Bid Notice-Cheney Pump Station Recycle Line Reroute.pdf

PROJECT MANUAL

SUPPLEMENTAL PROVISIONS to the

Standard Specifications for City of Wichita

City of Wichita

Cheney Pump Station

Recycle Line Reroute

PROJECT NO. 247043-009

PREPARED BY

PROFESSIONAL ENGINEERING CONSULTANTS, PA

303 South Topeka, Wichita, Kansas 67202

316-262-2691 | www.pec1.com

JUNE 2026

06/15/2026

Cheney Pump Station Recycle Line Reroute City of Wichita

247043-009 Engineer’s Statement of Responsibility

00 01 07 - 1

SECTION 00 01 07

ENGINEER’S STATEMENT OF RESPONSIBILITY

The following plans and documents were prepared under my direct supervision and are authenticated by my seal:

DRAWINGS:

G-001

G-002

C-101

C-102

C-103

SPECIFICATIONS:

Div 00

Div 01

Div 02

Div 33

By:

Lansten Yew, PE

END OF SECTION

06/15/2026

247043-009 Table of Contents

00 01 10 - 1

SECTION 00 01 10

TABLE OF CONTENTS

Section Title Page

00 01 01 Project Title Page 00 01 01 - 1

PROCUREMENT REQUIREMENTS

00 01 07 Engineer’s Statement of Responsibility 00 01 07 - 1

00 01 10 Table of Contents 00 01 10 - 1

EXISTING CONDITIONS

02 41 19 Selective Demolition 02 41 19 - 1 – 4

FINISHES

09 96 00 Water and Wastewater Processing Facilities Coatings

Systems

09 96 00 1 – 10

UTILITIES

33 11 16 Recycle Flow Piping 33 11 16 - 1 – 9

247043-009 Selective Demolition

02 41 19 - 1

SECTION 02 41 19

SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections per the City of Wichita Standard Specifications apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Demolition and removal of selected site elements.

1.3 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.

1.4 FIELD CONDITIONS

A. Notify Engineer of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

B. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work when all existing process equipment related to this project are turned off.

1. If suspected hazardous materials are encountered, do not disturb; immediately notify Engineer and Owner. Hazardous materials will be removed by the Owner under a separate contract.

C. Storage or sale of removed items or materials on-site is not permitted unless previously approved by Owner.

D. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire protection facilities in service during selective demolition operations.

02 41 19 - 2

PART 2 - PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Engineer.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

1. Comply with requirements for existing services/systems interruptions.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off indicated utility services serving areas to be selectively demolished.

1. Owner will arrange to shut off indicated services/systems when requested by Contractor.

2. Arrange to shut off indicated utilities with utility companies.

3. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

02 41 19 - 3

3.3 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Comply with requirements for access and protection.

B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

3.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations.

B. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Owner, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled as directed in the Drawings.

3.5 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be recycled, or otherwise indicated to remain Owner’s property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off Owner’s property and legally dispose of them.

02 41 19 - 4

3.6 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

247043-009 Water & Wastewater Processing Facilities Coatings Systems

09 96 00 - 1

SECTION 09 96 00

WATER & WASTEWATER PROCESSING

FACILITIES COATINGS SYSTEMS

PART 1 – GENERAL

1.1 WORK INCLUDED

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

B. The work includes painting and finishing of interior and exterior exposed items and surfaces such as structural steel, miscellaneous metals, ceilings, walls, floors, doors, frames, transoms, roof fans, construction signs, guardrails, posts, fittings, valves, equipment, and all other work obviously required to be painted unless otherwise specified herein or on the drawings. The omission of minor items in the schedule of work shall not relieve the contractor of his obligation to include such items where they come within the general intent of the specification as stated herein.

C. The Contractor shall furnish all labor, materials, and services necessary for and incidental to the painting and finishing of surfaces hereinafter specified. This specification shall apply to both shop painting and field painting. It is intended that all steel shall be shop primed and field painted with the proper number and thickness of coats and paint as specified. All steel shall be field primed and painted to repair any damage to the finish paint which may have occurred during erection and to paint any fasteners or additional steel that was used to erect the system.

