall be used to protectfloor, walls, machinery, equipment, and previously coated surfaces .

C. Exercise care in erecting, bracing, handling, and dismantling staging and scaffolding, to avoidscratching or damaging walls, floors, equipment, etc .

3.03 SURFACE PREPARATIO N

A. Perform preparation and cleaning procedures in strict accordance with manufacturer'sinstructions for each substrate condition .

B. Ferrous metals (structural steel and miscellaneous metals) requiring shop or field priming shallbe prepared as listed in PART 4"Coating System Schedule" specified herein and listed for eac h

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individual coating system . All metal surtaces shall be cleaned prior to sandblasting to remove oiland grease present by following methods and procedures outlined in SSPC-SP1 SolventCleaning .

C . Surtace preparation for fie[d touch-up of ferrous metals shop-primed shall be as follows :1 . Immersion - Remove all oil, grease, dirt, dust and foreign matter from the surface . Weld

slag, weld spatter, rough edges and sharp corners of weld seams shall be ground smooth .All rusted, abraded and unpainted areas sha116e blast cleaned to a Near-White Finish asoutlined in Steel Structures Painting Council's Specification SP-10 .

2, Non-Immersion - Remove all oil, grease, dirt, dust and foreign matter from the surface .Follow cleaning with Steel Structures Painting Council's Specification SP-3 Power Toolcleaning .

D . Galvanized metals requiring paint (only as directed by Owner's Representative) shall be cleanedby removing all oil, grease, dirt, dust and foreign matter by solvent cleaning in accordance withSSPC-SP1 and abraded prior to applying any finish .

E. Concrete and concrete masonry surfaces shall be cleaned and free of oils, laitance, dust, dirt,loose mortar, and excess moisture . Structural cracks and defects shall be repaired . All surfacesmust be completely dry prior to applying any coatings/paint. Allow new concrete and mortar tocure 28 days prior to coating .1 . Verify dryness of concrete in accordance with ASTM D 4263 prior to coating .2. Fill large vaids, bugholes and other cavities with manufacturer's recommended filler to

permit continuous void free coating application .

F. Gypsum board (or drywall) surfaces shall be dry, flat, and free of dust, dirt, grease, oil, powderyresidue, wax, soap and other contaminants .

3 .04 TOUCH-UP OF SHOP APPLIED COATINGS

A. All shop applied coatings with manufacturer's standard paint and in non-immersion service,shall be touched-up with compatibie barrier coating able to receive specified topcoat(s) . NotifyArchitecUEngineer or Owner's Representative in writing of anticipated problems due toincompatible coating systems .

B . All shop applied coatings with specified primer as listed in PART 4"Coating System Schedule"shall be touched up with same primer before any topcoat(s) are applied .

3 .05 APPLICATIO N

A. No paint shall be applied when surrounding air temperature, as measured in the shade, is below45 degrees F . No paint shall be applied when the temperafure of the surface to be painted isbelow 40 degrees F . Paint shall not be applied to wet or damp surfaces, and shall not beapplied in rain, snow, fog or mist, or when the relative humidity exceeds 85% . Paint shall nnt beapplied when the substrate temperature is within 5 degrees of the dewpoint . Paintmanufacturer's temperature guidelines must be followed .

B . Maintain proper ventilation in area of work to alleviate volatile solvents evaporating from coatingmaterials .

C . All ingredients in any container of the coating materials shall be thoroughly mixed and shall beagitated often enough during application to keep the pigment suspended .

D. Should thinning be required use only the amounts specified by the coating manufacturer .

E . The first coat over concrete and masonry surfaces shall be backrolled to force material into thepores of the substrate .

F . Application of coating shall be by brush, roller, mitt, or spray and in accordance withmanufacturer's recommendations . Ali material shall be evenly applied to form a smooth,continuous, unbroken coating . Drips, runs, sags, or pinholes shall not be acceptable . Brush androller application may require additional coats to achieve specifies film thickness .

G . Provide proper application equipment, including ladders, scaffolding, masking materials, andtools to perform work . Ladders and scaffolding shall meet or exceed UL requirements and MetalLadder Manufacturer's Association .

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H . Meet all requirements set forth by Occupational Safety and Health Act, OSHA, for confinedspace .

3.06 SYSTEM INSPECTION AND TESTIN G

A. Af#er application of each coating in the specified system and its surFace has cured, measure itsthickness with a properly calibrated Nordson Microtest Dry Film Thickness Gauge, orequivalent . Follow standard method for measurement of dry paint thickness with magneticgauges as outlined in Steel Structures Painting Council's SSPC-PA2-

B. Make as many determinations as needed to ensure the specified thickness vaiues in eachtypical area . To all surfaces having fess dry film thickness than specified, appiy additionalcoat(s) at no extra cost to Owner to bring thickness up to specifications .

C . Substrates in immersion service that receive a protective coating system shall be checked witha non-destructive holiday detector that shall noi exceed 67 1/2 volts . AII pinholes or defects shallbe repaired in accordance with manufacturer's printed recommendations and then retested .

D. Masonry, drywall, or other non-metallic surfaces sha11 be continuously checked with wet-filmthickness gauges during application to ensure proper dry film thickness will be attained . Alsn,square feet coverage needs to be monitored to verify proper coverage rates .

