6-3-DA26052-26189700 Approved Specifications.pdf

WASHBURN BUILDING

ENTRANCE ADDITION

PROJECT MANUAL

DFCM Project No. 26189700

July 10, 2026

PROJECT TEAM

DFCM: Project Manager Rob Robinson 801-706-5966 rdrobinson@utah.gov

Architect: CRSA Kathryn Anderson 801-355-5915 kathryn@crsa.com

Civil Engineer: Ensign Engineering Kelly Crane 801-255-0529 kcrane@ensignutah.com

Landscape Architect: Loci Michael Budge 801-906-0399 mbudge@loci-slc.com

Structural Engineer: Reaveley Engineers Justin Nadauld 801-486-3883 jnadauld@reaveley.com

Mechanical Engineer: Heath Engineering Jason Wendel 801-322-0487 rkesler@heatheng.com

Plumbing Engineer: Heath Engineering Rob Kesler 801-322-0487 rkesler@heatheng.com

Electrical Engineer: Heath Engineering Robert Hillyer 801-322-0487 bhillyer@heatheng.com

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/13/2026

REVIEWED FOR CODE

COMPLIANCE

25-026 Snow College Washburn Addition TABLE OF CONTENTS 07-10-2026

TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 72 00 GENERAL CONDITIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY

01 20 00 PRICE AND PAYMENT PROCEDURES

01 23 00 ALTERNATES

01 25 00 SUBSTITUTION PROCEDURES

01 32 16 CONSTRUCTION PROGRESS SCHEDULE

01 40 00 QUALITY REQUIREMENTS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 51 00 TEMPORARY UTILITIES

01 52 13 FIELD OFFICES AND SHEDS

01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL

01 58 13 TEMPORARY PROJECT SIGNAGE

01 60 00 PRODUCT REQUIREMENTS

01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS

01 78 00 CLOSEOUT SUBMITTALS

01 79 00 DEMONSTRATION AND TRAINING

01 91 15 BUILDING ENCLOSURE COMMISSIONING REQUIREMENTS

01 91 17 BUILDING ENCLOSURE FUNCTIONAL PERFORMANCE TESTING

REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 00 PRECAST CONCRETE SITE WALL

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

04 26 13 MASONRY VENEER

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL FRAMING

05 31 00 STEEL DECKING

05 40 00 COLD-FORMED METAL FRAMING

05 51 33 METAL LADDERS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 16 00 SHEATHING - USG

06 41 00 ARCHITECTURAL WOOD CASEWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 21 00 THERMAL INSULATION

07 27 00 AIR BARRIERS

07 42 13 FORMED METAL WALL PANELS

07 42 43 HPLC WALL & CEILING PANELS

07 53 00 ELASTOMERIC MEMBRANE ROOFING

07 62 00 SHEET METAL FLASHING AND TRIM

07 92 00 JOINT SEALANTS

07 95 13 EXPANSION JOINT COVER ASSEMBLIES

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 16 FLUSH WOOD DOORS

08 18 16 SLIDING GLASS DOORS

08 31 00 ACCESS DOORS AND PANELS

08 41 26 ALL-GLASS ENTRANCES AND STOREFRONTS

08 41 27 ALL-GLASS VESTIBULE SYSTEMS

08 43 13 ALUMINUM-FRAMED STOREFRONTS

08 44 13 GLAZED ALUMINUM CURTAIN WALLS

08 71 00 DOOR HARDWARE

08 80 00 GLAZING

08 91 00 LOUVERS

DIVISION 09 - FINISHES

09 21 16 GYPSUM BOARD ASSEMBLIES

09 23 00 SEAMLESS ACOUSTIC SYSTEM 2

09 30 00 TILING

09 51 00 ACOUSTICAL CEILINGS

09 64 29 WOOD STRIP AND PLANK FLOORING

09 65 00 RESILIENT FLOORING

09 68 13 TILE CARPETING

09 83 16 SPRAY-ON ACOUSTICAL INSULATION

09 91 23 INTERIOR PAINTING

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 44 00 FIRE PROTECTION SPECIALTIES

10 56 17 WALL MOUNTED STANDARDS AND SHELVING

DIVISION 11 - EQUIPMENT

11 90 00 OTHER EQUIPMENT KITCHEN

DIVISION 12 - FURNISHINGS

12 24 00 WINDOW SHADES - MECHOSHADE SYSTEMS

12 36 00 COUNTERTOPS

DIVISION 21 - FIRE SUPPRESSION

21 13 13 FIRE SPRINKLER SYSTEM

DIVISION 22 - PLUMBING

22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND

EQUIPMENT

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 07 19 PLUMBING PIPING INSULATION

22 10 05 PLUMBING PIPING

22 11 19 DOMESTIC WATER PIPING SPECIALTIES

22 13 19 SANITARY WASTE PIPING SPECIALTIES

22 14 23 STORM DRAINAGE PIPING SPECIALTIES

22 30 00 PLUMBING EQUIPMENT

22 40 00 PLUMBING FIXTURES

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 00 00 GENERAL MECHANICAL REQUIREMENTS

