Advanced Engineering and Environmental Services, LLC 3400 N Ashton Blvd Suite 105, Lehi, UT 84043 Ph: 801-331-8489 Web: www.AE2S.com

Eagle Mountain WWTF Oxidation Ditch Upgrades

PR EP AR ED F OR :

AE2S Project No. P13139-2023-002

Project Manual

SECTION 00 01 05

CERTIFICATIONS PAGE

PLANS AND SPECIFICATIONS FOR EAGLE MOUNTAIN WWTF - OX DITCH

EAGLE MOUNTAIN CITY, UTAH

April 2026

CIVIL ENGINEER

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Utah.

Russell Sprague, AE2S

Date: April 17, 2026 Reg. No. 12623759-2202

Structural Engineering

Kirk Ehlke, AE2S

Date: April 17 , 2026 Reg. No. 11338224-2202

PROCESS ENGINEER

Kelsey Wagner, AE2S

Date: April 17 , 2026 Reg. No. 12134498-2202

ELECTRICAL ENGINEER

Cody Schevich, AE2S

Date: April 17 , 2026 Reg. No. 14196304-2202

END OF CERTIFICATIONS PAGE

Eagle Mountain WWTF

Oxidation Ditch Upgrades

Eagle Mountain City, Utah 00 01 10 - 1

Table of Contents

April 2026

SECTION 00 01 10

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 12 16 WORK SEQUENCE

01 14 00 WORK RESTRICTIONS

01 25 00 SUBSTITUTION PROCEDURES

01 26 00 CONTRACT MODIFICATION PROCEDURES

01 29 00 PAYMENT PROCEDURES

01 29 75 MEASUREMENT AND PAYMENT

01 31 13 PROJECT COORDINATION

01 31 19 PROJECT MEETINGS

01 33 00 SUBMITTAL PROCEDURES

01 40 00 QUALITY REQUIREMENTS

01 45 00 QUALITY CONTROL

01 45 33 CODE-REQUIRED SPECIAL INSPECTIONS AND

PROCEDURES

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 52 00 CONSTRUCTION FACILITIES

01 55 00 VEHICULAR ACCESS AND PARKING AREAS

01 55 29 STAGING AREAS

01 56 00 TEMPORARY BARRIERS AND ENCLOSURES

01 61 00 COMMON PRODUCT REQUIREMENTS

01 65 00 PRODUCT DELIVERY REQUIREMENTS

01 73 29 CUTTING AND PATCHING

01 75 00 STARTING AND ADJUSTING

01 77 00 CLOSEOUT PROCEDURES

Eagle Mountain City, Utah 00 01 10 - 2

Table of Contents

April 2026

01 78 23 OPERATION AND MAINTENANCE DATA

01 79 00 DEMONSTRATION AND TRAINING

01 91 00 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 13 SELECTIVE SITE DEMOLITION

DIVISION 03 - CONCRETE

03 01 00 MAINTENANCE OF CONCRETE

03 10 00 CONCRETE FORMING AND ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

04 05 11 MORTAR AND MASONRY GROUT

04 20 00 UNIT MASONRY

DIVISION 05 – METALS

05 12 00 STRUCTURAL STEEL FRAMING

05 51 33 METAL LADDERS

05 52 13 PIPE AND TUBE RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 71 00 FIBERGLASS REINFORCED GRATING AND STRUCTURAL

SHAPES

DIVISION 08 - OPENINGS

08 31 23 PROCESS FLOOR ACCESS HATCHES

DIVISION 09 - FINISHES

09 90 02 HIGH PERFORMANCE PAINTING AND COATING

DIVISION 26 - ELECTRICAL

26 00 01 ELECTRICAL GENERAL REQUIREMENTS

26 05 02 EXCAVATING, TRENCHING AND BACKFILLING

Eagle Mountain City, Utah 00 01 10 - 3

Table of Contents

April 2026

26 05 10 MOTORS

26 05 19 POWER AND INSTRUMENTATION CABLE - LESS THAN 600V

26 05 34 CONDUIT

26 05 36 CABLE TRAY FOR ELECTRICAL SYSTEMS

26 05 37 BOXES

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 28 13 FUSES

26 28 18 ENCLOSED SWITCHES

26 29 23 VARIABLE FREQUENCY MOTOR CONTROLLERS

26 43 00 SURGE PROTECTIVE DEVICES

DIVISION 31 - EARTHWORK

31 05 13 SOILS FOR EARTHWORK

31 23 13 SUBGRADE PREPARATION

31 23 16 EXCAVATION

31 23 23 FILL AND BACKFILL

31 23 33 TRENCHING AND BACKFILLING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 00.91 PAVEMENT REMOVAL, REPAIR AND SURFACING

32 05 16 AGGREGATES FOR EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 11 27 GRAVEL SUB-BASE, BASE COURSE AND SURFACING

