EXHIBIT S – SPECIFICATIONS

Exhibit S – Specifications Bid 21-11

Rocky Reach Car Wash Closed Loop Wastewater Treatment System Exhibit S – Table of Contents Page 1 of 1

EXHIBIT S – SPECIFICATIONS

Table of Contents

DIVISION 01 – GENERAL REQUIREMENTS

Section 011100 – Summary of Work Section 012001 – Measurement and Payment Section 013300 – Submittal Procedures Section 017700 – Closeout Procedures Section 260500 – Common Work Results for Electrical Section 260519 – Low-voltage Electrical Power Conductors and Cables Section 260533.10 – Raceway for Electrical Systems Section 466100 – Filtration Equipment

END OF TABLE OF CONTENTS

Exhibit S – Specifications 21-11

Rocky Reach Car Wash Closed Loop Wastewater Treatment System Section 011100 – Summary of Work Page 1 of 3


SECTION 011100 – SUMMARY OF WORK

Table of Contents

PART 1 – GENERAL

1.01 Project Title ..................................................................................................................... 2 1.02 Related Documents ......................................................................................................... 2 1.03 Project Scope .................................................................................................................. 2 1.04 Project Location. .............................................................................................................. 2 1.05 Project Contacts .............................................................................................................. 2 1.06 Project Site ...................................................................................................................... 2

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)




SECTION 01 11 00 – SUMMARY OF WORK

PART 1 – GENERAL

1.01 PROJECT TITLE Bid 21-11 Rocky Reach Car Wash Closed Loop Wastewater

Treatment System

1.02 RELATED DOCUMENTS Contract Drawings and other provisions of the Contract Documents, including but not limited to, Small Works Master Contract General Conditions (GC-) and Specific Requirements (SR-) apply to all sections.

1.03 PROJECT SCOPE The Work specified in this section consists of furnishing all labor, materials, and equipment to install a car wash closed loop wastewater treatment system at Rocky Reach Dam, in Chelan County, WA.

1.04 PROJECT LOCATION

A. Rocky Reach Dam

6151 State Highway 97A Wenatchee, WA 98801

1.05 PROJECT CONTACTS:

A. Project Manager: Casey Hall; (509) 661-4965 B. Construction Inspector: John Laycock; (509) 661-8516

1.06 PROJECT SITE

A. General: Contractor shall limit the Work to Approved staging areas and work locations as designated in the Contract Drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated unless approved by the District.

B. Contractor shall coordinate project laydown areas and material storage areas with the District prior to mobilization to the site.

C. Roads, Driveways and Entrances: Keep roads, driveways, and entrances clear and available to the District, District employees, contractors, and emergency vehicles at all times. Do not use these areas for parking or material storage. 1. Schedule material deliveries to minimize use of roads, driveways, and

entrances.



2. Schedule material deliveries to minimize space, time, and access restrictions required for on-site movement of equipment.


PART 3 – EXECUTION (NOT USED)

END OF SECTION


Rocky Reach Car Wash Closed Loop Wastewater Treatment System Section 012001 – Measurement and Payment Page 1 of 2


SECTION 012001 – MEASUREMENT AND PAYMENT

Table of Contents

PART 1 - GENERAL 1.01 Scope .............................................................................................................................. 2 1.02 Related Documents ......................................................................................................... 2 1.03 Materials On Hand........................................................................................................... 2


PART 3 – EXECUTION 3.01 Bid Price Schedule Items................................................................................................. 2


Rocky Reach Car Wash Closed Loop Wastewater Treatment System Section 012001 – Measurement and Payment Page 2 of 2


SECTION 012001 - MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.01 SCOPE A. This section further defines Measurement and Payment for this Project. B. All items that are not specifically included in any payment item shall be considered

incidental to the Project and shall be included in the lump sum Bid Price item.

1.02 RELATED DOCUMENTS Contract Drawings and other provisions of the Contract Documents, including but not limited to, Small Works Master Contract General Conditions (GC-) and Specific Requirements (SR-) apply to all sections.

1.03 MATERIALS ON HAND No payment will be made for materials on hand. Items will only be paid for upon satisfactory installation as determined by the District.


PART 3 – EXECUTION

3.01 BID PRICE SCHEDULE ITEMS – ROCKY REACH CAR WASH CLOSED LOOP WASTEWATER TREATMENT SYSTEM A. Bid Price Schedule Item #1: Rocky Reach Car Wash Closed Loop Wastewater

Treatment System 1. Unit of Measurement: Lump Sum. 2. Payment: The Lump Sum Bid Price for Rocky Reach Car Wash Closed Loop

Wastewater Treatment System shall be full compensation for all labor, tools, equipment, and material to complete the car wash closed loop wastewater treatment system and associated electrical and plumbing as described in the contract documents.

END OF SECTION


Rocky Reach Car Wash Closed Loop Wastewater Treatment System Section 013300 - Submittal Procedures Page 1 of 8

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 013300 – SUBMITTAL PROCEDURES

Table of Contents

PART 1 – GENERAL

1.01 Summary ........................................................................................................... 2 1.02 Related Documents ........................................................................................... 2 1.03 Address Information ........................................................................................... 2 1.05 Submittals Defined ............................................................................................. 3

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)



DIVISION 01 - GENERAL REQUIREMENTS

SECTION 013300 – SUBMITTAL PROCEDURES

PART 1 – GENERAL

1.01 SUMMARY This section describes the requirements and procedures for all correspondence, documents and drawing submittals required by the District for this Contract. The District reserves the right to revise or modify these procedures and/or implement a different software communication system as necessary to facilitate proper and consistent communication between related parties at no additional cost to the District.

1.02 RELATED DOCUMENTS Contract Drawings and other provisions of the Contract Documents, including but not limited to, General Conditions (GC-) and Specific Requirements (SR-) apply to all sections.