23 01 00 OPERATION AND MAINTENANCE MANUALS

23 05 13 MOTORS, DRIVES & ELECTRICAL REQUIREMENTS FOR

MECHANICAL WORK

23 05 16 METERS

23 05 19 THERMOMETERS AND PRESSURE GAUGES

23 05 23 VALVES

23 05 29 MECHANICAL SUPPORTING DEVICES

23 05 48 MECHANICAL SOUND, VIBRATION AND SEISMIC CONTROL

23 05 53 MECHANICAL IDENTIFICATION

23 05 93 SYSTEM COMMISSIONING, TESTING AND BALANCING

23 07 00 MECHANICAL INSULATION

23 09 00 MECHANICAL CONTROL SYSTEMS

23 09 23 DIRECT DIGITAL CONTROL SYSTEMS (DDC)

23 09 33 ELECTRIC CONTROL SYSTEMS

23 20 00 GENERAL PIPES AND FITTINGS

23 21 13 HYDRONIC PIPING AND SPECIALTIES

23 31 00 DUCTWORK

23 33 00 DUCTWORK ACCESSORIES

23 34 23 POWER VENTILATORS

23 37 13 AIR OUTLETS AND INLETS

23 73 00 PACKAGED AIR HANDLING UNITS

DIVISION 26 - ELECTRICAL

26 05 00 ELECTRICAL GENERAL PROVISIONS

26 05 01 MECHANICAL AND ELECTRICAL COORDINATION

26 05 02 SUBMITTALS, O&M, AND SPARE PARTS

26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND

CABLES

26 05 23 CONTROL VOLTAGE ELECTRICAL POWER CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 05 44 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS

AND CABLING

26 05 48.16 SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 08 50 LIGHTING QUALITY ASSURANCE AND FINAL ADJUSTMENT

REVIEW

26 09 05 LIGHTING CONTROL NARRATIVE

26 09 29 LIGHTING CONTROL SYSTEM

26 18 39 MOTORS AND MOTOR STARTERS

26 24 16 PANELBOARDS

26 24 17 DISTRIBUTION PANELBOARDS

26 27 26 WIRING DEVICES

26 28 13 FUSES

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 43 13 SURGE PROTECTION FOR LOW VOLTAGE ELECTRICAL POWER

CIRCUITS

26 51 13 INTERIOR LUMINAIRES

DIVISION 27 - COMMUNICATIONS

27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS

27 05 29 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS

27 05 44 SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS

PATHWAYS AND CABLING

27 05 48.16 SEISMIC CONTROLS FOR COMMUNICATIONS SYSTEMS

27 15 00 COMMUNICATIONS HORIZONTAL CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 00 ACCESS CONTROL

28 13 01 ACCESS CONTROL COMMUNICATIONS CONDUCTORS AND

CABLES

28 20 00 VIDEO SURVEILLANCE

28 31 00 FIRE DETECTION AND ALARM

28 31 11 BUILDING INTRUSION DETECTION

28 40 50 CONDUCTORS AND CABLES FOR FIRE DETECTION AND ALARM

28 46 00 FIRE DETECTION AND ALARM

DIVISION 31 - EARTHWORK

31 10 00 SITE CLEARING

31 20 00 EARTH MOVING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 13 13 CONCRETE PAVING

32 13 73 CONCRETE PAVING JOINT SEALANTS

32 14 00 UNIT PAVING

32 17 23 PAVEMENT MARKINGS

32 17 26 TACTILE WARNING SURFACING

32 33 00 SITE FURNISHINGS

32 84 00 PLANTING IRRIGATION

32 91 15 SOIL PREPARATION

32 92 00 TURF AND GRASSES

32 93 00 PLANTS

32 93 13.10 CRUSH STONE PAVING

32 94 51 SOIL CELLS

32 94 56 PLANTING SOIL FOR SOIL CELLS

DIVISION 33 - UTILITIES

33 01 10.58 DISINFECTION OF WATER UTILITY PIPING SYSTEMS

33 05 05.31 HYDROSTATIC TESTING

33 05 09.33 THRUST RESTRAINT FOR UTILITY PIPING

33 05 63 CONCRETE VAULTS AND CHAMBERS

33 14 13 PUBLIC WATER UTILITY DISTRIBUTION PIPING

33 14 17 SITE WATER SERVICE UTILITY LATERALS

33 14 19 VALVES AND HYDRANTS FOR WATER UTILITY SERVICE

33 42 00 STORMWATER CONVEYANCE

SNOW COLLEGE - WASHBURN

BUILDING ENTRANCE ADDITION

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 00 72 00 - 1 General Conditions

SECTION 00 72 00

GENERAL CONDITIONS

FORM OF GENERAL CONDITIONS

1.01 THE GENERAL CONDITIONS APPLICABLE TO THIS CONTRACT:

A. Division of Facilities Construction and Management GENERAL CONDITIONS, dated August 31, 2020 (rev. July 12, 2023), including any modifications or amendments made a part of the approved and executed Contract Documents.

