5-3-CS26100-27006700-Approved Specs.pdf
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- Solicitation number
- CS26100
- Issued by
- Utah
About this file
This is a Project Manual and Limited Asbestos Survey Report prepared by the State of Utah Division of Facilities Construction and Management (DFCM) for the Snow College Trades Building Roof Replacement project in Ephraim, Utah. The project involves replacement of the roof covering on the approximately 52,737 square-foot roof at 325 West 100 North, Ephraim, Utah 84627. The project manual contains comprehensive specifications organized into multiple divisions covering procurement requirements, general conditions, selective demolition, metals, carpentry, and thermal and moisture protection including thermoplastic polyolefin (TPO) roofing, sheet metal flashing and trim, roof specialties, and joint sealants. The asbestos survey was conducted on December 19, 2025, by R & R Environmental, Inc., with fieldwork performed by Utah Accredited Asbestos Building Inspector Tyler Coles and review by David C. Roskelley, MSPH, CIH, CSP.
The limited asbestos survey included collection and analysis of thirteen bulk samples from the roof membrane and various caulking and sealant materials using Polarized Light Microscopy (PLM) analysis conducted by Eurofins Reservoirs Environmental, Inc. (NVLAP accredited Lab Code 101896). All samples returned results of "None Detected" for asbestos content, with assessments indicating undamaged conditions across all tested materials. The survey confirmed no asbestos-containing materials were identified on the Trades Building roof. The construction cost estimate for the roof replacement project is $700,000.00, and only contractors prequalified under DFCM's Stage I Prequalification for Contractors process are eligible to bid on this Stage II Invitation to Bid solicitation.
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Project Manual May 14, 2026
Snow College Trades Building
Roof Replacement Ephraim, Utah
DFCM# 27006700
Design Sequence 350 South 200 East, #106
Salt Lake City, Utah 84111
DIVISION OF FACILITIES
CONSTRUCTION AND
MANAGEMENT
Jason Van Ausdal
06/10/2026
REVIEWED FOR CODE
COMPLIANCE
Roof Replacement Ephraim, Utah
DFCM #27006700
INDEX 1
SPECIFICATIONS
SECTION NO. SECTION TITLE
INDEX TO PROJECT MANUAL
DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS
003133 LIMITED ASBESTOS SURVEY
DIVISION 01 - GENERAL REQUIREMENTS
011000 SUMMARY
012500 SUBSTITUTION PROCEDURES
012600 CONTRACT MODIFICATION PROCEDURES
012900 PAYMENT PROCEDURES
013100 PROJECT MANAGEMENT AND COORDINATION
013233 PHOTOGRAPHIC DOCUMENTATION
013300 SUBMITTAL PROCEDURES
014000 QUALITY REQUIREMENTS
014200 REFERENCES
015000 TEMPORARY FACILITIES AND CONTROLS
016000 PRODUCT REQUIREMENTS
017300 EXECUTION
017700 CLOSEOUT PROCEDURES
017823 OPERATION AND MAINTENANCE DATA
017839 PROJECT RECORD DOCUMENTS
017900 DEMONSTRATION AND TRAINING
DIVISION 02 – EXISTING CONDITIONS
024119 SELECTIVE DEMOLITION
DIVISION 05 – METALS
INDEX 2
055000 METAL FABRICATIONS
DIVISION 06 – WOOD, PLASTICS AND COMPOSITES
061053 MISCELLANEOUS ROUGH CARPENTRY
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
070150.19 PREPARATION FOR RE-ROOFING
075423 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING
076200 SHEET METAL FLASHING AND TRIM
077100 ROOF SPECIALTIES
079200 JOINT SEALANTS
END OF INDEX
LIMITED ASBESTOS SURVEY 003133 - 1
DOCUMENT 003133 – LIMITED ASBESTOS SURVEY
1.1 LIMITED ASBESTOS SURVEY
A. This Document with its referenced attachments is part of the Procurement and Contracting
Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information, but are not a warranty of existing conditions.