E . Painting contractor shall permit Owner's Representative and/or paint & coating manufacturer(as requested by owner) to inspect his work for conformance to this specification . Ownerreserves the right to reject all work that does not comply with this specification .

3.07 CLEAN-UP

A. Upon completion, painting contractor shall ciean up and remove from site all surplus materials,tools, appliances, empty cans, cartons, and rubbish resulting from painting work . Site shall beleft in neat, orderly condition .

B . Remove all protective drop cloths and masking from surfaces not being painted . Providetouch-up around same areas as directed by Owner's Representative .

C. Remove all misplaced paint splatters or drippings resulting from this work .

PART 4 COATING SYSTEM SCHE©ULE

4.01 STEEL - STRUCTURAL, TANKS, PIPES AND EQUIPMENT

A. Exteriorllnterior Exposure (Non-immersion )

Surface Preparation: SSPC-SP6 Commercial Blast Cleanin goat nemec Sherwin-Williams Drv Film-Mils

1 . 1 st: Series N69 Hi-Build Epoxoline Macropoxy 646 3 .0 - 5 . 02. 2nd: Series N69 Hi-Build Epoxoline Macropoxy 646 2.0 - 3 .03. 3rd: Series 1075 Endura-Shield Acrolon 218 HS 2.0 - 3 .0

Total Dry Film-Mils: 7.0- 1 1 . 06. Exteriorllnterior Exposure (Non-immersion) ( Pre-engineered Metal Buildings, Equipment

that only comes with a Manufacturers Standard Paint )Surface Preparation : SSPC-SP6 Commercial Blast Cleaning or SSPC-SP3 Power ToolCleaning

Coat Tnemec Sherwin-Willia_ms Drv Film-Mils1 . 1 st: Standard Primer Standard Primer 1 .5 - 2 . 02 . 2nd : Series 27 Typoxy Steel Seam FT910 2 .0 - 3 .03 . 3rd : Series 1075 Endura-Shield Acrolon 218 HS 2.0 - 3 .0

Total D ry Film-Mils : 5.5 - 8 .0

C. Immersion - Potable Wate r

Surface Preparation :Coat Tnemec

SSPC-SP10 Near White Blast Cleanin gSherwin-WilliamsDry FiIm - ,MilsMacropoxy 646 PW 3.0 - 5 .0Macropoxy 646 PW 4.0 - 6 . 0

1 . 1st: Series N140 Pota-Pox2. 2nd: Series N140 Pota Pox

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09 9000 - 5 PAINTING AND COATING

3. 3rd : Series N140 Poia-Pox Macropoxy 646 PW 4 .0 - 6 .0Total Dry Fllm-Mils: 11 .0 - 17 . 0

4.02 CONCRETE

A. Interior Exposure (Non-immersion)

Surface Preparation : Surfaces must 6e clean and dry per SSPC-SP13, ICRI CSP1-3 .Coat Tnemec Sherwin-Williams D Film-Mi[s

1 . 1 st Coat: Series N69 Hi-Buiid Epoxoline Macropoxy 646 4.0 - 6 . 02 . 2nd Coat : Series N69 Hi-Build Epoxoline Macropoxy 646 4.0 - 6 . 0

Total Dry Film-Mils : 8.0 -12.0

B . Immersion - Potable Wate r

Surface Preparation : Abrasive blast in accordance with SSPC-SP13, ICRI CSP3 .Coat Tnemec Sherwin-Williams D ry Film-Mil s

1 . 1 st: Series N 140 Pota-Pox Macropoxy 646 PW 4.0 - 6 . 02. 2nd : Series N 140 Pota-Pox Macropoxy 646 PW 4.0 - 6 . 0

Total D ry Film-Mils : 8.0 -12.0

4.03 PVC

A. Interior Exposur e

Surface Preparation : Lightiy sand .Coat Tnemec Sherwin-Williams Dry Film-Mils

1 . 1 st: Series N69 H i-Build Epoxoliine Macropoxy 646 _ 2 0- 3 02. 2n d: Seri es N69 Hi-Build Ep ox oli n e M a cropoxy 646 2.0 - 3 . 0

Total Dry Film-Mils : 4.0 - 6 . 0

4.04 POROUS MASONRY

A . Interior Exposur e

Surface Preparation : Surface must be clean and dry .Coat Tnemec Sherwin-Williams Drv Film-Mils

1 . 1st: Series 130 Envirofill Cement Plex 875 60-115 SFIGaI .2. 2nd: Series 113 H .B. Tneme-Tufcoat Prolndustrial WB Epoxy 3.0 - 5 . 03. 3rd: Series 113 H .B. Tneme-Tufcoat Prolndustrial WB Epoxy 3.0 - 5 . 0

Total Dry Film-Mils : 6.0 -10 .0

4.05 COLOR SYSTEM MATERIAL INDENTIFICATIO N

Water Generic Color Tnemec Sherwin-WilliamsRaw olive green 110GN Clover 14070 Generato r

GreenSettledlClarified aqua 10GN Aqua Sky 4068 Alloy Aqu aFinished/Potable dark blue 11 SF Safety Blue 4086 Saftey Blu e