32 12 16 ASPHALT PAVING

32 16 13 CURBS, GUTTERS, AND SIDEWALKS

32 97 00 RESTORATION OF DISTURBED AREAS

Eagle Mountain City, Utah 00 01 10 - 4

Table of Contents

April 2026

DIVISION 33 - UTILITIES

33 05 26 UTILITY IDENTIFICATION

33 05 61 CONCRETE MANHOLES

33 31 19 SITE PIPING

DIVISION 40 - PROCESS INTEGRATION

40 27 00 PROCESS PIPING - GENERAL

40 27 05 PROCESS PIPING SUPPORT SYSTEMS

40 27 10 PROCESS PIPING SPECIALTIES

40 27 20 PROCESS VALVES

40 27 21 PROCESS ELECTRIC ACTUATORS

40 27 60 PROCESS IDENTIFICATION

40 27 97 PROCESS GAUGES

40 27 98 PROCESS PIPE IDENTIFICATION

40 42 80 PROCESS PIPING LEAKAGE TESTING

40 61 13 PROCESS CONTROL SYSTEM GENERAL REQUIREMENTS

40 61 96 PROCESS CONTROL DESCRIPTIONS

40 61 96.111 OXIDATION DITCH PUMP AND VALVING PROCESS CONTROL

DESCRIPTION

40 61 96.112 OXIDATION SWING ZONE AERATION MIXER PROCESS

CONTROL DESCRIPTION

40 61 96.113 TERTIARY TREATMENT FACILITY PROCESS CONTROL

DESCRIPTION

40 63 13 PROCESS CONTROL PANELS AND HARDWARE

40 63 14 JUNCTION BOXES AND CONTROL STATIONS

40 63 43 PROGRAMMABLE LOGIC CONTROLLERS

40 70 01 INSTRUMENTATION GENERAL REQUIREMENTS

40 71 00 FLOW MEASUREMENT

40 72 00 LEVEL MEASUREMENT

Eagle Mountain City, Utah 00 01 10 - 5

Table of Contents

April 2026

40 73 00 PRESSURE MEASUREMENT

40 75 00 PROCESS LIQUID ANALYTICAL MEASUREMENT

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND STORAGE

EQUIPMENT

43 22 70 AUTOMATIC SAMPLER

43 23 31 VERTICAL TURBINE SOLIDS HANDLING PUMPS

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 05 01 WASTEWATER EQUIPMENT GENERAL PROVISIONS

46 41 00 EXISTING AERATION EQUIPMENT

Eagle Mountain WWTF Oxidation Ditch Upgrades Eagle Mountain City, Utah

01 11 00 - 1 Summary of Work April 2026

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 OVERVIEW

A. This section includes:

1. Project Description.

2. Contract Information.

3. Administrative and Procedural Sections.

4. Critical Work Sequences.

1.02 PROJECT DESCRIPTION

GMP No. 2 - Eagle Mountain WWTF Oxidation Ditch Upgrades

The Project Work consists of constructing and performing associated services for work generally described as, but not necessarily limited to, the following: The Work shall be completed under one Contract and consists of all labor, skill and materials required to properly construct the Eagle Mountain WWTF Oxidition Ditch Upgrades (Project). The project includes the construction of one large platforms in the Oxidation Ditch (OXD) thatsupport three (3) vertical turbine solids-handling pumps. Additional work involves retrofitting the existing cannibal tank repurposed as the Oxidation Ditch Swing Zone (OSW) with two (2) existing aerator mixers to increase the capacity of the WWTF.

A. The Work includes the following:

1. Civil earthwork, grading, yard piping, road and asphalt, and demolition.

2. Structural earthwork, foundations, walls and platforms.

3. Process work includes piping, valves, aeration mixers, pumps, and other appurtenances.

4. Electrical, Instrumentation, and Controls includes electrical supply, wiring, cable and conduit, electrical and control panels, lighting, process and mechanical instrumentation, and appurtenances.

1.03 ADMINISTRATIVE AND PROCEDURAL SECTIONS

A. Division 00 – Procurement and Contracting Requirements: All Sections.

B. Division 01 – General Requirements: All Sections.

Eagle Mountain City, Utah

01 11 00 - 2 Summary of Work April 2026

1.04 DESCRIPTION OF WORK FOR ALL CONSTRUCTION

A. General: The following is provided to assist the Bidder in locating the major components and Work associated with the various bid items. It is not intended to provide a list of every drawing or specification that describes work associated with each bid item. In addition to the work shown or specified in the Specifications and Drawings listed below, Bidder shall include all work related to each bid item in the bidder’s price for each bid item including, but not limited to, Division 00, Division 01, Civil, Architectural, Structural, Process, Mechanical, and Electrical.

1. Base Bid:

a. Specifications: All Divisions and Sections:

b. Drawings: All Drawings.

1.05 CRITICAL WORK SEQUENCES

A. Coordinate construction schedule and operations with Owner and Engineer to accommodate Owner occupancy requirements.

B. It is essential to keep the OXD in operation and treating wastewater for the duration of the upgrades project with minimal shutdowns. Any shutdown periods must be coordinated with Owner and Engineer.

C. Work on the OSW can be completed without disrupting wastewater treatment and can be completed first.

PART 2 PRODUCTS

NOT USED.

PART 3 EXECUTION

NOT USED.

END OF SECTION 01 11 00

Eagle Mountain City, Utah

01 12 16 - 1 Work Sequence April 2026

SECTION 01 12 16

WORK SEQUENCE

PART 1 GENERAL

1.01 SUMMARY

A. This Section includes:

1. General Work Sequence.

2. Sequence of Construction.

1.02 GENERAL WORK SEQUENCE

A. Coordinate construction schedule and operations with Owner and Engineer to accommodate Owner occupancy requirements.

B. CMGC shall stockpile excavated material in the temporary and permanent locations as indicated on the Construction Drawings.

C. The existing wastewater system, including treatment facilities, shall remain operational throughout the duration of construction.

D. CMGC shall stay within time restraints for certain construction tasks as identified in the Contract Documents.

E. CMGC shall complete fill and compaction activities appropriately ahead of facility construction as to not delay overall construction sequence.

F. CMGC shall not provide final driveway and sidewalk surfaces prior to completion of major excavation and structure construction activities. One freeze thaw cycle shall be completed on the aggregate base course and first asphalt lift prior to placing final wear course for any asphalt installation.