B. An asbestos survey for Project, as bound in this project manual.
END OF DOCUMENT 003133
A LIMITED ASBESTOS SURVEY AND ASSESSMENT
FOR THE ROOF OF THE
SNOW COLLEGE
TRADES BUILDING
325 West 100 North
EPHRAIM, UTAH 84627
February 3, 2026
Prepared for:
Mrs. Aubrey Stapel
HazMat Project Manager
State of Utah
Department of Government Operations
Division of Facilities Construction and Management (DFCM)
PH: (801) 641-0964
Prepared by:
R & R Environmental, Inc. (R & R)
47 West 9000 South, Suite #2
Sandy, Utah 84070 steve@rrenviro.com
Phone (801) 318-5658
TABLE OF CONTENTS
ASBESTOS
1.0 INTRODUCTION
2.0 EXECUTIVE SUMMARY
3.0 SAMPLING METHODS
4.0 SURVEY RESULTS
5.0 CONCLUSIONS
6.0 LIMITATIONS AND EXCLUSION OF WARRANTY.……………………………………………………6
List of Appendices
Appendix A Sample Log
Appendix B Laboratory Report
Appendix C Photo Log
Appendix D Floor Plans
Appendix E State of Utah Certifications
Limited Asbestos Survey Report Page 1 Snow College, Trades Building Ephraim, Utah 84627
1.0 INTRODUCTION
R & R Environmental, Inc. (R & R) was contacted to conduct a limited asbestos survey for the
Snow College, Trades Building Roof located at 325 West 100 North in Ephraim, Utah 84627. The
Trades Building roof is scheduled to be upgraded. The survey consisted of a visual assessment of the roof coveing for suspect asbestos containing materials (ACM) and bulk sampling of the materials. The fieldwork component of this survey was conducted by Mr. Tyler Coles who is a
Utah Accredited Asbestos Building Inspector.
This report presents the conditions and observations noted on the visit dates.
The following general information is included in this survey report:
• Executive Summary (Section 2.0)
• Sampling Methods (Section 3.0)
• Analytical Results (Section 4.0)
• Conclusions (5.0)
Limited Asbestos Survey Report Page 2
2.0 EXECUTIVE SUMMARY
No asbestos-containing materials were identified on the roof of the Trades Building.
Limited Asbestos Survey Report Page 3
SNOW COLLEGE
TRADES BUILDING
DATE OF SURVEY: DECEMBER 19, 2025
NESHAP - REGULATED
ASBESTOS-CONTAINING MATERIALS (R-ACM)
1. Friable asbestos material (>1% asbestos and can be crumbled, pulverized, or reduced to powder by hand pressure)
Thermal system insulation (TSI)*
Textured ceiling material (TCM)*
Spray-on insulation or fireproofing*
Blown-in insulation*
Ceiling tiles/panels*
Plaster, gypsum board, gypsum board joint compound*
Cloth materials* (Boiler Flue Gasket)
Paper materials* (HVAC Paper Tape and Insulating Board)
Electrical wiring insulation*
Sink undercoating (loose)*
Other*
2. Category I ACM which has become friable
Packings
Gaskets
Resilient floor coverings (floor tile and sheet vinyl)
Asphalt roofing products (Dust Debris, Roofing Underlayment Debris, Flashing Material)
3. Category I ACM that will be or has been subjected to sanding, grinding, cutting, or abrading
Packings
Gaskets
Resilient floor coverings (floor tile and sheet vinyl)
Asphalt roofing products
4. Category II ACM that has a high probability of becoming or has become friable during demolition or renovation operations
Asbestos cement materials (TransiteT)*
Asphalt, tar and rubber-base ACM products other than roofing products*
Non-asphalt and non-paper roofing products*
Paint*
Fire brick and/or mortar*
Stainless steel sink undercoating (solid)*
Encapsulated TCM*
Encapsulated TSI*
Mastic for floor tile, ceiling tile, cove molding, etc.*
Other
Limited Asbestos Survey Report Page 4
DATE OF SURVEY: DECEMBER 19, 2025
NESHAP NON-REGULATED
ASBESTOS-CONTAINING MATERIAL (N-R-ACM)
1. > 1% asbestos
2. Category I Non-friable (cannot be crumbled, pulverized, or reduced to powder by hand pressure)
ACM with >1% asbestos by new PLM procedure
Packings
Gaskets (Window Glazing & Caulking)
Resilient floor coverings (floor tile)
Asphalt roofing products
3. Category II Non-friable ACM with >1% asbestos by new PLM procedure (Category includes items meeting Category I definition but not specifically listed in that category)
Asbestos cement materials (TransiteT)* (Fume hoods, counter tops, and window panels)
Asphalt, tar and rubber-base ACM products other than roofing products*
Non-asphalt and non-paper roofing products*
Paint* (Silver Paint Sealant)
Fire brick and/or mortar*
Sink undercoating (solid)*
Mastic for floor tile, ceiling tile, cove molding, etc.*
Other* (Fire Rated Door/Frame)
Notes:
1. (*) Denotes R&R’s interpretation of materials included in this category.