Water Generic Color Tnemec Sherwin-William sSewage Effluent clay 07RD Terra Cotta 4048 Mason BrickBackwash Waste light brown 68BR Twine 4003 Pallet TanReclaimed Water light purple R0715 Light Purpl eSludge dark brown 84BR Weathered 4009 Walnut Brow n

BarkSewer (sanitary) dark gray GR28 Fossil 4025 Anchor Gra y

Chemical Generic Color Tnemec Sherwin-Wifliam sAlum. Or Primary orange 04SF Safery Orange 4083 Safety OrangeCoagulan t

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AmmoniaCarbon SlurryCaustic

Chlorine(Gas andSolution)Fiuoride

Lime SlurryOzone

PhosphateCompoundsPolymers orCoagulant AidsPotassiumPermanganateSoda As h

Sulfuric Aci d

Sulfur Dioxid e

WaterCompressed AirGasOther LinesHoists/TrolleysFire Protection

whiteblackyellow with gree nbandyellow

light blue with redbandiight greenyellow with orangebandlight green with redbandorange with greenbandviole t

light green withorange ban dyellow with red ban d

light green with yellowband

Generic Colordark greenredlight grayyellowred

11 WH WhiteR0715 Light Purple02SF Safery Yellow/02SF Safery Green02SF Safety Yellow

25BL Fountainbleul06SF Safety RedPA30 Daiquiri Ice02SF Safery Yellowl04SF Safety OrangePA30 Daiquiri Icel06SF Safety Red04SF Safery Orange/14SF Safety Purple14SF Safety Purple

PA30 Daiquiri Ice/04SF Safety Orange02SF Safety Yellowl06SF Safety RedPA30 Daiquiri Ice/02SF Safety Yellow

Tnemec91GN Balsa m28R0 Monterrey Tile32GR Light Gray02SF Safery Yellow06SF Safery Re d

END OF SECTION

WhiteBlack4084 Safety Yellowl4085 Safety Green4084 Safety Yellow

Hydro BIue/4081Safety Re d4069 Emerald IceSafety Yellow14083Safety Orange4069 Emerald Ice/4081 Safery Red4083 Safery Orangel4085 Safery Green4080 Plumb

4069 Emerald Icel4083 Safety Orange4084 Safety Yellow!4081 Safety Red4069 Emerald Icel4084 Safety Yellow

Sherwin-Williams4071 Rain Forest4040 Deck Red4019 Flini Gray4084 Safety Yellow4081 Safety Red

0355A0020 .000 / Kensington 09 9000 - 7 PAINTING AND COATINGWater Treatment Plant Addition

SECTION 10 440 0

FIRE PROTECTION SPECIALTIESPART 1 GENERAL

1 .01 SECTION INCLUDES

A. Fire extinguishers .

B . Accessories .

1 .02 REFERENCE STANDAR©S

A. NFPA 10 - Standard for Portable Fire Extinguishers ; 2010 .1 .03 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures .B. Shop Drawings : lndicate cabinet physical dimensions .

C . Product Data : Provide extinguisher operational features .D. Manufacturer's Installation Instructions: Indicate special criteria and wall opening coordination

requirements .

1 .04 FIELD CONDITION S

A. Do not install extinguishers when ambient temperature may cause freezing of extinguisheringredients .

PART2 PRODUCTS

2.01 MANUFACTURERS

A. Fire Extinguisher Cabinets and Accessories :1 . JL Industries, Inc : www.jlindustries .com .2. Larsen's Manufacturing Co: www.larsensmfg .com .3. Potter-Roemer: www.potterroemer.com.4. Or Approved Equal .5 . Substitutions: See Section 01 6000 - Product Requirements .

2.02 FIRE EXTINGUISHERS

A. Fire Extinguishers - General : Comply with product requirements of NFPA 10 and applicablecodes, whichever is more stringent.

B. Dry Chemical Type Fire Extinguishers : Stainless steel tank, with pressure gage .1 . Class B:C .2. Size 10 .3. Size and classification as scheduled .4. Finish: Baked enamel, color as selected .

2.03 ACCESSORIE S

A. Extinguisher Brackets : Formed steel, galvanized and enamel finished .

PART 3 EXECUTIO N

3.01 EXAMINATIO N

A. Verify existing conditions before starting work .

B. Verify rough openings for cabinet are correctly sized and locaied .

3.02 INSTALLATION

A. Install in accordance with manufacturer's instructions .B. Install cabinets plumb and level , 48 inches maximum from finished floor to top of cabinet (See

drawings for mounting heights) .

C. Secure rigidly in place .

0355A0020 .0001 Kensington 10 4400 - 1 FIRE PROTECTIO NWater Treatment Plant Addition SPECIALTIES

D. Place extinguishers and accessories on wall brackets .

END OF SECTIO N

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SECTION 22 0719

PLUMBING PIPING INSULATlO N

PART 1 GENERA L


A. Piping insulation .

B. Jackefs and accessories .

1 .02 RELATED REQUIREMENT S

A. Section 22 1005 - Piumbing Piping : Placement of hangers and hanger inserts .

1 .03 REFERENCE STANDARDS

A. ASTM C795 - Standard Specification for Thermal Insulation for Use in Contact with AusteniticSiainless Steel ; 2008 .

B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials ;2013a .

C . ASTM E961E96M - Standard Test Meihods for Water Vapor Transmission of Materials ; 2012 .