G. All existing structures shall be protected from damage throughout the duration of the Project. CMGC shall provide shoring, bracing, and/or sheet piling as necessary to protect all the structures during construction.

H. CMGC shall provide Owner and Engineer full access to new and existin facilities for the duration of the project.

I. The Owner will make a reasonable attempt to alter operational procedures, including temporary shutdowns of the existing utilities and facilities, to allow for CMGC work.

J. The work sequence provided below is for the CMGC's information. CMGC shall be free to modify the work sequence to meet CMGC’s needs subject to the approval of the Owner and Engineer, and providing such modifications permit the treatment works to meet all its permits, compliance schedules, and regulations.

The following sequence of work will be necessary to provide uninterrupted

Eagle Mountain City, Utah

01 12 16 - 2 Work Sequence April 2026 treatment. Contractor shall perform tasks in the order indicated. This is not an exhaustive list of all work to be completed, but gives general idea of the sequencing required.

1.03 SEQUENCE OF CONSTRUCTION

A. CMGC shall submit a detailed construction sequence identifying all dates when interruption, temporary or bypass, will occur. Dates shall be updated as construction progresses.

B. Coordinate electrical and mechanical construction sequence with general construction sequencing.

C. CMGC shall perform Construction in a manner allowing for continued operation of all facility components as required. This specifically includes, but is not limited to, continuous operation of the existing treatment facility until the new facility can be brought online. The following construction sequence shall be followed:

1. Relocation of underground utilities, and all other items to allow new Work to proceed as required.

2. All yard piping and appurtenances including connections into existing and new structures and piping as indicated by the Drawings. Yard piping installations affecting roadways shall be completed between spring and fall. Contractor shall be responsible for providing a usable roadway matching pre-construction conditions.

3. Access to the treatment facility and buildings by Owner must be maintained.

4. Electrical and piping connections shall be made to minimize downtime of equipment and processes.

5. Individual unit processes may be tested, but all treatment train units must be prepared for operations prior to full scale testing and operations.

1.04 ELECTRICAL SEQUENCE OF CONSTRUCTION

A. Coordinate electrical construction sequence with general, process, and mechanical sequencing to provide treatment and operation of building systems.

B. Provide temporary wiring to all loads during changeovers and to facilitate new construction. Install and maintain temporary wiring in accordance with NEC Article 305.

C. Where new power distribution and/or motor control equipment is to be installed in place of existing equipment, comply with the following:

1. Install and energize new equipment. Relocate existing equipment if space conflicts occur. Provide temporary feeders as required.

Eagle Mountain City, Utah

01 12 16 - 3 Work Sequence April 2026

2. Transfer loads from existing equipment to new equipment one at a time.

Ensure operation of each load prior to proceeding to next load.

3. Provide temporary control and signal wiring to maintain automatic control of automatically-operated equipment. Maintain safety interlocks for all control circuits.

4. After all loads have been transferred, remove existing equipment and wiring. Permanently wire new equipment.

D. For each treatment process having redundant equipment that is to be used during construction, only one of the redundant equipment items shall be disabled at a time.

E. If equipment is not capable of operating in an automatic mode with personnel and equipment safety devices functional, then it shall be the Contractor’s responsibility to pay any wages resulting from additional manpower or man hours until the normal mode of operation is achieved.

F. WWTF Facility Electric Service, Transformer Installation, and Emergency Generator Construction Sequence

1. Coordinate Work with Owner, Engineer, and Rocky Mountain Power .

PART 2 PRODUCTS

NOT USED.

PART 3 EXECUTION

END OF SECTION 01 12 16

This page intentionally left blank

Eagle Mountain City, Utah

01 14 00 - 1 Work Restrictions April 2026

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.01 SUMMARY

A. This Section includes:

1. CMGC Use of Site and Premises.

2. Owner Occupancy Requirements.

3. Contract.

4. Access to Streets and Highways.

5. Other Construction Requirements.

6. Special Work Requests.

1.02 CMGC USE OF SITE AND PREMISES

A. Limit use of Site and premises to allow:

1. Owner occupancy.

2. Work by Others.

B. Coordinate performance of all Work with Owner operations.

C. Coordinate use of premises under direction of Engineer. CMGC shall confine construction equipment, storage of materials and equipment and operations of workmen to areas permitted by law, ordinances, permits, or requirements of Contract Documents, and shall not unreasonably encumber premises with construction equipment or other materials or equipment.

D. Assume full responsibility for the protection and safekeeping of products under this Contract, stored on the site.

E. Move any stored products, under CMGC's control, which interfere with operations of the Owner.

F. Construction personnel may park only in areas designated by the Owner.

G. Obtain and pay for use of storage or work areas needed for operations.

H. CMGC shall notify and coordinate with Police Department, Fire Department, and Hospital/Ambulance Services. Notice shall include work schedule as construction proceeds, when work affects or obstructs intersections and streets, and when work is completed, or suitable access is available in streets and intersections.

Eagle Mountain City, Utah

01 14 00 - 2 Work Restrictions April 2026

I. CMGC shall provide the name, address, and telephone number of person who has access to equipment and is authorized to make emergency repairs to CMGC's work, such as to correct trench cave-ins, move excavated material, and correct other problems during weekends and off-work hours, so access can be maintained for firefighting equipment, and to maintain barricades for public safety.

J. The CMGC must be satisfied through personal examination of the Site(s) as to all local conditions affecting their performance of the Contract. The CMGC is deemed to accept such conditions as found to exist.