END OF SECTION 00 72 00

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Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 10 00 - 1 Summary

SECTION 01 10 00

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. Project Name: 25-026 Snow College Washburn Addition B. Project ID: 67267 C. Owner's Name: State of Utah, Division of Facilities Construction and Management (DFCM) D. Architect's Name: CRSA Architects (CRSA) .

E. The Project, as shown on construction documents prepared by CRSA and as further described herein, consists of (1) the addition of a new entrance and Student Commons to the south end of the Snow College Richfield Washburn Building; and (2) the addition of new landscaping and civil construction adjacent to the existing Washburn Building and new Student Commons. The building addition and site revisions will require selective demoltion, selective modification and replacement of existing architectural, structural, mechanical, electrical, plumbing, electrical, telecommunications, life safety, landscape, and civil and utility systems in and adjacent to the Washburn Building, and new construction. The selective demolition, replacement, and changeover work shall be planned and coodinated by the Contractor in accordance with a detailled schedule prepared and submitted by the Contractor and approved by the Owner in accordance with the submittal requirements of the Contract Documents, including but not limited to Section 4.6 of the DFCM General Conditions.

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on a Stipulated Price as described the DFCM

Solicitation documents and as executed and incorporated as a part of the Contract Documents.

1.03 WORK BY OWNER

A. Items noted NIC (Not in Contract) will be supplied and installed by Owner after Date of Substantial Completion. Some items include:

1. Movable cabinets.

2. Furnishings.

3. Small equipment.

4. Artwork.

5. Some Audio-Visual and Telecommunications Equipment. Coordinate final location of indicated electrical and telecommunications service locations for Owner-provided equipment with Architect and Owner.

1.04 OWNER OCCUPANCY

A. Owner intends to continue to occupy adjacent portions of the existing building during the entire construction period.

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

C. Schedule the Work to accommodate Owner occupancy.

1.05 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to areas noted on Drawings.

1. Locate and conduct construction activities in ways that will limit disturbance to site.

B. Arrange use of site and premises to allow:

1. Owner occupancy.

2. Use of site and premises by the public.

C. Provide access to and from site as required by law and by Owner:

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 10 00 - 2 Summary

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

D. Utility Outages and Shutdown:

1. Limit disruption of utility services to hours the building is unoccupied.

2. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm system, without 7 days notice to Owner and authorities having jurisdiction.

3. Prevent accidental disruption of utility services to other facilities.

1.06 WORK SEQUENCE

A. Coordinate construction schedule and operations with Owner.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION 01 10 00

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 20 00 - 1 Price And Payment Procedures

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Price and Contract Time.

C. Change procedures.

D. Correlation of Contractor submittals based on changes.

E. Procedures for preparation and submittal of application for final payment.

1.02 SCHEDULE OF VALUES

A. See DFCM General Conditions Section 8.1, "Schedules of Values" for a description of the form, scope, and initial submittal of the Schedule of Values for the Project.

1.03 APPLICATIONS FOR PROGRESS PAYMENTS

A. Payment Period: Submit at intervals stipulated in the Agreement.

B. See DFCM General Conditions Section 8.2, "Applications for Payment" for a description of the form and content of the Applications for Payment for the Project.

C. Use "DFCM Application for Payment (2024)" form available at dfcm.utah.gov as incorporated by the General Conditions as as approved for use by the DFCM Representative. The Application for Payment shall be submitted to the Architect as described in Section 8.2.1.1 of the General Conditions.

D. Applications for Payment submitted to the Architect will be reviewed and a Certificate for Payment will be issued to DFCM within seven (7) buisiness days of receipt in accordance with the provisions of Section 8.3.1 of the General Conditions of the Agreement. Initial and finals Certification by the Architect shall be subject to the qualifications included in Section 8.4 "Decisions to Withhold Certification"

1.04 MODIFICATION PROCEDURES

A. For minor changes not involving an adjustment to the Contract Price or Contract Time, Architect or Owner may issue instructions directly to Contractor in the form of an ASI as described in Sections 7.1.1 and 7.2.2 of the General Conditions or as otherwise provided in the Agreement.

B. For other changes involving a change in Contract Price or and extension of Contract Time, changes in the Work may be accomlished by issuance of a Change Order or Construction Change Directive executed by DFCM under Section 7 of the General Conditions prior to execution with the new or revised Work.

C. For changes for which advance pricing is desired, Architect will prepare and DFCM will issue a Proposal Request ("PR") in accordance with Section 7.3 of the General Conditions that includes a detailed description of a proposed change with supplementary or revised drawings and specifications. Contractor shall prepare and submit a responsive proposal including proposed changes, if any, to Contract Price and Contract Time within 10 business days of receipt of the Proposal Request. If the proposed changes are acceptable to the Owner, the Architect shall prepare a Change Order as described in Section 7 of the General Conditions for execution by the Contractor and DFCM.