1.03 ADDRESS INFORMATION All mailed or hand-delivered Project documentation, samples, etc. shall be addressed as follows: US Mail: PUD #1 of Chelan County Project Name: Rocky Reach Car Wash Closed Loop Wastewater Treatment System Project Manager: Casey Hall P.O. Box 1231 Wenatchee, WA 98807-1231 Physical Address, (Fed Ex, UPS, oversized mail): Chelan County PUD Project Name: Rocky Reach Car Wash Closed Loop Wastewater Treatment System Project Manager: Casey Hall 327 North Wenatchee Avenue Wenatchee, WA 98801

1.04 PROJECT CORRESPONDENCE A. The following Project correspondence will be utilized for the duration of the

Contract: 1. Requests for Information (RFI); 2. Serialized Letters; 3. Speedy Memos; 4. Emails; 5. Contractor Submittals; 6. District Submittal Responses.



B. Request for Information: RFI’s are for the Contractor to use when inquiring the District for additional information on the various aspects of the project.

C. Serial Letters: 1. Serial letters shall be used for all correspondence from any Project entity that

addresses Contract scope, budget, schedule or other contractual issues. 2. If the District determines that there is any change to the Contract scope,

budget, or schedule, then the District will issue a FWO/CO. 3. All Serial Letters shall be on Contractor’s letterhead and include (on the first

page): a. Contract Number and Title; b. Sender’s Name; c. Sender’s Company Name; d. Date: MM/DD/YYYY; e. Serial Letter Number.

4. Additionally, each page shall indicate page number and total number of pages, formatted as “Page X of Y”, and Serial Letter Number.

D. Speedy Memos: Speedy Memos shall be used by the District for requesting information from the Contractor.

E. Email Communications: 1. Parties to the Project may use email for items other than those identified in

the list of Project correspondence. 2. Email shall not be used for official correspondence as direction to proceed or

to alter terms of the Contract. 3. Email may be used as a mechanism to transmit courtesy copies of other

documents. Each email shall contain a single subject. In rare cases similar subjects may be combined in a single email if necessary for understanding. The subject line shall reference the following: a. Contract Number; b. Project Name; c. The email contents, clearly described.

1.05 SUBMITTALS DEFINED A. The term ‘submittals’ as used herein includes all Shop Drawings, field layouts,

samples, color or model selections, material and equipment data and descriptions, certifications, schedules, warranties and other items as called for in the various sections of the Contract Documents.

B. Requirements for Record Documents and Operation and Maintenance (O&M) Manuals shall be submitted at the end of the Project and in accordance with the Contract Documents.



1.06 SUBMITTAL PROCEDURE Submittals not strictly conforming to the requirements of this section will be returned for proper re-submittal, resultant delay in approval or any costs associated with the proper re-submittal shall be the responsibility of the Contractor. A. Identification: Completely identify each submittal and re-submittal by showing at

least the following information: 1. Date, name and address of submitter, plus name and telephone number of

the individual who may be contacted for further information. 2. Name and address of supplier and manufacturer. 3. Name of Project and Contract number as it appears on the Contract

Documents. 4. Contract Drawing number and Specification section number to which the

submittal applies. 5. Whether the submittal is an original submittal or re-submittal.

B. Coordination: Prior to submitting for District review, Contractor shall use all means necessary to fully coordinate the preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other

submittals, and related activities that require sequential activity. 2. Determine and verify all field dimensions and conditions, materials, catalog

numbers, and similar data. 3. Clearly indicate all deviations from the Contract Documents. 4. Unless otherwise specifically permitted by the Project Manager or their

designee, make all submittals in groups containing all associated items; i.e., all earthworks submittals together, all storm drainage submittals together; etc. The District may reject partial submittals as not complying with the provisions of the Contract Documents.

5. Upon completion of sub-paragraphs 1 through 4 above, the Contractor shall transmit submittals to the Project Manager, using the attached Example Contractor Submittal & District Submittal Reply form (Appendix 013300-1) unless otherwise directed.

C. Timing of Submittals: Allow enough time for submittal review, including time for re-submittals. Time for review shall commence upon the District receipt of submittal. No extension of the Contract time will be authorized because of failure to transmit submittals in advance of the Work to permit processing, including re-submittals. 1. Contractor shall provide all product data and Contract Drawing submittals to

the Project Manager at time intervals stated in specification sections. 2. Contractor shall provide all submittals to Project Manager far enough in

advance of scheduled Work dates to allow required time for review and approval, for possible revision and re-submittal, and for placing orders and securing deliveries in time to maintain Project schedule.



3. In scheduling, allow at least five (5) business days for the District's review following receipt of the submittals. Allow additional time if coordination with subsequent submittals is required.

4. Allow five (5) business days for review of each re-submittal. Continue to resubmit submittals until the Project Manager/Engineer has marked the submittal as “Approved (APP)” or “Approved As Noted (AAN)”.

5. Costs of delays occasioned by tardiness of Contractor’s or Subcontractors’ submittals shall not be borne by the District.

1.07 DISTRICT’S REVIEW/RESPONSE A. The purpose for requiring Contractor submittals is to permit the District to monitor

the Contractor’s progress and to determine conformance with the intent of these Specifications.

B. Contractors and Subcontractors who use unapproved documents do so at their own risk and may be required to repeat activities that were performed if the document used is subsequently rejected by Project Manager.

C. Submittals reviewed by the District do not become Contract Documents and are not FWO/CO’s.

D. District review, acceptance, or approval of schedules, Shop Drawings, lists of materials, and procedures submitted or requested by the Contractor shall not add to the Contract amount and additional costs shall be solely the obligation of the Contractor.

E. The District will not be precluded, by virtue of review, acceptance, or approval, from obtaining a credit for fabrication and/or construction savings resulting from allowed changes to the Work or materials provided. Any savings shall be mutually agreed upon by the District and the Contractor.

F. The Project Manager’s review of Contractor submittals is not intended to be a rigorous engineering analysis of the Contractor’s design or proposal. Project Manager reserves the right to require the Contractor to make changes to Contractor’s submittals, which may be necessary, in the Project Manager’s opinion, to make the Work conform to the provisions and intent of these Specifications. Any additional cost to correct a submittal, including work to maintain the schedule that may result from any delay resulting from review of a re-submittal, shall be solely the obligation of the Contractor.

G. The District will not be responsible for furnishing engineering or other services to protect the Contractor from additional costs accruing from submittals.