D . NFPA 255 - Standard Method of Test of Surface Burning Characteristics of Building Materials ;National Fire Protection Association; 2006 .

E. UL 723 - Standard for Test for Surface Burning Characteristics of Building Materials ;Underwriters Laboratories Inc . ; Current Edition, Including AII Revisions .

1 .04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures .

B. Product Data : Provide product description, thermal characteristics, list of materials andthickness for each service, and focations .

C . Manufacturer's Instructions : Indicate installation procedures that ensure acceptableworkmanship and instaliation standards will be achieved .

1 .05 QUALITY ASSURANC E

A. Manufacturer Qualifications: Company specializing in manufacturing ihe Products specified inthis section with not less than three years of experience .

6. Applicator Qualifications : Company specializing in pertorming the type of work specified in thissection with minimum three years of experience .

1 .06 DELIVERY, STORAGE, AND HANDLIN G

A. Accept materials on site, labeled with manufacturer's identification, product density, andthickness .


A. Maintain ambient conditions required by manufacturers of each product .

B. Maintain temperature before, during, and after instaifation for minimum of 24 hours .

PART 2 PRODUCTS

2.01 REQUIREMENTS FOR ALL PRODUCTS OF THIS SECTION

A. Surface Burning Characteristics : Flame spreadlSmoke developed index of 25150, maximum,when tested in accordance with ASTM E 84, NFPA 255, or UL 723 .

2.02 GLASS FIBER

A. Manufacturers :1 . Knauf Insulation2. Johns Manville Corporation3. Owens Corning Corp4. CertainTeed Corporatio n

0355A0020 .0001 Kensington 22 0719 - 1 PLUMBING PIPING INSULATIONWater Treatment Pfant Addition

5 . Or Equal : See Section 01 6000 - Product Requirements .

B. Insulation : ASTM C547 and ASTM C 795 ; semi-rigid, noncombustible, end grain adhered tojacket.1 . 'K' value : ASTM C177, 0 .23 at 75 degrees F .2 . Maximum service temperature : 650 degrees F .3 . Maximum moisture absorption : 0.2 percent by volume .

C. Vapor Barrier Jacket: White Kraft paper with glass fiber yarn, bonded to aluminized film ;moisture vapor transmission when tested in accordance with ASTM E96/E96M of 0 .02perm-inches .1 . Adhere factory supplied jacket flap smooth and secure at longitudinal laps with a white

vapor barrier adhesive . Use 3 inch self sealing tape over butt joints .

2.03 JACKET S

A. PVC Plastic .1 . Manufacturers :

a. Johns Manville Corporatio nb. Or Equal: See Section 01 6000 - Prvduct Requirements .

2 . Jacket: One piece mofded rype fitting covers and sheet material, off-white color .a . Minimum Service Temperature : 0 degrees F .b. Maximum Service Temperature : 150 degrees F .c . Moisture Vapor Permeabiliry : 0.002 perm inch, maximum, when tested in accordance

with ASTM E961E96M .d . Thickness: 30 mil .e. Connections : Brush on wefding adhesive .

PART 3 EXECUTIO N

3.01 EXAMINATlO N

A. Verify ihat piping has been tested before applying insulation materials .

B. Verify that surfaces are clean and dry, with foreign material removed .

3.02 1NSTALLATIO N

A. Install in accordance with manufacturer's instructions .

B. Install in accordance with NAIMA National Insulation Standards .

C. Exposed Piping: Locate insulation and cover seams in least visible locations .

D. Insulated pipes conveying fluids below ambient temperature : Insuiate entire system includingfittings, valves, unions, flanges, strainers, flexible connections, and expansion joints .

E. Glass fiber insulated pipes :1 . Provide vapor barrier jackets, factory-applied or field-applied . Secure with self-sealing

longitudinal laps and butt strips with pressure sensitive adhesive . Secure with outwardclinch expanding staples and vapor barrier mastic .

2 . Insulate fittings and joints with molded insulation of like material and thickness as adjacentpipe. Finish with PVC fitting covers .

F . Glass fiber insuiated pipes conveying fluids above ambient temperature :1 . Provide standard jackets, with or without vapor barrier, factory-applied or field-applied .

Secure with self-seaiing longitudinal iaps and butt strips with pressure sensitive adhesive .Secure with outward clinch expanding staples .

2 . Insulate fittings and joints with insulation of like material and thickness as adjoining pipe .Finish with giass cloth and adhesive or PVC fitting covers .

G. inserts and Shields :1 . Application: Piping 112 inches diameter or larger.2 . Shields: Galvanized steel between pipe hangers or pipe hanger rolls and inserts .3. Insert location : Between support shield and piping and under the finish jacket .

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4. ]nsert configuration: Minimum 6 inches long, of same thickness and contour as adjoininginsulation ; may be factory fabricated .

5. Insert material : Hydrous calcium silicate insulation or other heavy density insulatingmaterial suitable for the planned temperature range .

H. Continue insulation through walls, sieeves, pipe hangers, and other pipe penetrations .Insulating pipes around hangers is not acceptable . Finish at supports, protrusions, andinterruptions .

3.03 SCHEDULE S

A. Plumbing Systems :1 . Tempered Domestic Water Supply :

a. Glass Fiber Insulation :1) Pipe Size Range: AII pipe sizes .2) Thickness : 1 inch .