D. For changes involving changes in Contract Price, Contract Time, or alterations to the Work as described in the Contract Documents that are initiated by the Contractor, the Contractor shall file a Proposed Change Order ("PCO") within seven (7) days after Contracor knows or should known of a situation or condition for which the Contractor anticipates a change in the Contract Price or an increase in the Contract Time as described in Section 7.2 of the General Conditions. PCO's issued by the Contractor shall be resolved by either issuance of an approved or negotiated Change Order or issuance of a Construction Change Directive ("CCD"), Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 20 00 - 2 Price And Payment Procedures all as described in Section 7 of the General Conditions. PCO's not resolved by Change Order or CCD will be subject to a Preliminary Resolution Effort ("PRE") as described in the General Conditions.

E. Substantiation of Costs: For proposals related to PR's PCO's or resolution of CCD's, provide full information required for evaluation.

1. Provide the following data:

a. Quantities of products, labor, and equipment.

b. Taxes, insurance, and bonds.

c. Overhead and profit.

d. Justification for any change in Contract Time.

e. Credit for deletions from Contract, similarly documented.

F. Execution of Change Orders: Architect will prepare Change Orders for signatures of parties as provided in the General Conditions of the Contract.

G. After execution of Change Order, 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.

H. 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.

1.05 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Price, previous payments, and sum remaining due.

B. Neither final payment nor release of remaining retainage will be certified before the conditions for Final Payment enumerated and described in Section 8.8.2, subsections 8.8.2.1 through

8.8.2.7 of the General Conditions are met by the Contractor or have been waived by the Owner. The Architect's final Certificate for Payment shall be issued only after the conditions of Section 8.8.2 as described herein have been met.

PART 2 PRODUCTS - NOT USED

END OF SECTION 01 20 00

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 23 00 - 1 Alternates

SECTION 01 23 00

ALTERNATES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Description of Alternates.

1.02 ACCEPTANCE OF ALTERNATES

A. Alternates quoted on the Contractor's Bid will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in the Contractor's Agreement.

1.03 SCHEDULE OF ALTERNATES

A. Alternate No. 01 - Add perforated acoustic laminate ceiling panel assemblies and delete suspended acoustical plaster ceiling assemblies in the Student Commons.

1. Base Bid Item: Section 09 23 00 and Drawing number AE122.

2. Alternate Item: Section 07 42 33 and Drawing number AE122A.

B. Alternate No. 02 - Add HDPL laminate interior wall panel assemblies and delete gypsum drywall assemblies for the wall near to Grid "B.1" in the Student Commons as shown on AE 101 and AE 101A.

1. Base Bid Item: Section 09 21 16 and Drawing number AE101.

2. Alternate Item: Section 07 42 43 and Drawing number AE101A.

C. Alternate No.03 - Remove and replace sprinkler system and landscaping as shown on LA 001 and AS 101:

1. Base Bid Item: Drawing number LA 104.

2. Alternate Item: Drawing number LA 001.

PART 2 PRODUCTS - NOT USED

END OF SECTION 01 23 00

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 25 00 - 1 Substitution Procedures

SECTION 01 25 00

SUBSTITUTION PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedural requirements for proposed substitutions:

1. The procedural requirements for a Contractor-initiated substitution are defined in Section

7.2.3 of the General Conditions, including the procedures and restrictions leading to the preparation and submittal of a Proposed Change Order ("PCO") by the Contractor.

1.02 RELATED REQUIREMENTS

A. Section 01 30 00 - Administrative Requirements: Submittal procedures, coordination.

B. Section 01 60 00 - Product Requirements: Fundamental product requirements, product options, delivery, storage, and handling.

1.03 DEFINITIONS

A. Substitutions: Changes from Contract Documents requirements proposed by Contractor after the award of the Contractor's Agreement to materials, products, assemblies, and equipment as described in Article 7.2.3 of the General Conditions.

B. Products Specified by Naming a Basis-of-Design Product or System: products and systems to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products to those named in the specification. The Basis-of-Design establishes the baseline for the expected quality, performance, and aesthetic standard for the product or system specified and shown, and this standard shall be applied to products included in proposed Substitutions.

PART 3 EXECUTION

2.01 GENERAL REQUIREMENTS

A. General requirements for proposed substitutions:

1. The general requirements for consideration of a Contractor-initiated substitution are defined in Section 7.2.3 of the General Conditions, including the conditions for consideration included in subsections 7.2.3.1 through 7.2.3.5.

2.02 ACCEPTANCE

A. Accepted PCO's addressing substitutions shall only be incorporated into the Work after acceptance by DFCM and issuance of approved Change Order as described in Section 7.3.1 of the General Conditions.

END OF SECTION 01 25 00

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 32 16 - 1 Construction Progress Schedule

SECTION 01 32 16

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preliminary schedule.