D. The following items will not be 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, unless otherwise indicated.

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

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. Plastic switch plates and receptacle plates.

09 96 00 - 2

9. Flexible couplings, lubricated bearing surfaces, insulation and metal and plastic pipe interior.

10. Sprinkler heads.

1.2 REFERENCES

A. ASTM D 16 - Terminology Relating to Paint, Varnish, Lacquer, and Related Products.

B. ASTM D 4263 - Indicating Moisture in Concrete by the Plastic Sheet Method.

C. ASTM F 1869 - Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using

Anhydrous Calcium Chloride.

D. International Concrete Repair Institute (ICRI) Guideline No. 03732 - Selecting and

Specifying Concrete Surface Preparation for Sealers, Coatings, and Polymer Overlays.

E. SSPC-SP 1 - Solvent Cleaning.

F. SSPC-SP 2 - Hand Tool Cleaning.

G. SSPC-SP 3 - Power Tool Cleaning.

H. SSPC-SP 5/NACE 1 - White Metal Blast Cleaning.

I. SSPC-SP 6/NACE 3 - Commercial Blast Cleaning.

J. SSPC-SP 10/NACE 2 - Near-White Metal Blast Cleaning.

K. SSPC-SP 13/NACE 6 - Surface Preparation of Concrete.

L. ASTM D16 – Terminology Relating to Paint, Varnish, Lacquer, and Related Products.

M. National Association of Pipe Fabricators (NAPF).

1.3 DEFINITIONS

A. Definitions of Painting Terms: ASTM D 16, unless otherwise specified.

B. Dry Film Thickness (DFT): Thickness of a coat of paint in fully cured state measured in mils (1/1000 inch).

1.4 QUALITY ASSURANCE

A. The Contractor shall meet the following requirements:

09 96 00 - 3

1. The Contractor is ultimately responsible for the workmanship and quality of the installation. Inspections by the Owner, the Engineer, or others do not limit the

Contractor’s responsibility.

2. The applicator shall be experienced in the application of specified system for a minimum 5 years. Verify experience with a list of 5 completed projects of similar size and complexity including project name, date installed, location, name and phone of owner’s contact, and approximate square footage.

3. Do not use or retain contaminated, outdated, or diluted materials. Do not use materials from previously opened containers.

4. Use only products of the approved Coatings System Manufacturer (CSM).

Provide the same products for repairs as for the original coating.

5. If any requirements of this specification are contradicted by a referenced standard or vice-versa, the matter shall be resolved in writing by the Engineer or its representative.

6. Make available at all times all locations and phases of the work for access and inspection by the Engineer, the Owner, or other personnel designated by the

Owner. The Contractor shall provide ventilation, egress, and whatever other means are required for the Owner, Engineer, or designated personnel to access and exit the work areas safely.

7. Conduct work so that the system is installed as specified herein. Inspect work continually to ensure that the coating system is installed as specified herein. The

Engineer shall inspect the work to determine conformance with the contract documents.

8. The Contractor’s Supervisor shall be on site at all times and will be thoroughly familiar with the work in progress. This Supervisor shall have authority to receive and execute all direction provided by the Engineer or the Owner.

9. The methods of construction shall be in accordance with all requirements of this specification and the best trade practices. Any changes in the installation requirements shall be allowed only with the written approval of the Engineer.

10. Installation shall be performed by an applicator having satisfactory experience in the application of these or similar materials or with on-site consultation by a qualified field service representative of the CSM.

B. All materials shall be produced by a single manufacturer. Total paint system shall be from one manufacturer and no cross coating allowed between primers and finish coats.

C. The Contractor shall guarantee all work under this Contract against discoloration, crazing, peeling or other defects, and such work which in the opinion of the Engineer becomes defective within two years from the date of substantial completion shall be removed and repainted at the exclusive expense of the Contractor.

1.5 SUBMITTALS

A. Submit the following in accordance with City of Wichita Standard Specifications prior to commencing with any phase of the work covered by this Section:

09 96 00 - 4

1. Manufacturer’s current printed recommendations and product data sheets for all products including performance criteria, surface preparation and applications, volatile organic compound (V.O.C.) data, and safety requirements.