2. Domestic Cold Water :a. Glass Fiber Insulation :

1) Pipe Size Range: AII pipe sizes .2} Thickness : 1 inch.

END OF SECTION

0355A0020 .000/ Kensington 22 0719 - 3 PLUMBlNG PIPING INSULATlONWater Treatment Plant Addition

SECTION 22 1005

PLUMBING PIPIIN G

PART 1 GENERAL

1 .01 SECTIION INCLUDES

A. Pipe, pipe fittings, vaives, and connections for piping sys#ems .1 . Sanitary sewer.2. Domestic water .

1 .02 RELATED REQUIIREMENTSA. Section 22 0553 - Identification for Plumbing Piping and Equipment.

B . Section 22 0719 - Plumbing Piping Insulation .

1 .03 REFERENCE STANDAR© S

A. ASME B16.18 - Cast Copper Alloy Solder Joint Pressure Fittings; The American Society ofMechanical Engineers ; 2012 (ANSI 816 .18) .

B . ASME B16.22 - Wrought Copper and Copper Alloy Solder Joint Pressure Fittings ; TheAmerican Society of Mechanical Engineers ; 2013 .

C . ASME B31 .9 - Building Services Piping ; The American Society of Mechanical Engineers ; 2011(ANSIIASME B31 .9) .

D . ASME (BPV IX) - Boiler and Pressure Vessel Code, Section IX - Welding and BrazingQualifications; The American Sociery of Mechanical Engineers ; 2013 .

E. ASTM A123/A123M - Standard Specification for Zinc (Hot-Qip Gafvanized) Coatings on Iron andSteel Products ; 2012 .

F. ASTM B32 - Standard Specification for Solder Metal ; 2008 .

G. ASTM B88M - Standard Specification for Seamless Copper Water Tube (Metric) ; 2005(Reapproved 2011) .

H. ASTM D2564 - Standard Specification for Sofveni Cements for Poly(Vinyl Chloride) (PVC)Plastic Piping Systems ; 2012 .

I . ASTM D2665 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, andVent Pipe and Fittings ; 2012 .

J . ASTM ©2855 - Standard Practice for Making Solvent-Cemented Joints with Poly(Vinyl Chloride)(PVC) Pipe and Fitiings ; 1996 (Reapproved 2010) .

K. ASTM D2996 - Standard Specification for Filament-Wound "Fiberglass"(Glass-Fiber-Reinforced Thermosetting-Resin) Pipe ; 2001 (Reapproved 2007) .

L . ASTM D2997 - Standard Specification for Centrifugally Cast "Fiberglass "(Glass-Fiber-Reinforced Thermosetting-Resin) Pipe ; 2001 (Reapproved 2007) .

M . ASTM D3517 - Standard Specification for "Fiberglass" (Glass-Fiber-ReinforcedThermosetting-Resin) Pressure Pipe ; 2011 .

N. ASTM D3754 - Standard Specification for "Fiberglass" (Glass-Fiber-ReinforcedThermosetting-Resin) Sewer and Industriai Pressure Pipe; 2011 .

0. CISPI 301 - Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary andStorm Drain, Waste and Vent Piping Applications ; Cast Iron Soil Pipe Institute ; 2009 .

P. CISPI 310 - Specification for Coupling for Use in Connection with Hubless Cast Iron Soil Pipeand Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applicaiions ; Cast iron SoilPipe Institute ; 201 1

Q . MSS SP-58 - Pipe Hangers and Supports - Materials, Design, Manufacture, Selection,Application, and Installation ; Manufacturers Standardization Society of the Valve and Fittingsfndustry, Inc . ; 2009 .

0355A0020.000 / Kensington 22 1005 - 1 PLUMBING PIPINGWater Treatment Plant Addition

R. MSS SP-110 - Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends ;Manufacturers Standardization Sociery of the Valve and Fittings Industry, Inc . ; 2010 .

1 .04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures .

B. Praduct Data : Provide data on pipe materiais, pipe fiitings, valves, and accessories . Providemanufacturers catalog information. Indicate valve data and ratings .

C. Project Record Documents : Record actual focations of valves .

1 .05 QUALITY ASSURANC E

A. Perform Work in accordance with State of Minnesota, standards .

B . Valves: Manufacturer's name and pressure rating marked on valve body .

C. Welding Materials and Procedures : Conform to ASME (BPV !X) and applicable state laborregulations .

D. ldentify pipe with marking including size, ASTM material classification, ASTM specification,water pressure rating .

1 .06 REGULATORY REQUIREMENTS

A. Perform Work in accordance with State of Minnesota plumbing code .

B . Conform to applicable code for installation of backflow prevention devices .C. Provide certificate of compliance from authoriry having jurisdiction indicating approval of

insiallation of backflow prevention devices .


A. Accept valves on site in shipping containers with labeling in place . Inspect for damage .

B . Provide temporary end caps and closures on piping and fittings . Maintain in place untilinstallation .

C . Protect piping systems from entry of foreign materials by temporary covers, completing sectionsof the work, and isolating parts of completed system .