B. Construction progress schedule as described in Section 4.6 of the General Conditions and elswhere in the Contract Documents..

1.02 SUBMITTALS

A. Within 10 days after date established in Notice to Proceed, submit preliminary schedule.

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

C. Within 10 days after joint review, submit complete schedule.

D. Submit updated schedule with each Application for Payment.

E. Submit in PDF format in accordance with DFCM EDMS standards and procedures.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRELIMINARY SCHEDULE

A. Prepare preliminary schedule ias described in Section 4.6.2 of the General Conditions.

3.02 CONTENT

A. Include content as listed in Section 4.6 of the General Conditions.

B. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.

C. Identify each item by specification section number.

D. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month.

E. Provide separate schedule of submittal dates for shop drawings, product data, and samples, owner-furnished products, products identified under Allowances, and dates reviewed submittals will be required from Architect. Indicate decision dates for selection of finishes.

F. Indicate delivery dates for owner-furnished products.

G. Provide legend for symbols and abbreviations used.

3.03 REVIEW AND EVALUATION OF SCHEDULE

A. When requested to do so, articipate in joint review and evaluation of schedule with Architect and DFCM's Representative at each submittal.

B. Evaluate project status to determine work behind schedule and work ahead of schedule.

C. After review, revise as necessary as result of review, and resubmit within 10 days.

3.04 UPDATING SCHEDULE

A. Maintain schedules in accordance with the requirements of Section 4.6 of the General

Conditions and other provisions of the Constract Documents.

B. Maintain schedules to record actual start and finish dates of completed activities.

C. Indicate progress of each activity to date of revision, with projected completion date of each activity.

D. Annotate diagrams to graphically depict current status of Work.

E. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes.

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 32 16 - 2 Construction Progress Schedule

F. Indicate changes required to maintain Date of Substantial Completion.

G. Submit reports required to support recommended changes.

3.05 DISTRIBUTION OF SCHEDULE

A. Post copies of updated schedules to the DFCM EDMS project file.

B. Instruct recipients to promptly report and post, in writing, problems anticipated by projections indicated in schedules.

END OF SECTION 01 32 16

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 40 00 - 1 Quality Requirements

SECTION 01 40 00

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Submittals.

B. Quality assurance.

C. References and standards.

D. Testing and inspection agencies and services.

E. Contractor's design-related professional design services.

F. Control of installation.

G. Mock-ups.

H. Tolerances.

I. Manufacturers' field services.

J. Defect Assessment.

1.02 REFERENCE STANDARDS

A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants;

2008 (Reapproved 2023).

B. ASTM C1077 - Standard Practice for Agencies Testing Concrete and Concrete Aggregates for

Use in Construction and Criteria for Testing Agency Evaluation; 2026.

C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry; 2025.

D. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction; 2023.

E. ASTM E329 - Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection; 2025b.

F. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2026.

G. ASTM E699 - Standard Specification for Agencies Involved in Testing, Quality Assurance, and

Evaluating of Manufactured Building Components; 2016.

1.03 DEFINITIONS

A. Contractor's Quality Control Plan: Contractor's management plan for executing the Contract for Construction.

B. Contractor's Professional Design Services: Although no Contractor-provided professional design services for some aspect or portion of the project by any party other than the design professional of record or vendor or supplier product engineering, if design services are required in connection with a Substitution or other Contractor-initiated changee, provide these services as part of the Contract for Construction.

1. Design Services Types Required:

a. Design-Related: Design services explicitly required to be performed by another design professional due to highly-technical and/or specialized nature of a portion of the project. Services primarily involve engineering analysis, calculations, and design, and may not alter the aesthetic aspects of the design.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data.

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 40 00 - 2 Quality Requirements

1. Indicate material or product complies with or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

1.05 QUALITY ASSURANCE

A. Contractor's Quality Control (CQC) Plan:

1. Prior to start of work, submit a comprehensive plan describing how contract deliverables will be produced. Tailor CQC plan to specific requirements of the project. Include the following information:

a. Management Approach: Define, describe, and include in the plan specific methodologies used in executing the work.

b. Representations made by the Contractor in the VBS Management Approach submittal considered for selector may be incorporated by reference as a part of the Contract Documents.

1.06 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Comply with reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.

D. Maintain copy at project site during submittals, planning, and progress of the specific work, until

Substantial Completion.

E. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding.

F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Architect shall be altered from Contract Documents by mention or inference otherwise in any reference document.

1.07 TESTING AND INSPECTION AGENCIES AND SERVICES

A. Owner will employ services of an independent testing agency to perform certain specified testing; and except as stated in Section 9.1 of the General Conditions, DFCM shall bear the cost of services directly related to these tests and inspections. The costs of re-testing required by non-compliant work shall be at the expense of the Contractor.

B. As indicated in individual technical specification sections, Owner or Contractor shall employ and pay for services of an independent testing agency to perform other specified testing.

C. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

D. Contractor Employed Agency (if any):

1. Testing agency: Comply with requirements of ASTM E329, ASTM E543, ASTM E699, ASTM C1021, ASTM C1077, ASTM C1093, and ASTM D3740.

PART 3 EXECUTION

2.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from

Architect before proceeding.

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 40 00 - 3 Quality Requirements

D. Comply with specified standards as minimum quality for the work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

2.02 MOCK-UPS

A. Accepted mock-ups establish the standard of quality the Architect will use to judge the Work.

B. Tests shall be performed under provisions identified in this section and identified in the respective product specification sections.

C. Assemble and erect specified items with specified attachment and anchorage devices, flashings, seals, and finishes.

D. Architect will use accepted mock-ups as a comparison standard for the remaining Work.

E. Where mock-up has been accepted by Architect and is specified in product specification sections to be removed, protect mock-up throughout construction, remove mock-up and clear area when directed to do so by Architect.

2.03 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with

Contract Documents, request clarification from Architect before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

2.04 TESTING AND INSPECTION

A. Subject to the scope, content, and direction of DFCM's contract(s) with independent testing and inspections agencies as described in Section 9.1 of the General Conditions, the following provisions shall apply to the testing and inspection process:

B. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract Documents.

4. Promptly notify Architect and Contractor of observed irregularities or non-compliance of

Work or products.

5. Perform additional tests and inspections required by Architect.

6. Submit reports of all tests/inspections specified.

C. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract

Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

D. Contractor Responsibilities:

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 40 00 - 4 Quality Requirements

2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities.

3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To obtain and handle samples at the site or at source of Products to be tested/inspected.

c. To facilitate tests/inspections.

d. To provide storage and curing of test samples.

4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

6. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

E. Re-testing required because of non-compliance with specified requirements shall be performed by the same agency on instructions by Architect.

F. Re-testing required because of non-compliance with specified requirements shall be paid for by Contractor.

2.05 MANUFACTURERS' FIELD SERVICES

A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust, and balance equipment as applicable, and to initiate instructions when necessary.

B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

2.06 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not complying with specified requirements.

B. If, in the opinion of Owner, it is not practical to remove and replace the work, Owner will direct an appropriate remedy or adjust payment.

END OF SECTION 01 40 00

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 50 00 - 1 Temporary Facilities And Controls

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Temporary telecommunications services.

B. Temporary sanitary facilities.

C. Temporary Controls: Barriers, enclosures, and fencing.

D. Security requirements.

E. Vehicular access and parking.

F. Waste removal facilities and services.

G. Project identification sign.

1.02 RELATED REQUIREMENTS

A. Section 01 51 00 - Temporary Utilities.

1.03 TEMPORARY UTILITIES - SEE SECTION 01 51 00

A. Owner will provide the following:

1. Electrical power, consisting of connection to existing facilities. Only power will be provided by the Owner; the cost of making the temporary connection shall be at the Contractior's expense. Connection to be approved by the Owner. Scheduling, including times of proposed temporary shutdowns shall be by prior approval of the Owner.

2. Water supply, consisting of connection to existing facilities. Only water will be provided by the Owner; the cost of making the temporary connection shall be at the Contractior's expense. Connection to be approved by the Owner. Scheduling, including times of proposed temporary shutdowns shall be by prior approval of the Owner.

B. Existing facilities in the Washburn building beyond the contract limit line may not be used.

1.04 TEMPORARY SANITARY FACILITIES

A. Use of existing facilities is not permitted.

B. Maintain temporary sanitary facilities in clean and sanitary condition.

1.05 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition.

B. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.06 INTERIOR ENCLOSURES

A. Provide temporary partitions to separate work areas from Owner-occupied areas, to prevent penetration of dust and moisture into Owner-occupied areas, and to prevent damage to existing materials and equipment.

B. Construction: Framing and reinforced polyethylene sheet materials with closed joints and sealed edges at intersections with existing surfaces:

1.07 SECURITY - SEE SECTION 01 35 53

A. Provide security and facilities to protect Work, and Owner's operations from unauthorized entry, vandalism, or theft.

B. Coordinate with Owner's security program.

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 50 00 - 2 Temporary Facilities And Controls

1.08 VEHICULAR ACCESS AND PARKING

A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles.

B. Provide and maintain access to fire hydrants, free of obstructions.

C. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional parking.

D. Additional parking adjacent to the site may be available by prior arrangement with Snow

College.

1.09 WASTE REMOVAL

A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition.

B. Provide containers with lids. Remove trash from site periodically.

C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside new or exisitng structures.

D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids.

1.10 PROJECT IDENTIFICATION

A. Provide project identification sign of design, construction, and location approved by Owner.

B. No other signs are allowed without Owner permission except those required by law.

PART 2 PRODUCTS - NOT USED

END OF SECTION 01 50 00

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 51 00 - 1 Temporary Utilities

SECTION 01 51 00

TEMPORARY UTILITIES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Temporary Utilities: Provision of electricity, lighting, heat, ventilation, and water.