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

3. Contractor’s written verification that the personnel who will perform this work have the required experience as specified in paragraph 1.4 of this section. This document must list the names of all of the Contractor’s supervisors and tradespeople who will work on the project covered by this Section.

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

5. List of cleaning and thinner solutions allowed by the CSM.

6. Storage requirements including temperature, humidity, and ventilation for Coating

System Materials.

B. Submit manufacturer’s color samples showing full range of standard colors. Colors to be selected by Engineer or Owner.

C. Samples:

1. Samples of each finish and color shall be submitted to the Engineer for approval before any work is started.

2. Such samples when approved in writing shall constitute a standard, as to color and finish only, for acceptance or rejection of the finish work.

3. Rejected samples shall be resubmitted until approved.

D. VOC Requirements: Submit manufacturer's certification that paints and coatings comply with Federal, State, and Local, whichever is more stringent, requirements for

VOC (Volatile Organic Compound).

1.6 DELIVERY, HANDLING AND STORAGE

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

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

F.

C. Paint, coatings, reducing agents, and other solvents must be stored in original containers until opened; if not resealable, then must be transferred to UL approved

09 96 00 - 5 safety containers. Provide proper 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 storage and use of painting materials and equipment.

1.7 EXTRA STOCK

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

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

PART 2 - PRODUCTS

2.1 ACCEPTABLE SYSTEMS AND MANUFACTURERS

A. Material specified are those that have been evaluated for the specific service. Products of the Tnemec Company, Inc. are listed to establish a standard of quality, represented by Midwest Coating Consultants (888) 698-6363 Equivalent materials of other manufacturers may be submitted on written approval of Engineer.

B. Requests for substitution shall include manufacturer's literature for each product giving name, product number, generic type, descriptive information, solids by volume, recommended dry film thickness and certified lab test reports showing results to equal the performance criteria of the products specified herein. In addition, a list of five projects shall be submitted in which each product has been used and rendered satisfactory service.

C. All requests for product substitution shall be made per the requirements in the City of

Wichita Standard Specifications.

2.2 CONCRETE FLOORS

A. Concrete Sealer. This is a clear, penetrating sealer that will not alter the color or texture of the floor. This treatment chemically reacts with the surface layer of the concrete to increase its density and wearability.

Surface Preparation: Clean and free of all paint, curing compounds and other contaminants.

1st Coat: Series 636 Dur-A-Pell 20 125-250 sq.ft/gal

09 96 00 - 6

B. Epoxy High Build Floor Coating. This system will provide a glossy orange-peel finish.

Surface Preparation: Mechanically abrade in accordance with SSPC-SP13, ICRI

CSP3.

Dry Film-Mils

1st Coat: Series 201 Epoxoprime 6.0 – 8.0

2nd Coat: Series 280 Tneme-Glaze 6.0 – 8.0

3rd Coat: Series 280 Tneme-Glaze 6.0 – 8.0

18.0 – 24.0

2.3 DUCTILE IRON PIPE

A. Exterior/Interior Exposure (Non-immersion). This system is highly resistant to abrasion, wet conditions, corrosive fumes, and chemical contact.

Surface Preparation: Abrasive blast to remove annealing layer and provide a uniform 2.0 mil profile.

Dry Film-Mils

1st Coat: Series N140-1211 Pota-Pox Plus 3.0 – 5.0

2nd Coat: Series N69 Hi-Build Epoxoline 2.0 – 3.0

3rd Coat: Series 73 Endura-Shield 2.0 – 3.0

7.0 – 11.0

PART 3 – EXECUTION

3.1 INSPECTION

A. Thoroughly examine surface scheduled to be painted prior to commencing work.

Report in writing to the Engineer any condition that may affect proper application and overall performance of coating system. Do not proceed with work until such conditions have been corrected. Commencing with work indicates acceptance of existing conditions and for responsibility for performance of applied coating.

3.2 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 be corrected at no expense to Owner.

B. Surfaces not to be coated shall be masked, removed, or otherwise covered to protect against cleaning and coating application procedures and weather. Drop cloths shall be used to protect floor, walls, machinery, equipment, and previously coated surfaces.