K. The CMGC shall preserve all monuments, benchmarks, reference points, and stakes. In case of destruction thereof, the CMGC will be charged with expense of replacement and shall be responsible for any mistake or loss of time that may be caused. Permanent monuments or benchmarks which must be removed or disturbed shall be protected until properly referenced for relocation. The CMGC shall furnish materials and assistance for the proper replacement of such monuments or benchmarks.

L. Damaged Property:

1. Patch and or clean existing improvements and restore damage of property on, or adjacent to the Site(s) occasioned by the Work, including but not limited to, lawns, walks, driveways, roadways, curbs, pavements, structures, and utilities which are cut or damaged by operations and are not designated for removal, relocation, or replacement in the course of construction.

2. If any direct or indirect damage is done to public or private property resulting from any act, omission, neglect, or misconduct, the CMGC shall restore the damaged property to a condition equal to or better than that existing before the damage at no additional cost to the Owner. Repair, rebuild, or restore property as directed or make good such damage in an acceptable manner.

3. Provide written acceptance of restoration by authority or Owner.

M. Existing Facilities:

1. The CMGC shall take all necessary field measurements affecting all existing construction, wiring, piping, and equipment in this Contract and shall be solely responsible for proper fit between all Work under the Contract and existing structures, piping, and equipment.

2. Dimensions given on the drawings related to existing structures are based upon existing construction record drawings and it shall be the responsibility of the CMGC to verify the accuracy of all dimensions shown

Eagle Mountain City, Utah

01 14 00 - 3 Work Restrictions April 2026 for existing structures, piping, and equipment. Any discrepancies shall be brought to the attention of the Engineer prior to the start of new construction or ordering of any materials. CMGC shall be responsible for any materials ordered that will not fit due to the failure to verify any discrepancies of existing structures, piping, and equipment prior to the start of new construction.

N. Existing Utilities:

1. Existing underground utilities, as shown on the drawings, are located in accordance with available data but locations shall be determined by the CMGC prior to beginning construction. A utility locate is required prior to any excavation.

2. CMGC shall protect all existing utilities and provide temporary removal and replacement or relocation as required for completion of the Work in the contract documents. No additional payment shall be made for this work.

3. Existing utilities not shown on the drawings and requiring relocation shall be exposed by the CMGC without damage. If damaged, the CMGC shall bear the responsibility and cost of repair or replacement.

O. Environmental Resources:

1. Protect environmental resources within the project boundaries and those affected outside the limits of permanent work during the entire period of this Contract. Confine activities to areas defined by the contract documents.

2. Prior to construction, identify all land resources to be preserved within the work area. Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and land forms without permission from the Owner. Do not fasten or attach ropes, cables, or guys to trees for anchorage unless specifically authorized, or where special emergency use is permitted.

3. Protect trees, shrubs, vines, grasses, land forms, and other landscape features shown on the drawings to be preserved by marking, fencing, or using other approved techniques.

4. The erosion and sediment controls selected and maintained by the CMGC shall be such that water quality standards are not violated as a result of the CMGC’s activities. Maintain temporary erosion and sediment control measures such as fencing, berms, dikes, drains, sedimentation

Eagle Mountain City, Utah

01 14 00 - 4 Work Restrictions April 2026 basins, grassing, and mulching, until permanent drainage and erosion control facilities are completed and operative.

5. See Section 01 57 00 for additional requirements.

1.03 OWNER OCCUPANCY REQUIREMENTS

A. Cleanliness is crucial and the CMGC shall maintain a clean and orderly site at all times.

B. Cooperate with Owner to minimize conflict and to facilitate Owner’s operations.

Schedule all Work to accommodate this requirement. No interruption will be permitted which adversely affects the degree of service the Owner provides.

CMGC shall provide temporary facilities and make temporary modifications as necessary to keep the facilities in operation during the construction period.

C. Pre-plan, schedule, coordinate, and stage for required materials, manpower, contractors, subcontractors, etc. to complete critical elements of Work.

D. Existing materials and equipment removed and not reused as part of the Work, and not identified elsewhere in the contract documents for salvage, shall be properly disposed of by the CMGC at no additional cost to Owner.

1.04 ACCESS TO STREETS AND HIGHWAYS

A. Maintain suitable means of access for property owners abutting streets and highways and access roads involved in construction, except as specifically permitted otherwise by Owner.

B. Whenever construction is stopped due to inclement weather, weekends, holidays, or other reasons, suitable access shall be provided for all property owners.

C. Maintain access for firefighting equipment and access to fire hydrants.

D. Maintain two-way traffic at all times during construction on all impacted streets and highways.

1.05 SPECIAL WORK REQUEST

A. Saturday and Sunday work is allowed for the purposes of clean-up work only (no underground work shall be allowed) by the CMGC without prior written approval from the Engineer or Owner. Work shall not start on Saturday or Sunday before

9:00 AM.

B. If the CMGC plans to conduct work other than clean-up work, the CMGC shall submit a Special Work Request to the Engineer and Owner for written approval.

Engineer shall provide the CMGC with the appropriate form. All requests shall be made at least two (2) weeks in advance of scheduled work.

Eagle Mountain City, Utah

01 14 00 - 5 Work Restrictions April 2026

C. Special Work Request restrictions shall apply for North Dakota state observed holidays. CMGC shall submit a Special Work Request if work is scheduled for these dates.

PART 2 PRODUCTS

NOT USED.

PART 3 EXECUTION

END OF SECTION 01 14 00

Eagle Mountain City, Utah

01 25 00 - 1 Substitution Procedures April 2026

SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

2.01 GENERAL REQUIREMENTS

A. A Substitution Request for products, assemblies, materials, and equipment constitutes a representation that the submitter:

1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product, equipment, assembly, or system.