A. Do not instalf undergrvund piping when bedding is wet or frozen .

PART 2 PRODUCT S

2 .01 SANITARY SEWER PiP1NG, BELOW GRADE, WITHIN 25'-0" OF THE UNDERGROUND BASINA. Double-Walled Fiberglass Pipe: ASTM D3754, ASTM D3517, ASTM D2996, or ASTM 02997 .

1 . Fittings: Custom laminated Fiberglass .2. Joints: Epoxy.

2.02 SANITARY SEWER PIPING, BELOW GRADE, OVER 25'-0" FROM UNDERGROUND BASINA. Cast Iron Pipe : CISPI 301, hubless, service weight .

1 . Fitt ings: Cast iron.2 . Joints: CISPI 310, neoprene gaskets and stainless steel clamp-and-shield assemblies .

B . PVC Pipe : ASTM D2665.1 . Fittings: PVC .2 . Joints: Solvent welded, with ASTM D2564 solvent cement .

2.03 SANITARY SEWER PIPING, ABOVE GRAD E

A . Cast Iron Pipe : CISPI 301, hubless, service weight .1 . Fittings : Cast iron .2 . Joints : CISPI 310, neoprene gaskets and stainless steef clamp-and-shiefd assembiies .

B . PVC Pipe : ASTM D2665 .1 . Fittings: PVC .

0355A0020.0001 Kensington 22 1005 - 2 PLUMBING PIPINGWater Treatment Plant Addition

2. Joints: Solvent welded, with ASTM D2564 solvent cement .

2 .04 WATER PIPING, ABOVE GRAD E

A. Copper Tube (2-112" and smaller) : ASTM B 88 (ASTM B 88M), Type L(B), Drawn (H) .1 . Fittings: ASME B16 .18, cast copper alloy or ASME B16 .22, wrought copper and bronze .2. Joints: ASTM 832, alloy Sn95 solder .

2 .05 FLANGES, UNIONS, AND COUPLiNG S

A. Unions for Pipe Sizes 3 Inches and Under:1 . Ferrous pipe : Class 150 malleable iron threaded unions with ground faces .2. Copper tube and pipe : Class 150 bronze unions with soldered joints .

B. Dielectric Connections : Union with gaivanized or pfated steel threaded end, copper solder end,water impervious isolation barrier .

2 .06 PIPE HANGERS AND SUPPORT S

A. Provide hangers and supports that comply with MSS SP-58 .1 . If type of hanger or support for a particular situation is not indicated, select appropriate

type using MSS SP-58 recommendations .2. Overhead Supports : Individual steel rod hangers attached to structure or to trapeze

hangers .3 . Trapeze Hangers : Welded steel channel frames attached to structure .4. Vertical Pipe Support: Steel riser clamp .5. Floor Supports : Concrete pier or steel pedestal with floor flange; fixture aitachment.6. Rooftop Supports for Low-Slope Roofs : Steel pedestals with bases that rest on top of

roofing membrane, not requiring any attachment to the roof structure and not penetratingthe roofing assembly, with support fixtures as specified ; and as follows :a. Bases: High density polypropylene .b. Base Sizes: As required to distribute load sufficiently to prevent indentation of roofing

assembly .c. Steel Components : StainEess steel, or carbon steel hot-dip galvanized after

fabrication in accordance with ASTM A1231A123M.d. AttachmenUSupport Fixtures: As recommended by manufacturer, same type as

indicated for equivalent indoor hangers and supports ; corrosion resistant material .e. Height: Provide minimum clearance of 6 inches under pipe to top of roofing .

B. Plumbing Piping - Drain, Waste, and Vent :1 . Conform to ASME B31 .9 .2 . Hangers for Pipe Sizes 112 Inch to 1-112 Inches : Carbon steel, adjustable swivel, splii ring .3 . Hangers for Pipe Sizes 2 Inches and Over: Carbon steel, adjustable, clevis .4 . Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods .5 . Wall Support for Pipe Sizes to 3 Inches : Cast iron hook .6 . Wall Support for Pipe Sizes 4 Inches and Over: Welded steel bracket and wrought steel

clamp .7 . Vertical Support : Steel riser clamp.8 . Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete

pier or steel support.9 . Copper Pipe Support : Carbon steeE ring, adjustable, copper plated .

C. Plumbing Piping - Water :1 . Conform #o ASME B31 .9 .2. Hangers for Pipe Sizes 1/2 Inch to 1-1/2 Inches : Carbon steel, adjustable swivei, split ring .3. Hangers for Cofd Pipe Sizes 2 Inches and Over: Carbon steel, adjustable, clevis .4. Hangers for Hot Pipe Sizes 2 Inches to 4 Inches : Carbon steel, adjustable, clevis .5. Multiple or Trapeze Hangers: Steel channels with welded supports or spacers and hanger

rods .6. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook .

0355A0020 .000 / Kensington 22 1005 - 3 PLUMBING PIPINGWater Treatment Plant Addition

7. Wall Support for Pipe Sizes 4 Inches and Over: Welded steel bracket and wrought steelclamp .

8. Vertical Support : Steel riser clamp .9. Floor Support for Cold Pipe : Cast iron adjustable pipe saddle, lock nut, nipple, floor flange,

and concrete pier or steel support .10. Floor Support for Hot Pipe Sizes to 4 Inches : Cast iron adjustable pipe saddle, locknut,

nipple, floor flange, and concrete pier or steel support.11 . Copper Pipe Support : Carbon steel ring, adjustable, copper plated .