09 96 00 - 7

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

3.3 SURFACE PREPARATION OF DUCTILE IRON

A. Prepare ductile or cast iron surfaces in accordance with manufacturer’s instructions.

B. Ensure surfaces are clean, dry, and free of oil, grease, dirt, dust, and other contaminants.

3.4 SURFACE PREPARATION OF CONCRETE

A. Interior, Wet Substrate:

1. Prepare concrete surfaces in accordance with manufacturer’s instructions, SSPC-

SP 13/NACE 6, and ICRI 03732.

2. Allow concrete to cure for a minimum of 28 days.

3. Test concrete for moisture in accordance with ASTM D 4263 and F 1869.

4. Abrasive blast surface to remove laitance and solid contaminants and to provide clean, sound substrate with uniform anchor profile.

5. Fill holes, pits, voids, and cracks with Tnemec 63-1500 Filler and Surfacer.

6. Ensure surfaces are clean, dry, and free of oil, grease, chalk, form release agents, and other contaminants.

3.5 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 compatible barrier coating able to receive specified topcoat(s). Notify Engineer in writing of anticipated problems due to incompatible coating systems.

B. All shop applied coatings with specified primer as listed in PART 2 shall be touched up with same primer before any topcoat(s) are applied.

3.6 APPLICATION

A. No paint shall be applied when surrounding air temperature, as measured in the shade, is below 45 degrees F. No paint shall be applied when the temperature of the surface to be painted is below 40 degrees F. Paint shall not be applied to wet or damp surfaces, and shall not be applied in rain, snow, fog or mist, or when the relative humidity exceeds 85%. Paint shall not be applied when the substrate temperature is within 5 degrees of the dewpoint. Paint manufacturer's temperature guidelines must be followed.

09 96 00 - 8

B. No paint shall be applied when it is expected that the relative humidity will exceed 85% or that the air temperature will drop below 45 degrees F within 4 hours after the application of the paint.

C. Maintain proper ventilation in area of work to alleviate volatile solvents evaporating from coating materials.

D. All ingredients in any container of the coating materials shall be thoroughly mixed each time it is withdrawn from the container.

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

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

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

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

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

I. Do not spray coatings if wind velocity is above manufacturer’s limit.

J. Schedule coating work to avoid excessive dust and airborne contaminants. Protect work areas from excessive dust and airborne contaminants during coating application and curing.

K. Apply coatings to be free of film characteristics or defects that would adversely affect performance or appearance of coating systems. Paint showing sags, checks, blisters, tear drops, or fat edges will not be accepted. Paint containing these defects shall be entirely removed and the surface repainted at no cost to the Owner.

L. Touch up or repair damaged coatings. Touch up of minor damage shall be acceptable where result is not visibly different from adjacent surfaces. Recoat entire surface where touch up result is visibly different, either in sheen, texture, or color.

09 96 00 - 9

3.7 SYSTEM INSPECTION AND TESTING

A. After application of each coating in the specified system and its surface has cured, measure its thickness with a properly calibrated Nordson Microtest Dry Film Thickness

Gauge, or equivalent. Follow standard method for measurement of dry paint thickness with magnetic gauges as outlined in Steel Structures Painting Council's SSPC-PA2

B. Make as many determinations as needed to ensure the specified thickness values in each typical area. To all surfaces having less dry film thickness than specified, apply additional coat(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 with a non-destructive holiday detector that shall not exceed 67 1/2 volts. All pinholes or defects shall be repaired in accordance with manufacturer's printed recommendations and then retested, at no cost to the Owner.

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

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

Rejected work shall be repaired or removed and repainted as determined by the

Engineer, at no cost to the Owner.

3.8 CLEAN-UP

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

B. Remove all protective drop cloths and masking from surfaces not being painted.

Provide touch-up around same areas as directed by the Owner.

C. Remove all misplaced paint splatters or drippings resulting from this work. Repair or replace damaged materials and surfaces not scheduled to be coated.