2. Agrees to provide the same warranty for the substitution as for the specified product.

3. Agrees to coordinate installation and make changes to other work that may be required for the work to be complete, with no additional cost to Owner.

4. Waives claims for additional costs or time extension that may subsequently become apparent.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Burden of proof is on proposer.

C. Content: Include information necessary for tracking the status of each Substitution Request, and information necessary to provide an actionable response.

D. Limit each request to a single proposed substitution item.

2.02 RESOLUTION

2.03 ACCEPTANCE

END OF SECTION 01 25 00

Eagle Mountain City, Utah

01 26 00 - 1 Contract Modification Procedures April 2026

SECTION 01 26 00

CONTRACT MODIFICATION PROCEDURES

PART 1 GENERAL

1.01 SUMMARY

A. Section includes:

1. Submittals.

2. Documentation of Change in Contract Price and Contract Time.

3. Change Procedures.

4. Work Change Directive.

5. Stipulated Price Change Order.

6. Time and Material Change Order.

7. Execution of Change Orders.

8. Correlation of Contractor Submittals.

B. Related Sections include:

1. Section 00 52 00 – Agreement Form.

2. Section 00 63 49 – Work Change Directive Form.

3. Section 00 63 63 – Change Order Form.

4. Section 00 72 00 – General Conditions.

5. Section 00 73 00 – Supplementary Conditions.

6. Section 01 29 00 – Payment Procedures.

7. Section 01 33 00 – Submittal Procedures.

8. Section 01 61 00 – Common Product Requirements.

9. Section 01 77 00 – Closeout Procedures.

1.02 SUBMITTALS

A. Submit name of the individual authorized to receive change documents, and be responsible for informing others in CMGC's employ or Subcontractors of changes to the Work.

Eagle Mountain City, Utah

01 26 00 - 2 Contract Modification Procedures April 2026

B. Change Order Forms: Engineers Joint Contract Document Committee (EJCDC) form C-941 (2018 Edition).

1.03 DOCUMENTATION OF CHANGE IN CONTRACT PRICE AND CONTRACT TIME

A. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in the Work.

B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation.

C. Provide additional data to support computations:

1. Quantities of products, labor, and equipment.

2. Taxes, insurance, and bonds.

3. Overhead and profit (in accordance with provisions of Section 00 72 00 – General Conditions).

4. Justification for any change in Contract Time.

5. Credit for deletions from Contract, similarly documented.

D. Support each claim for additional costs, and for work done on a time and material basis, with additional information:

1. Origin and date of claim.

2. Dates and times work was performed, and by whom.

3. Time records and wage rates paid.

4. Invoices and receipts for products, equipment, and subcontracts, similarly documented.

1.04 CHANGE PROCEDURES

A. The Engineer will advise of minor changes in the Work not involving an adjustment to Contract Price or Contract Time by issuing supplemental instructions.

B. The Engineer may issue a Proposal Request that includes a detailed description of a proposed change with supplementary or revised Drawings and specifications and a change in Contract Time for executing the change. CMGC will prepare and submit an estimate within five (5) days.

C. The CMGC may propose a change by submitting a request for change to the Engineer, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract

Eagle Mountain City, Utah

01 26 00 - 3 Contract Modification Procedures April 2026

Price and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors.

1.05 WORK CHANGE DIRECTIVE

A. Engineer may issue a document, signed by the Owner, instructing the CMGC to proceed with a change in the Work, which may require subsequent inclusion in a Change Order if any change in Contract Price or Contract Time is required.

B. The document will describe changes in the Work, and will designate method of determining any change in Contract Price or Contract Time. A work change directive will not include any change in Contract Price or Contract Time without written notice and approval by the Engineer for inclusion in a Change Order.

C. Promptly execute the change in Work.

1.06 STIPULATED PRICE CHANGE ORDER

A. Based on Proposal Request and CMGC's fixed price quotation or based on CMGC's request for a Change Order as approved by Engineer.

1.07 TIME AND MATERIAL CHANGE ORDER

A. Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.

B. Engineer will determine the change allowable in Contract Price and Contract Time as provided in the Contract Documents.

C. Maintain detailed records of work done on Time and Material basis.

D. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work.

1.08 EXECUTION OF CHANGE ORDERS

A. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in Conditions of the Contract. The form to be used shall be that indicated in Paragraph 1.02.B of this Section. Engineer will then present the proposed signed Change Order to Owner for approval. Upon obtaining approval, the Change Order will be submitted to the Owner for signatures as provided in Conditions of Contract.

1.09 CORRELATION OF CMGC SUBMITTALS

A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Price.

B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

Eagle Mountain City, Utah

01 26 00 - 4 Contract Modification Procedures April 2026

C. Promptly enter changes in Project Record Documents.

PART 2 PRODUCTS

NOT USED.

PART 3 EXECUTION

END OF SECTION 01 26 00

Eagle Mountain City, Utah

01 29 00 - 1 Payment Procedures April 2026

SECTION 01 29 00

PAYMENT PROCEDURES

PART 1 - GENERAL

1.01 SUMMARY

A. Section includes:

1. Format and Preparation of Applications.

2. Schedule of Values

3. Submittal Procedures.

4. Substantiating Data.

B. Related Sections include:

1. Section 00 52 00 – Agreement.

2. Section 00 72 00 – General Conditions.

3. Section 01 26 00 – Contract Modification Procedures.

4. Section 01 33 00 – Submittal Procedures.

5. Section 01 77 00 – Closeout Procedures.

1.02 FORMAT AND PREPARATION OF APPLICATIONS

A. Utilize: Engineers Joint Contract Document Committee (EJCDC) Application for Payment Form (C-620, 2018 Edition).

B. Preparation

1. Present required information in typewritten form.

2. Execute certification by signature of authorized officer.

3. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored Products.