H. District will review and mark submittal status with one of the following:

APP Approved AAN Approved as Noted AAN-SR Approved as Noted; Re-submit for Record ANR Approval Not Required NOT APP Not Approved



1.08 LOG OF SUBMITTALS A. The Contractor shall furnish a list of all submittals required to the District within

three () business days after the Notice to Proceed. The list shall include headings for the specific item, the date the submittal will be/was provided to the District, the date received back from the District and the status of the review.

B. The Contractor shall provide an updated log at each scheduled progress meeting.

1.09 SHOP DRAWINGS A. Defined Inclusions: The term "Shop Drawings" as used herein shall also include

job layout and installation drawings as may be required for the Work by certain trades, as well as shop fabrication drawings.

B. Format and Content: Make all drawings accurately to a scale sufficiently large to clearly show all pertinent features, method of fabrication, installation, and/or connection to the Work. Indicate size, type, dimension and location of all components, jointing, connections, etc.

1.10 CERTIFICATIONS AND WARRANTIES A. In addition to the contractual guarantees required by the Contract Documents,

submit to the Project Manager all certifications and warranties specifically called for in the Contract Documents, or ordinarily provided by manufacturers or suppliers of various portions of the Work.

B. Time of Submittal: Certifications, warranties, etc., or copies thereof of materials or equipment to be incorporated into the Work shall be furnished to the Project Manager upon delivery to site, and Approved before installation. Certifications, warranties, etc., or copies thereof, of installations, applications or assemblies shall be furnished upon Completion of that portion of the Work and before payment for that portion of the Work.

1.11 PROJECT SCHEDULES A. General:

1. The Contractor shall prepare and maintain its Project Schedules in Microsoft Project, or other District Approved software format. Schedule logic shall be included and the critical path calculated and indicated.

2. Schedules shall be updated to reflect all changes and to show progress, and submitted at least two (2) business-days prior to each scheduled Progress Meeting. Updates shall indicate actual progress against a baseline schedule established at the beginning of the Project. Additionally, the Schedule shall be updated and re-submitted within five (5) business days of any change known by the Contractor that could cause actual Completion date to exceed the Substantial Completion Date specified in the Contract Documents.



B. Overall Project Schedule: 1. The Contractor shall prepare and maintain a time scaled Critical Path Method

(CPM) Schedule showing all significant activities from Contract execution to final closeout. This schedule shall show all major events, activities, milestones, and Completion dates required for Completion of the Work.

2. The Overall Project Schedule shall include, as a minimum, the start date, duration time in days and the completion date for the following work items: a. Planning and Design; b. Submittal preparation; c. District response to Submittals; d. Re-submittals (preparation and review) as applicable; e. Procurement and/or Fabrication; f. Mobilization; g. Shipment & Delivery of equipment/material to Project site; h. Construction (as a rollup); i. Construction Phases (as children to the rollup); j. Substantial Completion; k. Completion Date stated in Specific Requirements Completion

Schedule/Contract Time; l. Demobilization.

3. The Contractor shall assign such forces and perform the Work in such a manner as to assure compliance with the Approved Schedule and the Contract. The Contractor shall inform the Project Manager of any schedule changes.

1.12 CONTRACT CLOSE-OUT SUBMITTALS (RECORD DOCUMENTS) After District’s final approval, submit the following as part of the final As-Built Record Drawings Submittal, which will include all Shop Drawings and marked-up Reference Drawings including any changes made up to the time that the Work is completed and accepted, and all As-Built and field changes, in accordance with this section: A. One (1) complete, hard copy set of full-size, reproducible, final drawings (Shop and

Reference); B. One (1) electronic media copy (soft copy) set of all drawings (Shop and Reference

as required) on media (jump drive or CD), including an enclosed master drawing list (with all reference files included);

C. QA/QC Documentation. D. Operation and Maintenance Manuals E. Certificates of Compliance and Proper Installation. F. Warranty Documentation.

1. Furnish duplicate copies of warranty documents that are executed and transferable from Subcontractors, suppliers, and manufacturers as applicable.



2. Final Documentation Submittal shall be a compilation of documents described above, in order shown, into a 3-ring binder. Provide four (4) copies. Cover sheet for this binder shall include similar formatting and the following:

Rocky Reach Car Wash Closed Loop Wastewater Treatment System

NAME OF DOCUMENT

(i.e., OPERATIONS AND MAINTENANCE MANUAL, QA/QC, etc)

(NAME OF CONTRACTOR)

CONTRACT NO. 21-11

(Date)


PART 3 - EXECUTION (NOT USED)

APPENDIX

Appendix 013300-1, Contractor Submittal & District Submittal Reply

END OF SECTION


Rocky Reach Car Wash Closed Loop Wastewater Treatment System Section 017700 – Closeout Procedures Page 1 of 4


SECTION 017700 – CLOSEOUT PROCEDURES

TABLE OF CONTENTS

PART 1 - GENERAL 1.01 Submittals ....................................................................................................................... 2 1.02 Related Documents ......................................................................................................... 2 1.03 Record Documents/As-Builts ........................................................................................... 2


PART 3 – EXECUTION 3.01 Maintenance of Record Documents ................................................................................. 3 3.02 Final Cleaning ................................................................................................................. 4




SECTION 017700 – CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.01 SUBMITTALS Informational Submittals, submit prior to application for final payment: A. Record Documents: As Required in the Contract Documents. B. Approved Shop Drawings: As Required in the Contract Documents. C. Certificate and Release (Final Payment): See Contract Documents. D. Extra Materials: As Required by Individual Specification Sections. E. Testing Data.

1.02 RELATED DOCUMENTS Contract Drawings and other provisions of the Contract Documents, including but not limited to Small Works Master Contract General Conditions (GC-) and Specific Requirements (SR-) apply to all sections.

1.03 RECORD DOCUMENTS/AS-BUILTS A. Quality Assurance: Furnish qualified and experienced person, whose duty and

responsibility shall be to maintain Record Documents. B. Accuracy of Records

1. Coordinate changes within Record Documents, making legible and accurate entries on each sheet of drawings and other documents where such entry is required to show change.

2. Purpose of Project Record Documents is to document factual information regarding aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation, and examination.

C. Make entries within 24-hours after receipt of information that a change in the Work has occurred.

D. Prior to submitting each request for progress payment, request District’s review and approval of current status of Record Documents. Failure to properly maintain, update, and submit Record Documents may result in a deferral by District to recommend whole or any part of Contractor’s Application for Payment, either partial or final.