3.9 ONE-YEAR INSPECTION

A. Owner will set date for one-year inspection of coating systems.

B. Inspection shall be attended by Owner, Contractor, and manufacturer’s representative.

09 96 00 - 10

C. Repair deficiencies in coating systems as determined by Engineer in accordance with manufacturer's instructions at no cost to the Owner.

3.10 PIPING IDENTIFICATION

A. All piping where directed shall be color coded and identified with lettering as scheduled on the drawings. The piping shall be painted according to the color schedule below, unless otherwise scheduled on the drawings.

C. Location: Lettering and flow direction arrows shall be provided near equipment serviced, adjacent to valves, both sides of walls and floors where pipe passes through, at each branch tee, and at intervals of not more than fifty (50) feet in straight runs of pipe. If, in the opinion of the Engineer, the foregoing requirements will result in an excessive number of labels or arrows the number required shall be reduced as directed.

D. Lettering: Lettering on pipe shall be painted or stenciled. Letter size shall be as follows:

Outside Diameter of Pipe or Covering Minimum Height of Letters

5 inch and larger 2 inches

3.16 TNEMEC COLOR SYSTEM MATERIAL IDENTIFICATION

Wastewater

Recycle Flow dark gray GR28 Fossil

247043-009 Recycle Flow Piping

33 11 16 - 1

SECTION 33 11 16

RECYCLE FLOW PIPING

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes recycle flow piping and related components for a recycle system.

B. The Contractor shall provide all labor, supervision, materials, equipment, supplies, incidentals, and services; and shall perform all Work necessary for the installation and testing of the water distribution system.

C. The recycle system shall be constructed in accordance with the Contract Documents and the applicable laws, rules, ordinances, standards, and regulatory agencies.

1.2 DEFINITIONS

A. ANSI: American National Standards Institute

B. ASTM: ASTM International

C. AWWA: American Water Works Association

D. DI: Ductile Iron

E. NSF: NSF International

F. PSI: Pounds per Square Inch

G. PVC: Polyvinyl Chloride

1.3 ACTION SUBMITTALS

A. General: Submittals shall be made by the Contractor in accordance with the procedures set forth in Division 01.

B. Contractor shall provide manufacturer’s catalog cuts, technical data, and/or shop drawings for the following system components (shop drawings shall be drawn to a scale sufficiently large to show all pertinent aspects of the item and its method of connection to the work):

1. Pipe

2. Fittings, sleeves, and couplings

C. Provide pipe certifications and cut sheets for pipe and fittings.

33 11 16 - 2

1.4 INFORMATIONAL SUBMITTALS

A. Field quality-control test reports.

1.5 CLOSEOUT SUBMITTALS AND RECORD DRAWINGS

A. Operation and Maintenance Data: For water appurtenances to include in emergency, operation, and maintenance manuals.

1. Submit complete Installation, Operation and Maintenance Manuals, including test reports, maintenance data and schedules, description of operation, and spare parts information.

2. Furnish Operation and Maintenance Manuals in conformance with the requirements of Division 01.

3. Manufacturer’s qualifications include list of existing installations with contact names and telephone numbers.

B. Record Drawings/Information:

1. Maintain accurate and up to date record documents showing field and Shop

Drawing modifications. Record documents for buried piping shall show the actual location of all piping, existing utilities that are exposed as part of construction activities, and appurtenances at same scale as the Contract Drawings.

2. Record documents shall show piping with elevations referenced to the project datum and dimensions from permanent structures. For each horizontal bend, include dimensions to at least three permanent landmarks or structures, when possible. For straight runs of pipe provide offset dimensions as required to document pipe location.

3. Include profile drawings with buried piping record documents when the Contract

Documents include pipe profile drawings.

1.6 QUALITY ASSURANCE

A. Regulatory Requirements:

1. Comply with standards of authorities having jurisdiction for recycle flow piping, including materials, installation, testing, and disinfection.

2. Comply with all local, state, and federal regulations.

B. Piping materials shall bear label, stamp, or other markings of specified herein.

C. Electrical Components, Devices, and Accessories: Listed and labeled as defined by a testing agency acceptable to authorities having jurisdiction and marked for intended use.