1.02 RELATED REQUIREMENTS

A. Section 01 50 00 - Temporary Facilities and Controls:

1. Temporary telecommunications services for administrative purposes.

2. Temporary sanitary facilities required by law.

1.03 REFERENCE STANDARDS

A. 29 CFR 1926 - Safety and Health Regulations for Construction; Current Edition.

1.04 TEMPORARY ELECTRICITY

A. Cost: By Owner.

B. Connect to Owner's existing power service.

1. Do not disrupt Owner's need for continuous service.

C. Provide temporary electric feeder from existing building electrical service at location as directed.

D. Complement existing power service capacity and characteristics as required.

E. Provide power outlets for construction operations, with branch wiring and distribution boxes located as required. Provide flexible power cords as required.

F. Provide main service disconnect and over-current protection at convenient location and meter.

G. Permanent convenience receptacles may not be utilized during construction.

H. Provide adequate distribution equipment, wiring, and outlets to provide single phase branch circuits for power and lighting.

1.05 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES

A. Provide and maintain LED, compact fluorescent, or high-intensity discharge lighting as suitable for the application for construction operations in accordance with requirements of 29 CFR 1926 and authorities having jurisdiction.

B. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required.

C. Maintain lighting and provide routine repairs.

1.06 TEMPORARY HEATING

A. Cost of Energy: By Contractor.

B. Provide heating devices and heat as needed to maintain specified conditions for construction operations.

C. Maintain minimum ambient temperature of 50 degrees F (10 degrees C) in areas where construction is in progress, unless indicated otherwise in specifications.

D. Existing facilities shall not be used.

E. Prior to operation of permanent equipment for temporary heating purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts.

1.07 TEMPORARY COOLING

A. Cost of Energy: By Contractor.

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 51 00 - 2 Temporary Utilities

B. Provide cooling devices and cooling as needed to maintain specified conditions for construction operations.

C. Maintain maximum ambient temperature of 80 degrees F (26 degrees C) in areas where construction is in progress, unless indicated otherwise in specifications.

D. Existing facilities shall not be used.

E. Prior to operation of permanent equipment for temporary cooling purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place. Provide and pay for operation, maintenance, and regular replacement of filters and worn or consumed parts.

1.08 TEMPORARY VENTILATION

A. Existing ventilation equipment may not be used.

1.09 TEMPORARY WATER SERVICE

A. Cost of Water Used: By Owner.

B. Provide and maintain suitable quality water service for construction operations at time of project mobilization.

C. Connect to existing water source.

1. Exercise measures to conserve water.

D. Extend branch piping with outlets located so water is available by hoses with threaded connections. Provide temporary pipe insulation to prevent freezing.

PART 2 PRODUCTS - NOT USED

END OF SECTION 01 51 00

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 52 13 - 1 Field Offices And Sheds

SECTION 01 52 13

FIELD OFFICES AND SHEDS

PART 1 GENERAL

1.01 USE OF EXISTING FACILITIES

A. Existing facilities shall not be used for field offices.

PART 2 PRODUCTS

2.01 CONSTRUCTION

A. Portable or mobile buildings, or buildings constructed with floors raised above ground, securely fixed to foundations, with steps and landings at entrance doors.

2.02 ENVIRONMENTAL CONTROL

A. Heating, Cooling, and Ventilating: Automatic equipment to maintain comfort conditions.

2.03 CONTRACTOR OFFICE AND FACILITIES

A. Size: For Contractor's needs and to provide space for project meetings.

PART 3 EXECUTION

3.01 INSTALLATION

A. Install office spaces ready for occupancy 15 days after date fixed in Notice to Proceed.

END OF SECTION 01 52 13

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 57 13 - 1 Temporary Erosion And Sediment

Control

SECTION 01 57 13

TEMPORARY EROSION AND SEDIMENT CONTROL

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Prevention of erosion due to construction activities.

B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary sewers due to construction activities.

C. Restoration of areas eroded due to insufficient preventive measures.

D. Performance bond.

E. Compensation of Owner for fines levied by authorities having jurisdiction due to non-compliance by Contractor.

1.02 RELATED REQUIREMENTS

A. Section 31 37 00 - Riprap: Temporary and permanent stabilization using riprap.

B. Section 32 15 00 - Aggregate Surfacing: Temporary and permanent roadways.

1.03 REFERENCE STANDARDS

A. ASTM D4355/D4355M - Standard Test Method for Deterioration of Geotextiles by Exposure to

Light, Moisture, and Heat in a Xenon Arc-Type Apparatus; 2021.

B. ASTM D4491/D4491M - Standard Test Methods for Water Permeability of Geotextiles by

Permittivity; 2022.

C. ASTM D4533/D4533M - Standard Test Method for Trapezoid Tearing Strength of Geotextiles;

2015 (Reapproved 2023).

D. ASTM D4632/D4632M - Standard Test Method for Grab Breaking Load and Elongation of

Geotextiles; 2015a (Reapproved 2023).