2.07 BALL VALVES

A. Manufacturers :1 . Apolfo2 . Nibco, Inc3. Miiwaukee Valve Company4. Jomar5 . Or Equal : See Section 01 6000 - Product Requirements .

B. Construction, 2-112 Inches and Smaller: MSS SP-110, Class 150, 400 psi CWP, bronze, twopiece body, chrome plated brass ball, regular port, teflon seats and stuffing box ring, blow-outproof stem, lever handle, solder ends .

PART 3 EXECUTION

3.01 EXAMINAT[ON

A. Verify that excavations are to required grade, dry, and not over-excavated .

3.02 PREPARATION

A. Ream pipe and tube ends . Remove burrs . Bevel plain end ferrous pipe .

B . Remove scale and dirt, on inside and outside, before assembly .

C . Prepare piping connections to equipment with flanges or unions .

3 .03 INSTALLATIO N

A. Install in accordance with manufacturer's instructivns .

B. The plumbing system shall be tested in accordance with Minnesota Rufes, part 4715 .2820 .

C . Before buried piping is covered, conduct tests in presence of local building code official .Correct feaks and/or defective work .

D . Provide non-conducting dielectric connections wherever jointing dissimilar metals .

E. Route piping in orderly manner and maintain gradient . Route parallel and perpendicular towalls .

F. Install piping to maintain headroom, conserve space, and not interfere with use of space .

G. Group piping whenever practical at common elevations .H. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected

equipmeni .

I . Provide clearance in hangers and from structure and other equipment for installation ofinsulation and access to valves and fittings . Refer to Section 22 0719 .

J. Provide access where valves and fittings are not exposed .

K. Install vent piping penetrating roofed areas to maintain integrity of roof assembly .

L. Vent entire waste system to atmosphere . Discharge 18-inches above roof . Join lines togetherin fewest practicable number before projecting above roof . Set back vent lines so they will notpierce roof near an edge or valley, or within 10-feet of a fresh air intake .

M. Provide support for utility meters in accordance with reGuirements of utiliry companies .N. Excavate in accordance with Section 31 2316 .

0. Backfill in accordance with Section 31 2323 .

0355A0020.000 / Kensington 22 1005 - 4 PLUMBING PlPENGWater Treatment Plant Addition

P. lnstall bell and spigot pipe with 6ell end upstream .

Q. lnstall valves with stems upright or horizontal, not inverted .

R . Pipe vents from gas pressure reducing valves to outdoors and terminate in weather proof hood .

S. Install water piping to ASME B31 .9 .

T. PVC Pipe: Make solvent-welded joints in accordance with ASTM D 2855 . Solvent weld joints inPVC pipe shall use a primer which is of contrasting color to the pipe and cement .

U . No horizontal PVC pipe shall exceed 35-feet in total length . No PVC waste or vent stack shallexceed 35-feet in total height .

V. Sleeve pipes passing through partitions, walls and floors .

W. Buried sani#ary sewer piping under footing shall be cast iron and extend a minimum of 5-feet inboth directions .

X. Inserts :1 . Provide inserts for placement in concrete formwork .2. Provide inserts for suspending hangers from reinforced concrete slabs and sides of

reinforced concrete beams .3. Provide hooked rod to concrete reinforcement section for inserts carrying pipe over 4

inches .4. Where concrete slabs form finished ceiling, locate inserts flush with slab surface .5. Where inserts are omitted, dri11 through concrete slab from below and provide through-bolt

with recessed square steel plate and nut recessed into and grouted flush with slab .

Y. Pipe Hangers and Supports :1 . Install in accordance with ASME B31 .9 .2. Support horizontal piping as schedu[ed .3. Install hangers to provide minimum 1/2 inch space between finished covering and adjacent

work .4. Place hangers within 12 inches of each horizontal elbow.5. Use hangers with 1-1/2 inch minimum vertical adjustment. Design hangers for pipe

movement without disengagement of supported pipe .6. Support vertical piping at every floor. Support riser piping independently of connected

horizontal piping .7. Where several pipes can be installed in parallel and at same elevation, provide multiple or

trapeze hangers .8. Provide copper pfated hangers and supports for copper piping .9. Prime coat exposed steel hangers and supports . Refer to Section 09 9000 . Nangers and

supports located in crawl spaces, pipe shafts, and suspended ceiling spaces are notconsidered exposed .

10. Provide hangers adjacent to motor driven equipment with vibration isoiation .11 . Support cast iron drainage piping at every joint .

3.04 APPLICATIO N

A. Install unions downstream of valves and at equipment or apparatus connections .B. Install brass male adapters each side of valves in copper piped system . Solder adapters to

pipe .

C . Install bali valves for shut-off and to isoiate equipment, part of systems, or vertical risers .

3.05 TOLERANCES

A. ©rainage Piping: Establish invert elevations within 112 inch vertically of location indicated andslope to drain at minimum of 118 inch per foot sfope .

B. Water Piping : S1ope at minimum of 1132 inch per foot and arrange to drain ai low points .


3.06 SERVICE CONNECTION S

A. Provide new sanitary sewer services. Before commencing work check invert elevationsrequired for sewer connections, confirm inverts and ensure that these can be properlyconnected with slope for drainage and cover to avoid freezing .