PART 3 - EXECUTION

3.01 MAINTENANCE OF RECORD DOCUMENTS A. General:

1. Promptly following commencement of Contract, secure from District at no cost to Contractor, one (1) complete set of Contract Documents. Contract Drawings will be full size.

2. Label or stamp each Record Document with title, “RECORD DOCUMENTS,” in neat, large printed letters.

3. Record information concurrently with construction progress and within 24-hours after receipt of information that change has occurred. Do not cover or conceal work until required information is recorded.

B. Preservation: 1. Maintain documents in a clean, dry, legible condition and in good order. Do

not use Record Documents for construction purposes. 2. Make documents and samples available at all times for observation by

District. C. Making Entries on Contract Drawings: Using an erasable, colored pencil (not ink

or indelible pencil), clearly describe change by graphic line and note As Required. 1. Color Coding:

a. Green when showing information deleted from Contract Drawings. b. Red when showing information added to Contract Drawings. c. Blue and circled in blue to show notes.

2. Date Entries: Call attention to entry by “cloud” drawn around area or areas affected.

3. Legibly mark actual changes made during construction, including, but not limited to, location of internal utilities and appurtenances concealed in the construction referenced to visible and accessible features of the structure.

D. Changes made by Addenda, Speedy Memo, Field Orders, Work Change Directive, Change Order, and Engineer’s written interpretation and clarification using consistent symbols for each and showing appropriate document tracking number.

E. Dimensions on Schematic Layouts: Show on Record Drawings, by dimension, the centerline of each run of items such as is described in previous subparagraph above.

F. Make identification so descriptive that it may be related reliably to Specifications.



3.02 FINAL CLEANING A. At Completion of the Work or of a part thereof and immediately prior to Contractor’s

request for Certificate of Substantial Completion; or if no certificate is issued, immediately prior to Contractor’s Notice of Completion, clean entire site or parts thereof, as applicable. 1. Leave the Work and adjacent areas affected in a cleaned condition

satisfactory to District. 2. Repair, patch, and touch up marred surfaces to specified finish and match

adjacent surfaces. B. Use only cleaning materials recommended by manufacturer of surfaces to be

cleaned.

END OF SECTION


Rocky Reach Car Wash Closed Loop Wastewater Treatment System Section 260500 – Common Work Results for Electrical Page 1 of 7

DIVISION 26 - ELECTRICAL

SECTION 260500 - COMMON WORK RESULTS FOR ELECTRICAL

Table of Contents

PART 1 - GENERAL

1.01 summary ...................................................................................................................... 2 1.02 Codes and Standards .................................................................................................. 2 1.03 Definitions .................................................................................................................... 2 1.04 Submittals .................................................................................................................... 2 1.05 Project Conditions ........................................................................................................ 3

PART 2 - PRODUCTS

2.01 Source Quality Control ................................................................................................. 3 2.02 Materials ...................................................................................................................... 4 2.03 Components ................................................................................................................ 4 2.04 NEMA Rating ............................................................................................................... 4 2.05 Accessories ................................................................................................................. 4 2.06 Finishes ....................................................................................................................... 5

PART 3 - EXECUTION

3.01 Installation ................................................................................................................... 5 3.02 Field Quality Control .................................................................................................... 6 3.03 Project Record Plans ................................................................................................... 6 3.04 Cleanup and Equipment Protection .............................................................................. 6




SECTION 260500 - COMMON WORK RESULTS FOR ELECTRICAL

PART 1 - GENERAL

1.01 SUMMARY A. Plans are diagrammatic and indicate general arrangements of systems and

equipment, except when specifically dimensioned or detailed. The intention of the plans is to show size, capacity, approximated location, direction and general relationship of one work phase to another, but not exact detail or arrangement.

B. Permits and Fees 1. The Contractor shall coordinate and provide all permits, licenses, approvals,

inspections by the authority having jurisdiction and other arrangements for work on this project and all fees shall be paid for by the Contractor. The Contractor shall include these fees in the bid price.

1.02 CODES AND STANDARDS A. Provide all electrical work in accordance with latest edition of National Electrical

Code, National Electrical Safety Code, Washington State Electrical Code, and local ordinances. If any conflict occurs between government adopted code rules and these specifications, the codes are to govern. All electrical products shall bear a label from a certified testing laboratory recognized by the State of Washington. Recognized labels in the State of Washington are UL, ETL, and CSA-US.

1.03 DEFINITIONS A. Dry Locations: All those indoor areas which do not fall within the definitions below

for wet, damp, or corrosive locations and which are not otherwise designated on the Plans.

B. Wet Locations: All locations exposed to the weather, whether under a roof or not, unless otherwise designated on the Plans.

C. Damp Locations: All spaces wholly or partially underground, or having a wall or ceiling forming part of a channel or tank unless otherwise designated on the Plans.

1.04 SUBMITTALS A. Provide submittals of each item specified in this division to engineer for approval in

accordance with the submittals’ sections of these specifications. Submittals for motor control centers, motor control panels, control panels, instrumentation panels, and pump control panels shall include as a minimum a wiring diagram or connection schematic and an interconnection diagram.

B. Wiring Diagram or Connection Schematic 1. This plan or plans shall include all of the devices in a system and show their

physical relationship to each other including terminals and interconnecting wiring in assembly. This diagram shall be in a form showing interconnecting wiring only by terminal designations (wireless diagram).

C. Interconnection Diagram



1. This diagram shall show all external connections between terminals of equipment and outside points, such as motors and auxiliary devices. References shall be shown to all connection diagrams which interface to the interconnection diagrams. Interconnection diagrams shall be of the continuous line type. Bundled wires shall be shown on a single line with the direction of entry/exit of the individual wires clearly shown. All devices and equipment shall be identified. Terminal blocks shall be shown as actually installed and identified in the equipment complete with individual terminal identification. All jumpers, shielding and grounding termination details not shown on the equipment connection diagrams shall be shown on the interconnection diagrams. Spare wires and cables shall be shown.