33 11 16 - 3

1.7 DELIVERY, STORAGE, AND HANDLING

A. Delivery:

1. Deliver materials to the Site to ensure uninterrupted progress of the Work.

2. Upon delivery inspect pipe and appurtenances for cracking, gouging, chipping, denting, and other damage and immediately remove from Site and replace with acceptable material.

3. No other pipe or material of any kind shall be placed inside of any pipe or fitting.

4. Deliver piping with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe-end damage and to prevent entrance of dirt, debris, and moisture.

B. Storage:

1. Use precautions for pipe, according to the following:

a. Do not remove end protectors unless necessary for inspection; then reinstall for storage.

b. Protect from weather. Store indoors and maintain temperature higher than ambient dew-point temperature. Support off the ground or pavement in watertight enclosures when outdoor storage is necessary.

2. Store materials to allow convenient access for inspection and identification.

3. Store material off ground using pallets, platforms, or other supports. Protect packaged materials from corrosion and deterioration.

4. Do not remove end protectors or supports unless necessary for inspection; these should be reinstalled for storage.

5. Pipe and fittings other than PVC may be stored outdoors without cover. Cover

PVC pipe and fittings stored outdoors.

6. Protect stored piping from moisture and dirt. Elevate above grade. Do not exceed structural capacity of floor when storing inside.

7. Store plastic piping protected from direct sunlight. Support to prevent sagging and bending.

8. Protect flanges, fittings, and specialties from moisture and dirt.

C. Handling:

1. Handle pipe, fittings, and appurtenances carefully in accordance with pipe manufacturer’s recommendations. Do not drop or roll material off trucks. Do not drop, roll, or skid piping.

2. Avoid unnecessary handling of pipe.

3. The interior of all pipe shall be thoroughly cleaned of all foreign matter before being lowered into the trench and shall be kept clean during laying operations by means of plugs or other approved methods. In all cases water shall be kept out of the trench until the material in the joints has hardened. At all times when work is not in progress, all open ends of pipes and fittings shall be securely closed so that no trench water, earth, or other substances will enter the pipe or fittings.

33 11 16 - 4

4. Protect interior linings and exterior coatings of pipe and fittings from damage.

Before lowering and while suspended, pipe shall be inspected for defects and cracks. Defective, damaged, or unsound pipe shall be rejected.

5. If coating becomes damaged, Contractor shall notify pipe and coating manufacturer to determine if repair of damaged area or re-coating is required.

Perform repairs using recommended procedures and materials provided by manufacturer, as accepted by Engineer. Pipe and fittings requiring re-coating shall be removed from Site and returned to manufacturer’s facility. Repaired or re-coated pipe and fittings shall meet all requirements of this section.

1.8 PROJECT CONDITIONS

A. Interruption of Existing Water-Distribution Service: Do not interrupt service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary water-distribution service according to requirements indicated:

1. Notify the Owner no less than 72 hours in advance of proposed interruption of service.

2. Do not proceed with interruption of water-distribution service without the

Owner's written permission.

1.9 COORDINATION

A. Coordinate connection to existing waterlines with water system personnel.

B. Operation of existing valves shall be performed by the project Owner. Contractor may operate valves only if a utility company’s representative is on site coordinating the opening and closing of these valves.

1.10 WARRANTY

A. In addition to the requirements of the General Conditions and the Supplemental

Conditions, the Contractor shall require the manufacturer to furnish a warranty valid through the warranty period to assure that any equipment specified herein which does not meet the performance requirements for the specifications, is repaired to the Owner’s satisfaction or replaced with equipment that does meet the performance requirements of the specification.

B. The Contractor and/or equipment manufacturer shall be responsible for all costs of warranty repair work including removal, shipping, reinstallation and restart-up during the warranty period.

33 11 16 - 5

PART 2 - PRODUCTS

2.1 GENERAL

A. Proprietary products: Whenever materials or equipment are described using a certain brand, make, supplier, manufacturer or by specification, such naming shall be regarded as a standard and be intended to convey function, design features, general style, type, materials of construction, character and quality of material or equipment, serviceability, and other described essential characteristics.