E. ASTM D4751 - Standard Test Methods for Determining Apparent Opening Size of a Geotextile;

2021a.

F. ASTM D4873/D4873M - Standard Guide for Identification, Storage, and Handling of

Geosynthetic Rolls and Samples; 2017 (Reapproved 2021).

1.04 PERFORMANCE REQUIREMENTS

A. Also comply with all more stringent requirements of State of Utah Erosion and Sedimentation Control Manual.

B. Develop and follow an Erosion and Sedimentation Prevention Plan and submit periodic inspection reports.

C. Do not begin clearing, grading, or other work involving disturbance of ground surface cover until applicable permits have been obtained; furnish all documentation required to obtain applicable permits.

D. Provide to Owner a Performance Bond covering erosion and sedimentation preventive measures only, in an amount equal to 100 percent of the cost of erosion and sedimentation control work.

E. Timing: Put preventive measures in place as soon as possible after disturbance of surface cover and before precipitation occurs.

F. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface cover due to construction activities for this project.

1. Prevent runoff into storm and sanitary sewer systems, including open drainage channels, in excess of actual capacity or amount allowed by authorities having jurisdiction, whichever is less.

2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall events that might occur in 25 years.

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 57 13 - 2 Temporary Erosion And Sediment

Control

G. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due to construction activities for this project.

1. Control movement of sediment and soil from temporary stockpiles of soil.

2. Prevent development of ruts due to equipment and vehicular traffic.

3. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Owner.

H. Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties caused by water leaving the project site due to construction activities for this project.

1. Prevent windblown soil from leaving the project site.

2. Prevent tracking of mud onto public roads outside site.

3. Prevent mud and sediment from flowing onto sidewalks and pavements.

4. If erosion occurs due to non-compliance with these requirements, restore eroded areas at no cost to Owner.

I. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Owner; remove deposited sediments; comply with requirements of authorities having jurisdiction.

2. If sediment basins are used as temporary preventive measures, pump dry and remove deposited sediment after each storm.

J. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers, and sanitary sewers.

1. If sedimentation occurs, install or correct preventive measures immediately at no cost to

Owner; remove deposited sediments; comply with requirements of authorities having jurisdiction.

K. Open Water: Prevent standing water that could become stagnant.

L. Maintenance: Maintain temporary preventive measures until permanent measures have been established.

1.05 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Erosion and Sedimentation Control Plan:

1. Submit within 2 weeks after Notice to Proceed.

2. Include:

a. Site plan identifying soils and vegetation, existing erosion problems, and areas vulnerable to erosion due to topography, soils, vegetation, or drainage.

b. Site plan showing grading; new improvements; temporary roads, traffic accesses, and other temporary construction; and proposed preventive measures.

c. Where extensive areas of soil will be disturbed, include storm water flow and volume calculations, soil loss predictions, and proposed preventive measures.

d. Schedule of temporary preventive measures, in relation to ground disturbing activities.

e. Other information required by law.

f. Format required by law is acceptable, provided any additional information specified is also included.

3. Obtain the approval of the Plan by authorities having jurisdiction.

4. Obtain the approval of the Plan by Owner.

C. Certificate: Mill certificate for silt fence fabric attesting that fabric and factory seams comply with specified requirements, signed by legally authorized official of manufacturer; indicate actual minimum average roll values; identify fabric by roll identification numbers.

Bid Set | July 10, 2026 DFCM Project #26189700

25-026 Snow College Washburn Addition 01 57 13 - 3 Temporary Erosion And Sediment

Control

D. Inspection Reports: Submit report of each inspection; identify each preventive measure, indicate condition, and specify maintenance or repair required and accomplished.

PART 2 PRODUCTS

2.01 MATERIALS

A. Mulch: Use one of the following:

1. Straw or hay.

2. Erosion control matting or netting.

B. Bales: Air dry, rectangular straw bales.

1. Cross Section: 14 by 18 inches (350 by 450 mm), minimum.

2. Bindings: Wire or string, around long dimension.

C. Bale Stakes: One of the following, minimum 3 feet (1 m) long:

1. Steel U- or T-section, with minimum mass of 1.33 pound per linear foot (1.98 kg per linear m).

2. Wood, 2 by 2 inches (50 by 50 mm) in cross section.

D. Notwithstanding specific requirements of the individual tecfhnical sections or other provisions of the Contract Documents, provide the following:

E. Silt Fence Fabric: Polypropylene geotextile resistant to common soil chemicals, mildew, and insects; non-biodegradable; in longest lengths possible; fabric including seams with the following minimum average roll lengths:

1. Average Opening Size: 30 U.S. Std. Sieve (0.600 mm), maximum, when tested in accordance with ASTM D4751.

2. Permittivity: 0.05 sec^-1, minimum, when tested in accordance with ASTM

D4491/D4491M.

3. Ultraviolet Resistance: Retaining at least 70 percent of tensile…