D. Submittal information shall be provided to the Owner for the following items: 1. Utility Meter Enclosure 2. Surge Protective Device (SPD) 3. Motor Control Center 4. Variable Frequency Drives 5. Distribution Transformers 6. Branch Circuit Panelboard 7. Circuit Breakers 8. Conduit and Fittings 9. Outlet and Junction Boxes

10. Wire and Cables 11. Switches and Receptacles 12. Light Fixtures 13. Electrical Grounding Components 14. Other Electrical Components listed in this division and/or required by the

Engineer. 1.05 PROJECT CONDITIONS

A. Contractor shall keep all power shutdown periods to a minimum. Carry out shutdowns only after a shutdown schedule has been submitted and approved by the Engineer.

B. Construction Power: Plug and receptacle 120V power is available on-site at most locations. Other power needs for construction shall be the requirements of the Contractor.

PART 2 - PRODUCTS

2.01 SOURCE QUALITY CONTROL A. Provide adequate space and fit for the electrical installation, including, but not

limited to, determination of access-ways and doorways, shipping sections, wall and floor space, and space occupied by mechanical equipment. Provide electrical equipment that fits in the areas shown on the plans. All equipment shall be readily



accessible for maintenance, shall have electrical clearances in accordance with NEC and shall be installed in locations which will provide adequate cooling.

B. Do not use equipment exceeding dimensions indicated or equipment or arrangements that reduce required clearances or exceed specified maximum dimensions unless approved by the Engineer.

C. Identification of Listed Products 1. Electrical equipment and materials shall be listed for the purpose for which

they are to be used, by an independent testing laboratory. When a product is not available with a testing laboratory listing for the purpose for which it is to serve, the inspection authority may require the product to undergo a special inspection at the manufacturer’s place of assembly. All costs and expenses incurred for such inspections shall be included in the original contract price.

2.02 MATERIALS A. Use equipment, materials and wiring methods suitable for the types of locations in

which they will be located, as defined in Definitions above. B. All materials and equipment specified herein shall, within the scope of UL

Examination Services, be approved by the Underwriter’s Laboratories for the purpose for which they are used and shall bear the UL label.

2.03 COMPONENTS A. Fasteners for securing equipment to walls, floors and the like shall be either hot-dip

galvanized after fabrication or stainless steel. Provide stainless steel fasteners in Corrosive locations. When fastening to existing walls, floors, and the like, provide capsule anchors, not expansion shields. Size capsule anchors to meet load requirements. Minimum size capsule anchor bolt is 3/8-inch.

2.04 NEMA RATING A. Unless otherwise noted, provide enclosures as follows:

1. Class 1, Division 1 &2 Locations: NEMA Type 7 2. Indoors unclassified Locations: NEMA Type 12 3. Corrosive Locations: NEMA Type 4X 4. Outdoors and/or Wet Locations: NEMA Type 3R 5. Electrical rooms: NEMA Type 1

2.05 ACCESSORIES A. Wire Identification

1. Identify each wire or cable at each termination and in each pull box using numbered and lettered wire markers. All electrically common conductors shall have the same number. Each electrically different conductor shall be uniquely numbered. Identify panelboard circuits using the panelboard identification and circuit number. Identify motor control circuits using the equipment identification number assigned to the control unit by the motor control center manufacturer and the motor control unit terminal number. Identify other circuits as approved by the Engineer. Identify each wire or cable in each pull box with plastic sleeves having permanent markings.



Conductors between terminals of different numbers shall have both terminal numbers shown at each conductor end. The terminal number closest to the end of the wire shall be the same as the terminal number.

2.06 FINISHES A. Refer to each electrical equipment section of these Specifications for painting

requirements of equipment enclosures. PART 3 - EXECUTION

3.01 INSTALLATION

A. General 1. Complete the wiring, connection, adjustment, calibration, testing and

operation of mechanical equipment having electrical motors and/or built-in or furnished electrical components in accordance with electrical code, UL listing requirements and manufacturer’s instructions. Install electrical components that are furnished with mechanical equipment.

2. Provide the size, type and rating of motor control devices, equipment and wiring necessary to match the ratings of motors furnished with mechanical equipment.

3. Complete the procurement, installation, wiring, connection, calibration, adjustment, testing and operation of all electrical devices, components accessories and equipment which is not shown or specified but which is nonetheless required to make the systems shown and specified properly functional.

B. Workmanship 1. Assign a qualified representative who shall supervise the electrical

construction work from beginning to completion and final acceptance. 2. Provide all labor using qualified craftsmen, who have had experience on

similar projects. 3. Ensure that all equipment and materials fit properly in their installations.

C. Field Services 1. Provide field services of qualified technicians to supervise and check out the

installation of the equipment, to supervise and check out interconnecting wiring, to conduct start-up and operation of the equipment, and to correct any problems which occur during testing and start-up.

D. Installing Equipment 1. Provide the required inserts, bolts and anchors, and securely attach all

equipment and materials to their supports. 2. Install all equipment and junction boxes to permit easy access for normal

maintenance. E. Cutting, Drilling and Welding

1. Provide any cutting, drilling, and welding that is required for the electrical construction work.



2. Structural members shall not be cut or drilled, except when approved by the Engineer. Use a core drill wherever it is necessary to drill through concrete or masonry. Perform patch work with the same materials as the surrounding area and finish to match.

F. Metal Panels 1. Mount all metal panels, which are mounted on, or abutting concrete walls in

damp locations or any outside walls ¼-inch from the wall, and paint the back side of the panels with a high build epoxy primer with the exception of stainless steel panels. Film thickness shall be 10 Mils minimum.

G. Load Balance 1. Balance electrical load between phases as nearly as possible on

panelboards, motor control centers, and other equipment where balancing is required.

2. When loads must be reconnected to different circuits to balance phase loads, maintain accurate record of changes made, and provide circuit directory that lists final circuit arrangement.

3.02 FIELD QUALITY CONTROL A. Minor Deviations

1. The electrical plans are diagrammatic in nature and the location of devices, fixtures and equipment is approximate unless dimensioned. On the basis of this, the right is reserved by the owner to provide for minor adjustments and deviations from the locations shown on the Plans without any extra cost. Deviations from the Plans and/or specifications required by code shall also be done, subsequent to Owner’s approval, without extra cost.