B. Other materials may be considered by the Engineer in accordance with the General

Conditions of this project manual.

C. All pipe, fittings, and appurtenances shall be new material unless otherwise specified.

Nuts and bolts shall be stainless steel unless otherwise specified.

2.2 PIPE AND FITTINGS

A. Ductile Iron Pipe:

1. General:

a. DI pipe shall conform to the requirements of ANSI/AWWA A21.51/C151.

b. The manufacturer’s mark, country where cast, year the pipe was produced, and the letters “DI” or words “Ductile Iron” shall be cast or stamped on the pipe.

c. Unless otherwise specified, the following pressure classes are required as a minimum:

1) Pipe 3 inches through 24 inches: Pressure Class 350

d. Lining and coating:

1) Pipe and fittings shall be cement lined in accordance with

ANSI/AWWA A21.4/C104.

2) Pipe and fittings to be installed inside structures shall be provided without exterior bituminous coating and shall be coated with 100 percent solids, thermosetting, dry powder epoxy, such as Tnemec

Series 66 High Build Epoxy or approved equal, in conformance with

AWWA C116.

2. Joints:

a. Exposed joints:

1) Unless otherwise specified, all exposed DI pipe shall be flanged. All flanges shall be American Standard B 16.1, Class 125, ASA flanges with full face red rubber gaskets.

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3. Fittings:

a. Fittings shall be ductile iron, cement lined, conforming to AWWA C110 or

AWWA C153 unless otherwise specified. PVC fittings are not allowed.

b. Fittings shall have interior and exterior coatings as specified for DI pipe.

c. For pipe 4 inches to 48 inches in diameter, compact flanged fittings with a minimum pressure class of 350 and conforming to AWWA C153 may be used.

d. Where approved or specified, grooved end fittings shall conform to

ANSI/AWWA A21.10/C110 for center-to-end dimensions and

ANSI/AWWA A21.1/C110 for wall thickness. Couplings shall be equipped with flush seal gaskets.

2.3 BOLTS

A. General

1. Mechanical joint bolts and nuts shall be stainless steel conforming to ASTM F593 for bolts and ASTM F594 for nuts. All T-Bolts and Nuts shall be threaded in accordance with ANSI/ASME B1.1, Class 2A fit, with coarse-thread series. Heavy hex nuts shall be used. Bolt heads shall be in accordance with the dimensions of ANSI/AWWA C111/A21.11-95. Nuts shall be finished with fluoropolymer coating system to minimize galling and ensure proper torque. Anti-seize compound shall not be utilized with the fluoropolymer coated nuts. Identification on the head of the bolt shall be T-304, 304, F593C or F593D.

2. Flange joint bolts and nuts shall be stainless steel conforming to ASTM A193

Grade B8 for bolts and ASTM A194 Grade 8 for nuts. All bolts and nuts shall be threaded in accordance with ANSI/ASME B1.1, Class 2A fit, with course-thread series. Bolt heads and nuts shall be heavy hexagonal. Nuts shall be finished with fluoropolymer coating system to minimize galling and ensure proper torque. Anti-seize compound shall not be utilized with the fluropolymer coated nuts. Identification on the head of the bolts shall be B8.

2.4 SLEEVES AND COUPLINGS

A. Sleeves:

1. Mechanical joint sleeves shall be solid type, long or short body pattern as approved by the Owner, manufactured in accordance with ANSI/AWWA

A21.10/C110. Sleeves shall have a minimum pressure rating of 350 psi. Glands, gaskets, bolts, and nuts shall be in accordance with ANSI/AWWA A21.11/C111.

2. Sleeves shall not be machined in order to facilitate use with pipe of a class or type other than that for which the sleeve was manufactured.

B. Couplings:

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1. The use of bolted stainless steel couplings shall be restricted to joining pipes of different outside diameters and joining pipes of dissimilar materials.

2. Ferrous surfaces shall be coated with an epoxy coating; enamel coatings are not acceptable.

3. Bolted stainless steel transition couplings shall be Smith-Blair 413, Romac TC400, JCM 203, or approved equal.

4. Bolted stainless steel reducing couplings shall be Smith-Blair 415, Romac RC400, JCM 204, or approved equal.

5. Bolted stainless steel couplings for joining pipes of the same outside diameter shall be Smith-Blair 411, Romac 400, JCM 201, or approved equal.