4. List each authorized Change Order as an extension on Continuation Sheet, listing Change Order number and dollar amount as for an original item of Work.

5. Prepare Application for Final Payment as specified in Section 01 77 00.

Eagle Mountain City, Utah

01 29 00 - 2 Payment Procedures April 2026

1.03 SCHEDULE OF VALUES

A. Submit:

1. Typed schedule of values in format similar to EJCDC Application for Payment (C-620, 2018 Edition).

2. In duplicate within 15 days after date of Owner-Contractor Agreement.

B. Format:

1. Utilize the Table of Contents within Contract Documents.

2. Identify line items corresponding with number and title of Specification Section.

3. Identify site mobilization, bonds, and insurance.

4. Include within each line item a direct proportional amount of Contractor's overhead and profit.

C. Revise Schedule of Values to list approved Change Orders, and submit with each Application for Payment.

1.04 SUBMITTAL PROCEDURES

A. Submittals

1. Three (3) copies of each Application for Payment.

2. Updated construction schedule with each Application for Payment.

3. Payment Periods: As stipulated in the Agreement.

4. Submit with transmittal letter as specified for Submittals in Section 01 33 00.

5. Administrative actions which must precede or coincide with submittal of final application for payment include:

a. Submit lien waivers, warranties and bonds, and project record documents with final application for payment.

b. Completion of all work not included in substantial completion as defined in General and Supplementary Conditions.

c. Completion of project closeout procedures as indicated in Section 01 77 00.

d. Removal of temporary facilities and services.

e. Removal of surplus materials, rubbish, or similar elements.

f. Final cleaning.

g. Transmittal of project construction record documents to Owner and Engineer.

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01 29 00 - 3 Payment Procedures April 2026

h. Consent of surety for final payment.

1.05 SUBSTANTIATING DATA

A. When Engineer requires substantiating information, submit data justifying dollar amounts in question.

B. Beginning with the second Application for Payment, each Application shall include an affidavit from Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor’s legitimate obligations associated with prior Applications for Payment.

C. Provide one (1) copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description.

D. Provide copies of invoice(s) for payment of materials stored on-site. Payment will not be made for materials that are not stored on-site or within a bonded warehouse that has been approved by Engineer and Owner.

E. Contractor shall supply substantiating information in compliance with federal and state requirements for monthly utilization reports and weekly prevailing wage and labor rates for laborers on-site.

PART 2 - PRODUCTS

NOT USED

PART 3 - EXECUTION

NOT USED

END OF SECTION 01 29 00

Eagle Mountain City, Utah

01 29 75 - 1 Measurement and Payment April 2026

SECTION 01 29 75

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes:

1. Measurement and payment criteria applicable to the Work.

2. Defect assessment and non payment for rejected Work.

B. Related Sections

1. Section 00 41 00 – Bid Form.

2. Section 00 52 00 – Agreement.

3. Section 00 72 00 – General Conditions.

4. Section 00 73 00 – Supplementary Conditions.

5. Section 01 11 00 – Summary of Work.

6. Section 01 26 00 – Contract Considerations and Alternates.

7. Section 01 29 00 – Payment Procedures.

1.02 AUTHORITY

A. The Engineer and Owner will make final determinations regarding the completeness of Work, and subsequent payment of such Work.

B. The Engineer and Owner will take all measurements and compute quantities accordingly.

C. Contractor shall assist by providing necessary measurements, supporting data, and field data as required.

1.03 BID ITEMS

A. Quantities indicated in the Bid Form are for Bidding and contract purposes only.

Quantities and measurements supplied or placed in the Work and verified by the Engineer shall determine payment.

B. If the actual Work requires more or fewer quantities than those quantities indicated, provide the required quantities at the unit prices contracted.

C. No other items of Work required by the Drawings or Specifications shall be measured or paid for separately, but shall be included as part of the listed item to which the Work pertains. Failure to list all such related Work in the following

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01 29 75 - 2 Measurement and Payment April 2026 descriptions of items shall not invalidate this stipulation nor relieve the Contractor from his obligation for such Work.

1. Bonding & Insurance

2. Mobilization & Demobilization

a. See 1.08B of this Section.

3. Construction Surveying & Staking

a. Includes all labor, materials, equipment, and supplies to perform construction staking, generate as-built survey data, and provide redlines for as-build drawings.

4. Quality Control (Third Party Inspections).

a. Includes all third-party inspections required by Project Specifications.

5. Demolition & Disposal

a. Includes all labor, materials, equipment, and supplies to perform selective site demolition and properly salvage or dispose of demolished items and materials in accordance with 02 41 13 - Selective Site Demolition.

6. Building Domestic and Utility Water System

a. Includes all labor, materials, equipment, and supplies to install and commission both culinary and process water connections.

b. This does not include site piping for the water systems.

7. Exterior & Interior Building Lighting

a. Includes all labor, materials, equipment, and supplies to install both internal and external lighting for the facility as shown in the Project Drawings.

8. VorTech VPA-S (Fully Equipped)

a. Includes all labor, materials, equipment, and supplies to install and commission VorTech VPA-S

b. See 01 23 00 - Alternates for Bid Alternates.

9. VorTech Platform System

a. Includes all labor, materials, equipment, and supplies to install the platforms for the disk filter units as shown in the Project Drawings.