2. Plans indicate the general location and number of the electrical equipment items. When raceway, boxes, and ground connections are shown, they are shown diagrammatically only and indicate the general character and approximate location. Layout does not necessarily show the total number of raceways or boxes for the circuits required. Furnish, install, and place in satisfactory condition all raceways, boxes, conductors and connections, and all of the materials required for the electrical systems shown or noted in the contract documents complete, fully operational, and fully tested upon the completion of the project.

3.03 PROJECT RECORD PLANS A. A set of Plans shall be maintained at the job site showing any deviations in the

electrical systems from the original design. A set of electrical Plans, marked in red to indicate the routing of concealed conduit runs and any deviations from the original design, shall be submitted to the Engineer for review at the completion of the project prior to final acceptance.

B. After testing and acceptance of the project the Contractor shall furnish in the O&M manuals an accurate connection schematic and interconnection diagram for every service entrance panel, pump control panel, motor control center, and instrumentation panel provided this project.

3.04 CLEANUP AND EQUIPMENT PROTECTION



A. Equipment Protection 1. Exercise care at all times after installation of equipment, motor control

centers, control panels, etc., to keep out foreign matter, dust debris, and moisture. Use protective sheet metal covers, canvas, heat lamps, etc., as needed to ensure equipment protection.

B. Cleaning Equipment 1. Thoroughly clean all soiled surfaces of installed equipment and materials

upon completion of the project. Clean out and vacuum all construction debris from the bottom of all equipment enclosures.

C. Painting 1. Repaint any electrical equipment or materials scratched or marred in

shipment or installation, using paint furnished by the equipment manufacturer.

D. Final Cleanup 1. Upon completion of the electrical work, remove all surplus materials, rubbish,

and debris that accumulated during the construction work. Leave the entire area neat, clean and acceptable to the Owner.

END OF SECTION


Rocky Reach Car Wash Closed Loop Wastewater Treatment System Section 260519 – Low-Voltage Electrical Power Conductors and Cables

Page 1 of 4


SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

Table of Contents

PART 1 - GENERAL

1.01 Design Requirements .................................................................................................. 2

PART 2 - PRODUCTS

2.01 Materials ...................................................................................................................... 2

PART 3 - EXECUTION

3.01 Location (Installment) Schedule ................................................................................... 3 3.02 Installation ................................................................................................................... 3 3.03 Testing ......................................................................................................................... 3



Page 2 of 4


SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

PART 1 - GENERAL

1.01 DESIGN REQUIREMENTS A. This section is for power and control conductors for 600 volts or less. B. All conductors shall be copper. Wire or cable not shown on the Contract Drawings

or specified, but required, shall be of the type and size required for the application and in conformance with the applicable code.

PART 2 - PRODUCTS

2.01 MATERIALS A. Conductors

1. Solid and stranded copper wire shall be 600 volt Type THW, THWN, or THHW, Class B stranding, sizes #14 AWG, #12 AWG, and #10 AWG only. Use of THHN insulation shall not be allowed. Aluminum conductors shall not be allowed.

2. Stranded copper wire shall be 600 volt Type XHHW, Class B stranding, sizes #8 AWG and larger. Aluminum conductors shall not be allowed.

B. Splices 1. For Lighting Systems and Power Outlets: Wire nuts shall be twist-on type

insulated connectors utilizing an outer insulating cover and a means for connecting and holding the conductors firmly.

2. All Equipment: Crimp type connectors shall be insulated type, suitable for the size and material of the wires and the number of wires to be spliced and for use with either solid or stranded conductors.

3. All Equipment: Epoxy splice kits shall include epoxy resin, hardener, mold, and shall be suitable for use in wet and hazardous locations.

C. Terminations 1. Crimp type terminals shall be self-insulating sleeve type, with ring or

rectangular type tongue, suitable for the size and material of the wire to be terminated, and for use with either solid or stranded conductors.

2. Terminal lugs shall be split bolt or bolted split sleeve type in which the bolt or set screw does not bear directly on the conductor.

3. Wire Markers shall be plastic sleeve type. Wire numbers shall be permanently imprinted on the markers.

D. Finishes 1. Color Coding: Provide color coding for all circuit conductors. Insulation color

shall be white for neutrals and green for grounding conductors. An isolated ground conductor shall be identified with an orange tracer in the green body. Ungrounded conductor colors shall be as follows:



Page 3 of 4

a. 120/208 Volt, 3 Phase: Red, black and blue. b. 277/480 Volt, 3 Phase: Yellow, brown and orange. c. 120/240 Volt, 1 Phase: Red and black.

PART 3 - EXECUTION

3.01 LOCATION (INSTALLMENT) SCHEDULE A. Provide the following conductors for the following applications

1. Use stranded copper conductors for all power and control circuits unless noted otherwise on Contract Drawings or below. Size as noted on the Contract Drawings.

2. Contractor may use solid copper conductors for lighting and receptacle circuits using screw-type terminals. Size as noted on the Contract Drawings.

3. Size #14 AWG wire or smaller shall not be allowed on power circuits. 3.02 INSTALLATION

A. Conductor Splices 1. Splices: Install all conductors without splices unless necessary for

installation, as determined by the Project Manager. Splices when permitted shall be completed using an Approved splice kit intended for the type o conductor and the application. The splice shall be in accordance with the splice kit manufacturer’s instructions.

2. Underground Splices: All underground outdoor splices when Approved by Project Manager shall be completed in an accessible pullbox or handhole using an Approved watertight epoxy resin splice kit rated for the application up to 600 volts. Splices will not be allowed to be direct buried.

B. Conductor Identification 1. Except for interior lighting and receptacle circuits, identify each wire or cable

at each termination and in each pullbox, junction box, handhole, and manhole using numbered and lettered wire markers. All electrically common conductors shall have the same number. Each electrically different conductor shall be uniquely numbered. Identify panelboard circuits using the panelboard identification and circuit number. Identify motor control circuits using the equipment identification number assigned to the control unit by the motor control center manufacturer and the motor control unit terminal number. Identify other circuits as shown in the circuit schedule as favorably by the Project Manager.

2. Conductors between terminals of different numbers shall have both terminal numbers shown at each conductor end. The terminal number closest to the end of the wire shall be the same as the terminal number.