3.07 SCHEDULES

A. Pipe Hanger Spacing :1 . Metal Piping :

a . Pipe size : 1/2 inches to 1-114 inches :1) Maximum hanger spacing : 6 ft.2) Hanger rod diameter : 3/8 inches .

2. Plastic Piping :a. AII Sizes :

1) Maximum hanger spacing : 32 inches .2) Hanger rod diameter : 3/8 inch .

END OF SECTION


SECTION 22 1006

PLUMBING PIPING SPECIALTIE S

PART 1 GENERAL


A. Floor drains

B . Cleanouts .

C. Hose bibbs .

1 .02 RELATED REQUIREMENTS

A.

B .

C.

Section 22 1005 - Plumbing Piping .

Section 22 4000 - Plumbing Fixtures .

Section 22 3000 - Plumbing Equipment .

1 .03 REFERENCE STANDARD S

A. ASME A112 .6.3 - Floor and Trench Drains ; The American Society of Mechanical Engineers ;zool (R2007) .

B . ASSE 1011 - Hose Connection Vacuum Breakers ; American Society of Sanitary Engineering ;2004 (ANSIIASSE 1011) .

1 .04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submi#tal procedures .

B . P r o d uct D at a : Provi de component si zes, ro ugh-in re quirement s, se r v ice si zes, and fi ni s h es .

C . Shvp Drawings: Indicate dimensions, weights, and placement of openings and holes .

D . Manufacturer's Instructions :and support requiremenis .

Indicate Manufacturer's Installation Instructions : Indicate assembl y

E . Project Record Documents : Record actual iocations of equipment, cleanouts, backflowpreventers, water hammer arrestors .

F . Maintenance Data: Include installation instructions, spare parts lists, expioded assembly views .

1 .05 QUALlTY ASSURANC E

A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified inthis section with not iess than three years experience .


A. Accept specialties on site in original factory packaging . Inspect for damage .

PART 2 PRODUCTS

2.01 FLOOR DRAIN (FD-1)

A. Manufacturers :1 . Josam Company2. Jay R. Smith Manufacturing Company3. Zurn lndustries, In c4. Wade5. Watts Drainage6. Mifab7. Or Equal: See Section 01 6000 - Praduct Requirements .

B . Floor Drain :1 . ASME A112 .6 .3; lacquered cast iron two piece body with double drainage flange, weep

hofes, adjustable 6" diameter stainless steel strainer, and no hub connection .

2.02 CLEANOUTS

A. Manufacturers :

0355A0020 .000 / Kensington 22 1006 - 1 PLUMBING PIPIN GWater Treatment Plant Addition SPECIALTIES

1 . Jay R. Smith Manufacturing Company2. Josam Company3. Zurn Industries, Inc4. Watts Drainage5. Or Equal: See Section 01 6000 - Product Requirements .

B. Cleanouts at Exterior Surtaced Areas (CO) :1 . Round cast nickel bronze access frame and non-skid cover .

C . Cleanouts at Interior Finished Floor Areas (FCO) :1 . Lacquered cast iron body with anchor ffange, heavy duty adjustable threaded top

assembiy, and round gasketed heavy duty scored cover in senrice areas and roundgasketed heavy duty depressed cover to accept floor finish in finished floor areas .

2.03 HOSE BIBBS (HB-1 )

A. Manufacturers:1 . Chicago Faucet; Model #952-CP.2. Jay R. Smith Manufacturing Company3. Watts Regulator Compan y4. Zurn Industries, Inc5. Or Equal : See Section 01 6000 - Product Requirements .

B . Interior Hose Bibbs :1 . Bronze or brass with wall flange, hose thread spout, chrome plated where exposed with

removable tee handwheel, integral vacuum breaker in conformance with ASSE 1011 .

PART 3 EXECUTIO N

3.01 INSTALLATIO N

A. Install in accordance with manufacturer's instructions .

B. Extend cleanouts to finished floor or wall surtace . Lubricate threaded cleanout plugs withmixture of graphite and linseed oil . Ensure cfearance at cleanout for rodding of drainagesystem.

C. Encase exterior cleanouts in concrete flush with grade .D. Install floor cleanouts at elevation to accommodate finished floor .

E. Install approved portable water protection devices on plumbing lihes where contamination ofdomestic water may occur ; on boiler feed water lines, janitor rooms, fire sprinkier systems,premise isolation, irrigation systems, flush valves, interior and exterior hose bibbs .

F. Pipe relief from backflow preventer to nearest drain .

G. There shall be a cleanout at every 90 degree change of direction for horizontal lines . Thereshall be a cleanoui every 100 feet of horizontal run for 4-inch and over line size . There shall bea cleanout every 50 feet of horizontal run for 3-inch or less line size .

H. Place cleanouts near bottom vf each stack and riser, one near the connection between thebuilding drain and the building sewer and where shown on the plans .

I . Cleanouts shall be extended to accessibie surface . ©o not place cleanouts in carpeted floors, ifpossible . In such locations, use carpet markers to identify cleanout locations.

END OF SECTION

0355A0020 .000 / Kensington 22 1006 - 2 PLUMBING PIPIN GWater Treatment Plant Addition SPECIALTIES