10. Process Piping & Appurtenances

a. Includes all labor, materials, equipment, and supplies to install and commission all process piping with associated appurtenances, including pipe supports, valves, couplings, and pressure gauges as shown in the Project Drawings.

11. EI&C Equipment & Conduit

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01 29 75 - 3 Measurement and Payment April 2026

a. Includes all labor, materials, equipment, and supplies to install and commission all electrical service components including associated cabling, all facility electrical components including transformers, MCC, and panelboards with associated cabling and equipment terminations, grounding, lighting, and all instrumentation and network circuiting as shown in the Project Drawings.

b. This does not include SCADA control panels, programming, nor integration.

12. Site Electrical Service, Conduit & Grounding

a. Includes all labor, materials, equipment, and supplies to install all conduit and grounding components.

13. Exterior Concrete

a. Includes all labor, materials, equipment, and supplies to form, pour, and finish exterior concrete surfaces, including walkways and driveways.

14. Exterior Asphalt Pavement

a. Includes all labor, materials, equipment, and supplies to prepare the subgrade, install base layers, and apply and finish asphalt pavement.

15. Site Grading/Drainage

a. Includes all labor, materials, equipment, and supplies to perform site grading and install drainage systems to ensure proper water runoff and site leveling.

16. Site Culinary Connections

a. Includes all labor, materials, equipment, and supplies to install and commission all piping with associated appurtenances, including valves, couplings, and process equipment as shown in the Project Drawings.

17. Site Process Water Connections

a. Includes all labor, materials, equipment, and supplies to install and commission all piping with associated appurtenances, including valves, couplings, and process equipment as shown in the Project Drawings.

18. Allowances (SCADA Integration, Dorsett Controls)

a. Allocation in bid to provide all labor, materials, equipment, and supplies to install and commission the SCADA control panels with all associated hardware, software, programming, and all other items related to full SCADA integration.

b. Dorsett Controls is the preferred SCADA provider for the City.

c. See 01 21 00 - Allowances.

19. Bid Alternate No. 1

a. Alternate Manufacturer of

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01 29 75 - 4 Measurement and Payment April 2026

1) Includes all labor, materials, equipment, and supplies to install and commission of two (2) jet aerators.

20. Bid Alternate No. 2

a. Alternate Manufacturer of

1) Includes all labor, materials, equipment, and supplies to install and commission of one (1) Hyperclassic.

1.04 PAYMENT

A. Payment includes: Full compensation for all required mobilization, bonding, insurance, labor, skill, products, tools, equipment, rentals, transportation, services, incidentals, erection, application and installation of the Work; submittal of Shop Drawings, product data and operation and maintenance data or manuals, record data, start-up and system demonstration, where required, warranties, overhead and profit.

B. Final Payment for Work will be made on the basis of the Work accepted by the Engineer and Owner.

1.05 EXCAVATION AND TRENCHING

A. Except where otherwise specified, the unit or lump sum price for each item of Work which involves excavation or trenching shall include all costs for such Work. No separate payment shall be made for excavation or trenching.

1.06 DEFECT ASSESSMENT

A. Replace the Work or portions of the Work not conforming to specified requirements.

B. If, in the opinion of the Engineer, it is not practical to remove and replace the Work, the Engineer will direct one of the following remedies:

1. The defective Work may remain, but the price will be adjusted to a new price at the discretion of the Engineer and Owner.

2. The defective Work will be partially repaired to the satisfaction of the Engineer and Owner, and the price will be adjusted at the discretion of the Engineer and Owner.

C. The authority of the Engineer and Owner to assess the defect and determine payment adjustment is final.

1.07 NON-PAYMENT FOR REJECTED PRODUCTS

A. Payment will not be made for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined as unacceptable before or after placement.

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01 29 75 - 5 Measurement and Payment April 2026

3. Products not completely unloaded from the transporting vehicle.

4. Products placed beyond the lines and levels of the required Work.

5. Products remaining on hand after completion of the Work.

6. Loading, hauling, and disposing of rejected Products.

1.08 SCHEDULE OF PRICES

A. Bonding:

1. This item shall consist of all bonding and insurance for all Work included within the Construction Contract. The bonding and insurance shall be limited to five percent (5%) of the total Contract Bid Price.

B. Mobilization:

1. This item shall consist of all Work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to and from the Project Site; for the establishment and subsequent removal of all offices and storage facilities, Contractor's buildings, and other facilities necessary for Work on the project; and for all licenses, fees, and permits; and for all other Work and operations which must be performed, or costs incurred, prior to beginning and after completion of Work on the various items on the Project Site.

2. Partial payments for mobilization will be made on the basis of:

a. 50% of the contract amount when the work is 10% complete

b. 75% of the contract amount when the work is 50% complete

c. 100% of the contract amount when 100% of the work is complete.

3. Upon completion of all Work on the Project, payment of any amount bid for mobilization in excess of 10 percent of the total contract amount will be paid.

1.09 CHANGES IN PLAN QUANTITY

A. Plan quantities are based on assumed existing conditions and/or as stated in payment sections or notes. An increase or decrease from the number of units shown in the Bid Form shall not cause a change in the unit price except as allowed by the General Conditions.

1.10 INCIDENTAL ITEMS

A. Work required by the Contract Documents but not listed as a bid item shall be considered incidental to the Contract.

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01 29 75 - 6 Measurement and Payment April 2026

B. Clean-up and restoration of all Work areas, storage areas, and traffic and haul routes shall be considered incidental to the Contract, and shall be performed as required by the Contract Documents or as directed by the Engineer.