3.03 TESTING Insulation Resistance Tests: For all circuits 150 volts to ground or more and for all motors circuits over ½ horsepower, test cables per NETA Paragraph 7.3.1. The



Page 4 of 4

insulation resistance shall be 20 megohms or more. Submit results to the Project Manager for review.

END OF SECTION


Rocky Reach Car Wash Closed Loop Wastewater Treatment System Section 260533.10 – Raceway for Electrical Systems Page 1 of 5


SECTION 260533.10 – RACEWAY FOR ELECTRICAL SYSTEMS

Table of Contents

PART 1 - GENERAL

1.01 Design Requirements .................................................................................................. 2

PART 2 - PRODUCTS

2.01 Components ................................................................................................................ 2

PART 3 - EXECUTION

3.01 Raceway Applications .................................................................................................. 3 3.02 Installation ................................................................................................................... 3




SECTION 260533.10 – RACEWAY FOR ELECTRICAL SYSTEMS

PART 1 - GENERAL

1.01 DESIGN REQUIREMENTS A. Conduit sizes not noted on Plans shall be in accordance with NEC requirements

for the quantities and sizes of wire installed therein. PART 2 - PRODUCTS

2.01 COMPONENTS A. Conduit and Fittings

1. Galvanized Rigid Steel (GRS): Rigid conduit shall be steel, hot dipped galvanized inside and out. The GRS must meet USA Standards Institute C80-1 Underwriters Laboratories Standard UL6, and carry a UL label. Use cast threaded hub fittings and junction boxes for all rigid conduit except in locations not permitted by the NEC.

2. PVC Coated Rigid Steel Conduit(PVC-GRS): PVC coated conduit shall meet the GRS standard above plus have a 40 Mil PVC factory applied PVC coating.

3. Nonmetallic Conduit: Nonmetallic Conduit shall be rigid PVC, Schedule 40 (PVC-40) or 80(PVC-80). PVC conduit installed above grade shall be Schedule 80 extra heavy wall 90 degree C. UL listed for aboveground use and UV resistant. Conduit shall be gray in color. Fittings shall be of the same material as the raceway and installed with solvent per the Manufacturer’s instructions. Conduit, fittings and solvent shall all be manufactured by the same Manufacturer.

4. Flexible Metal Conduit (Flex-LT): Flexible conduit shall be interlocking single strip, hot dipped galvanized and shall have a polyvinyl chloride jacket extruded over the outside to form a flexible watertight raceway. Flexible conduit shall be American Brass Company Sealtite Type VA, General Electric Type UA or equal.

B. Conduit & Cable Supports 1. Conduit Supports: Hot dipped galvanized framing channel shall be used to

support groups of conduit. Individual conduit supports shall be one-hole galvanized malleable iron pipe straps used with galvanized clamp backs and nesting backs where required. Conduit support for PVC or PVC coated rigid steel shall be one hole PVC or epoxy coated clamps or PVC conduit wall hangers.

2. Ceiling Hangers: Ceiling hangers shall be adjustable galvanized carbon steel rod hangers. Unless otherwise specified, hanger rods shall be ½-inch all-thread rod and shall meet ASTM A193. Hanger rods in corrosive areas and those exposed to weather or moisture shall be stainless steel.

C. Conduit Sealants



1. Moisture Barrier Types: Sealant shall be a non-toxic, non-shrink, non-hardening, putty type hand applied material providing an effective barrier under submerged conditions.

2. Fire Retardant Types: Fire stop material shall be a reusable, non-toxic, asbestos-free, expanding, putty type material with a 3-hour rating in accordance with UL 1479. Provide products indicated by the manufacturer to be suitable for the type and size of penetration.

PART 3 - EXECUTION

3.01 RACEWAY APPLICATIONS A. Galvanized Rigid Steel (GRS) conduit shall be used in all locations unless noted

otherwise below or on the Plans. B. ABOVE GRADE CONDUITS (non-corrosive areas) shall be:

1. GRS for power and control wiring. 2. GRS for instrumentation and telecommunications wiring.

C. ABOVE GRADE CONDUITS (wet or corrosive areas, NFPA 70 hazardous areas) shall be: 1. PVC-GRS for power and control wiring. 2. PVC-GRS for instrumentation and telecommunications wiring.

D. BELOW GRADE CONDUITS IN DIRECT EARTH (not under slabs-on-grade) shall be: 1. PVC-40 for power and control wiring.

a. Sweeps and risers for transition of PVC from below grade to above grade shall be PVC-GRS.

2. PVC-GRS for instrumentation and telecommunications wiring. E. UNDER SLABS-ON-GRADE CONDUIT shall be:

1. PVC-40 for power and control wiring b. Sweeps and risers for transition of PVC from below grade to above

grade shall be PVC-GRS. 2. PVC-GRS for instrumentation and telecommunications wiring.

F. CONCRETE-ENCASED CONDUITS shall be: 1. PVC-40 for power and control wiring

a. Sweeps and risers for transition of PVC from below grade to above grade shall be PVC-GRS.

2. PVC-40 for instrumentation and telecommunications wiring. a. Sweeps and risers for transition of PVC from concrete-encasement to

above grade shall be PVC-GRS. 3.02 INSTALLATION



A. All conduits shall be concealed in the floor, walls, ceiling slab or beneath the floor slab. Surface mounted conduit will not be accepted unless noted otherwise on the construction plans.

B. Size of Raceways: 1. Raceway sizes as shown on the Plans, if not shown on the Plans, then size in

accordance with NFPA 70. 2. Unless specifically indicated otherwise, the minimum raceway size shall be:

a. Conduit: ¾-inch C. All raceways shall contain a separate grounding conductor. D. Spare conduits shall contain one 3/16-inch diameter nylon pull rope. E. Conduit routing is shown diagrammatic on the Plans. Contractor is responsible for

routing the conduits in a neat manner, parallel and perpendicular to walls and ceilings.

F. Location of conduit ends are shown approximately. Contractor is responsible for ending conduits in location that will not conflict with electrical equipment. Route conduit ends to facilitate ease of equipment maintenance. Conduits extending from the floor to a device shall be located as close as possible to avoid creating a hazard.