PART 3 - EXECUTION

3.1 GENERAL

A. Installation of DI pipe shall be in accordance with AWWA C600.

B. Any section of pipe already laid and found to be defective shall be taken up and replaced without additional expense to the Owner.

3.2 PIPE INSTALLATION

A. Preparation:

1. Cutting of pipe shall be done in a neat and workmanlike manner by a method which will not damage the pipe. Unless otherwise authorized, all cutting shall be done by means of mechanical cutters of an approved type. Wheel cutters shall be used whenever practicable.

2. Prior to laying, the pipe bedding material shall be placed by slicing with a shovel or mechanical tamping, according to the type of material.

3. Before jointing, all lumps, blisters, and excess coating materials shall be removed from the bell and spigot ends of the pipes. The outside of the spigot and the inside of the bell shall then be wire brushed and/or wiped clean and dry. All oil or grease shall be removed. Flanged joints shall be faced true and made up perfectly square and tight. Ductile iron wedges shall be used as needed to give proper slope or direction to the line.

3.3 INSTALLATION OF FITTINGS AND OTHER APPURTENANCES

A. All appurtenances (fittings) shall be installed in accordance with the manufacturer’s recommendations and as indicated on the Drawings and Standard Details.

3.4 FIELD QUALITY CONTROL AND TESTING

A. General:

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1. The Contractor shall provide the Owner at least 72 hours’ notice prior to scheduled testing and inspection.

2. Only properly functioning and clean equipment shall be used for flushing, pressure testing, and disinfecting water mains.

3. Test shall be conducted in accordance with AWWA Standards or as required by

KDHE. Simultaneous pressure and leakage tests may be performed if permitted by the Engineer.

B. Pressure Testing:

1. After the pipe is laid and the joints completed, the newly laid piping or any valved section of piping shall, unless otherwise specified, be filled with clean water, and subjected for one hour to a hydrostatic pressure test at the rated working pressure of the pipe.

2. Testing shall be performed on the whole length of pipe. The pressure test shall be conducted at the greater of 150 psi or at least 150% of working pressure in the line. Working pressure is defined as the maximum anticipated sustained operating pressure in the line being tested. The test pressure also shall not fall below 125% of normal operating pressure at the highest point of each section being tested.

3. Care must be taken not to exceed the pressure ratings of the pipes, valves, fittings, and other appurtenances.

4. The Contractor shall furnish all pumps, fittings, and gauges as necessary to fill the line with potable water, dispel air from the system, and pressurize the pipeline for the tests.

5. The Contractor shall provide all necessary temporary restraint and support and will be responsible for providing proper safety measures during pressure testing operations.

6. Each valve shall be opened and closed several times during the test.

7. The pressure during the pressure test shall not vary by more than 5 psi from the designated test pressure.

8. Joints showing visible leakage shall be replaced or remade, as necessary. Leaking rubber-gasketed joints shall be remade, using new gaskets if necessary. Cracked or defective pipe, mechanical joints, fittings, valves, or hydrants discovered in consequence of this pressure test shall be removed and replaced with sound material, and the test shall be repeated until the test results are satisfactory.

C. Leakage Testing:

1. The duration of each leakage test shall be at least 2 hours, and during the test the main shall be subjected to the same pressure as for the pressure test. Leakage is defined as the quantity of water to be supplied into the newly laid pipe, or any valved section thereof, necessary to maintain the specified leakage test pressure after the pipe has been filled with water and the air expelled.

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2. No piping installation will be accepted until the leakage is less than the number of gallons per hour as determined by the formula:

𝐿 =

𝑆𝐷√𝑃

148,000

In which L equal the allowable leakage in gallons per hour; D is the nominal diameter of the pipe, in inches; S is the length of pipe tested, in feet; and P is the average test pressure during the leakage test, in pounds per square inch. The pressure during the pressure or leakage test shall not vary by more than 5 psi from the designated test pressure.