C. Repair of new and existing surfaces or features damaged by Contractor’s Work operations shall be performed incidental to the Contract, and shall consist of restoration in-kind to the satisfaction of the Engineer.

PART 2 PRODUCTS

NOT USED.

PART 3 EXECUTION

END OF SECTION 01 29 75

Eagle Mountain City, Utah

01 31 13 - 1 Project Coordination April 2026

SECTION 01 31 13

PROJECT COORDINATION

PART 1 GENERAL

1.01 SUMMARY

A. This Section includes:

1. Coordination and project conditions.

2. Field engineering.

B. Related Sections include:

1. Section 01 10 00 – Summary of Work.

2. Section 01 29 00 – Payment Procedures.

3. Section 01 33 00 – Submittal Procedures.

4. Section 01 77 00 – Closeout Procedures.

1.02 COORDINATION AND PROJECT CONDITIONS

A. General:

1. Coordinate scheduling, submittals, and Work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

2. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate Work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

3. Coordinate space requirements, supports, and installation of mechanical and electrical Work that are indicated diagrammatically on Drawings.

Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

4. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements.

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01 31 13 - 2 Project Coordination April 2026

5. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion and for portions of Work designated for Owner's partial occupancy.

6. Coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

B. Responsibilities of the CMGC :

1. Afford other Contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their Work.

2. Connect and coordinate Work with other Contractors Work as required by the Contract Documents.

3. Allocate and coordinate use of Site for field offices and construction trailers and for access, traffic, and parking facilities.

4. Instruct and coordinate the use of temporary utilities and construction facilities.

5. Coordinate field engineering and layout Work.

6. Verify all shop drawing dimensions.

7. Coordinate the Work of the individual Contractors.

8. Submit (and revise) progress schedule in accordance with Section 01 33 00 – Submittal Procedures coordinating the entire project construction schedule.

9. Organize and submit Applications for Payment. Submit applications on EJCDC C-620 forms for review by Engineer.

10. Submit shop drawings, product data, and samples in accordance with Section 01 33 00 – Submittal Procedures.

11. Submit request for interpretation of Contract Documents and obtain instructions through Engineer.

12. Process requests for Change Orders through Engineer.

13. Organize all closeout submittals and preliminary inspection reports for transmittal to Engineer. Organize all record drawings and submit to Engineer. Review all drawings before submitting to Engineer.

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01 31 13 - 3 Project Coordination April 2026

14. Notify Engineer when all trades are ready for final inspection and organize Substantial and Final inspections.

15. Provide record drawing information to Engineer.

16. Ensure punch list items are completed prior to scheduling final inspection by Engineer.

1.03 FIELD ENGINEERING

A. The Owner and Engineer will provide control datum for construction is that shown on Drawings.

B. CMGC shall locate and protect survey control and reference points.

C. CMGC will provide services of a licensed surveyor in order to establish required elevations, lines and levels utilizing recognized engineering practices. The CMGC is required to install work per drawings dimensions and elevations.

D. CMGC shall confirm Drawing dimensions and elevations. Notify Engineer concerning errors or ambiguities.

E. Site service utilities are shown in their approximate locations on the Drawings.

CMGC shall be responsible to field verify all utility locations as required to accommodate construction activities.

PART 2 PRODUCTS

NOT USED.

PART 3 EXECUTION

END OF SECTION 01 31 13

Eagle Mountain City, Utah

01 31 19 - 1 Project Meetings April 2026

SECTION 01 31 19

PROJECT MEETINGS

PART 1 GENERAL

1.01 SUMMARY

A. This Section includes:

1. Preconstruction meeting.

2. Site mobilization meeting.

3. Progress meetings.

4. Pre-installation meeting.

B. Related Sections include:

1. Section 01 10 00 – Summary of Work.

2. Section 01 77 00 – Closeout Procedures.

1.02 PRECONSTRUCTION MEETING

A. Engineer will schedule a preconstruction kick-off meeting after Notice of Award.

B. Attendance required by

1. CMGC.

2. CMGC’s superintendent.

3. Owner.

4. Engineer.

5. Major Subcontractor(s).

C. Agenda:

1. Contract Forms and Conditions of the Contract.

2. Distribution of Contract Documents.

3. Submission of list of Subcontractors, list of products, schedule of values, and progress schedule.

4. Designation of personnel representing the parties in Contract, and the Engineer.

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01 31 19 - 2 Project Meetings April 2026

5. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

6. Scheduling.

7. Use of premises by Owner and CMGC.

8. Survey and construction staking.

9. Site security, public access, and mobility.

10. Procedures for testing.

11. Inspection, testing, and acceptance of materials during construction.

12. Procedures for maintaining record documents.

13. Requirements of the primacy agencies.

D. Engineer will record minutes and distribute copies after meeting within fourteen

(14) days to participants and those affected by decisions made.

1.03 PROGRESS MEETINGS

A. Engineer will:

1. Schedule and administer meetings at the Project site throughout progress of the Work at weekly intervals, or as deemed necessary by the Engineer.

2. Make arrangements for hosting meetings.

B. Attendance required by:

1. CMGC

2. CMGC(s) Job Superintendent.

3. Owner.

4. Engineer.

5. Major Subcontractors and suppliers.

6. Others as appropriate to agenda topics for each meeting.

C. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

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01 31 19 - 3 Project Meetings April 2026

3. Field observations, problems, and decisions.

4. Identification of problems which impede planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of off-site fabrication and delivery schedules.

7. Maintenance of progress schedule.

8. Corrective measures to regain projected schedules.

9. Planned progress during succeeding Work period.

10. Coordination of projected progress.

11. Maintenance of quality and Work…