G. Conduit shall not be routed on exterior of structures except as specifically indicated on the plans.

H. Where water cannot drain to openings, provide drain fittings in the low spots of the conduit run.

I. Securely fasten raceways at intervals and locations required by NEC, or the type of raceway employed.

J. Provide all required openings in walls, floors and ceilings for conduit penetration. 1. Do not install one (1) inch and larger raceways in or through structural

members (beams, slabs, etc.) unless approved by Engineer. 2. New Construction: Avoid cutting openings, where possible, by setting sleeves

or frames in masonry and concrete, and by requesting openings in advance. 3. Existing Construction: Core drill openings in masonry and concrete. Avoid

structural members and rebar. K. Conduit Encasement or Embedment in the earth shall be separated from the earth

by at least 3-inches of concrete unless otherwise shown on the Plans. Plastic conduit spacers shall be located five feet on centers. The spacers shall be secured to the conduits by wire ties. The conduits shall be watertight.

L. Analog signal conduits shall be separated from power or control conduits. The separation shall be a minimum of 12-inches for metallic conduits and 24-inches for nonmetallic conduits.

M. Plastic raceway joints shall be solvent cemented in accordance with recommendations of raceway manufacturer.

N. All conduit openings shall be sealed with duct seal.



END OF SECTION


Rocky Reach Car Wash Closed Loop Wastewater Treatment System Section 466100 – Filtration Equipment Page 1 of 4

DIVISION 46 – WATER AND WASTEWATER ADVANCED TREATMENT EQUIPMENT

SECTION 466100 – FILTRATION EQUIPMENT

Table of Contents

PART 1 – GENERAL

1.01 Summary .................................................................................................................. 2 1.02 Submittals ................................................................................................................ 2 1.03 Requirements ........................................................................................................... 2

PART 2 – PRODUCTS

2.01 Manufacturers .......................................................................................................... 4


3.01 Installation ................................................................................................................ 4



DIVISION 46 – WATER AND WASTEWATER ADVANCED TREATMENT EQUIPMENT

SECTION 466100 – FILTRATION EQUIPMENT

PART 1 – GENERAL

1.01 SUMMARY This section covers the Rocky Reach Car Wash Closed Loop Wastewater Treatment System.

1.02 SUBMITTALS A. Submittal information shall include the following:

1. Manufacturer’s product data and installation instructions for each type of

equipment. Include both published data and any specific data prepared for this project.

1.03 REQUIREMENTS A. Furnish and install a float activated 120V sump pump (1/2 hp minimum) capable of

transferring wastewater from the existing equipment room pit to the bottom of the clarifier.

B. Furnish and install an oil, water, solids clarifier system. The clarifier system supplied shall be Water Maze CLT-600 or approved equal and include the following:

1. A corrosion resistant, 600-gallon cone shaped, polyethylene oil/solids/water

coalescing separator with the following features:

a. A 600-gallon coalescing separation chamber containing a corrugated coalescing pack of ten settling cones constructed of oleophilic polypropylene material with a minimum of 490 sq. ft. of coalescing surface area.

b. Timer-controlled, air operated, auto purge valve that will automatically purge solids from the bottom of the cone shaped clarifier back to the existing pit.

c. An oil skimmer capable of removing free oil floating to the top. The oil is then directed to a 26-gallon oil decanter with lid for further separation.

d. A four-tube ozone generator with an automatic timer-controlled pump for continuous recirculation of clarifier water thru an injector which gives 99% contact with the water for bacteria and odor control.

e. Maximum flow rate of 30GPM with waste stream changing flow path and traveling up angled polypropylene plates for maximum oil/solids/water separation.

f. Automatic pH controller with peristaltic pump. g. Manufactured in a facility certified to operate under ISO 9001 and ISO 14001

standards.

C. Furnish and install a media filtration and water delivery / management control center that is fully automatic, pre-piped and wired into a single multifunction package on a



skid. The Filtration and Water Management Control center shall be Water Maze REC-ZCF3-30A or approved equal and include the following:

1. Two industrial grade fiberglass-wound media housings. 2. Particulate filtration down to 10 micron utilizing filtration media consisting of

approximately 200 lbs. of gravel and garnet and 200 lbs. of turbidity particulate filtration media.

3. Automatic filtering and backwashing both media housings on a user-programmable basis that includes the following parameters: based on metered volume of filtered water, based on a timed schedule; based on a back-pressure monitor; or manual initiation.

4. 2hp 240V Centrifugal pump, float control, and piping system to pump influent water through the media filters and into a processed water storage tank.

5. Recirculation and filter pump system with automatic controls. 6. Minimum 24-gram / day ozone generator with an automatic timer-controlled

pump for recirculation of ozonated water from and to processed water tank for bacteria and odor control.

7. A fresh-water inlet connection with solenoid and n/c float switch to allow for automatically adding make up water as needed.

8. An excess water discharge outlet with solenoid and float switch. 9. A float switch to disable pumps that pull water from the storage tank in case of

low water condition. 10. Recycle and transfer rate at up to 20 gallons per minute. 11. Manufactured in a facility certified to operate under ISO 9001 and ISO 14001

standards. 12. Pre-tested at factory prior to shipment

D. Furnish and install a 65-gallon poly intermediate water storage tank.

E. Furnish and install black poly 500-gallon processed water storage tank.

F. Uncrate, unpack, and stage equipment for erection. Dispose of all packing.

G. Provide manufactures warranty on parts and 90-day labor warranty upon final

acceptance by the District. H. Provide process system testing, startup, programming, instructions, and operation

of the equipment to the satisfaction of the District. I. 30 Day follow up on-site visit for follow up training and system operational review

and adjustments.

J. The equipment shall be furnished by a company recognized to be in the business of installing and servicing car wash and wash water treatment systems and have a dedicated parts and service department with factory-trained technicians.

K. General electrical work from the existing service panel to the new equipment.

L. General plumbing work connecting the new equipment and the existing water

service and compressed air line.



PART 2 – PRODUCTS

2.01 MANUFACTURERS

A. The car wash closed loop wastewater treatment system shall be Water Maze OR APPROVED EQUAL.


3.01 INSTALLATION

1. Install per manufacturer’s instructions.

END OF SECTION