2. New PLM procedure is outlined in Appendix A, Subpart F, 40 CFR, Part 783, Section 1, Polarized Light Microscopy.
3. The Environmental Protection Agency (EPA) National Emission Standard for Hazardous Air
Pollutants (NESHAP) asbestos revision as outlined in 40 CFR, Part 61, became effective
November 20, 1990. The asbestos classification system outlined in the revision and included in this section is dynamic in nature. Asbestos materials classified as “NON-REGULATED” at the time of the survey may become “REGULATED” due to ongoing or planned maintenance, renovation, or demolition actions, which can transform a material containing greater than 1% asbestos from a “non-friable” and NON-REGULATED to a friable and REGULATED condition.
Classification of ACM in this section and in the executive summary of this report is, therefore, based on the observations of the surveyor at the time of the survey and may or may not be appropriate at later dates.
4. Maintenance, renovation, demolition, weathering, normal wear, water, or other damage can alter the “NON-REGULATED” status of materials, and necessitate precautions required for handling them as “REGULATED” asbestos-materials.
Limited Asbestos Survey Report Page 5
3.0 SAMPLING METHODS
Survey procedures were based on those outlined in Title 40 Code of Federal Regulation (CFR)
Part 763, USEPA Asbestos Hazard Emergency Response Act, and the Asbestos Model
Accreditation Plan (effective April 4, 1994). The procedures included visual observation, physical inspection, bulk sample collection, and condition assessment of suspect ACM. The number of samples collected was based on the amount and accessibility of each homogeneous material, with consideration given for the type, age, and condition.
Eleven (11) samples were collected from the suspect materials to assess the presence of asbestos
(or lack thereof) in building materials/systems. Each sample collected was placed into a sealable plastic bag or tub, marked with a unique sample identification code, and packaged for subsequent shipment to the laboratory for analysis. Individual sample identification consisted of a numeric code denoting the sampling media/location.
After packaging and labeling, samples were submitted under proper chain-of-custody to
Reservoirs Environmental, Inc., Denver, Colorado. The National Voluntary Laboratory
Accreditation Program (NVLAP), Lab Code 101896 accredits Reservoirs for asbestos analysis.
Samples were analyzed via Polarized Light Microscopy (PLM) utilizing EPA Method 600/M4-
82-020. Please note that USEPA and OSHA regulations define an ACM as a material containing more than one (1) percent asbestos, by volume, as determined by PLM analysis. In the case of multi-layer systems (e.g., floor tile/mastic layers), the laboratory analyzed and reported each layer separately.
4.0 SURVEY RESULTS
Eleven (11) representative samples collected were submitted for analytical determination. A summary of analytical results for samples collected and analyzed for this survey are in Appendix
B (Laboratory Results) and are discussed below by building material/system type. Photographs of the buildings where samples were taken are included as Appendix C. Floor Plans of the building where samples were taken are included in Appendix D
Limited Asbestos Survey Report Page 6
5.0 CONCLUSIONS
No asbestos-containing materials were identified on the roof of the Trades Building.
6.0 LIMITATIONS AND EXCLUSION OF WARRANTY
This limited asbestos survey and assessment was performed using procedures and a level of diligence typically exercised by professional consultants performing similar services.
However, asbestos-containing material (ACM) can be present in a structure, but not identified using ordinary investigative procedures.
No asbestos survey can completely, eliminate uncertainty regarding the presence of ACM.
R&R Environmental, Inc.’s level of diligence and investigative procedures are intended to reduce, but not eliminate, potential uncertainty regarding the presence of ACM. The procedures used for this survey attempt to establish a balance between the competing goals of limiting investigative costs, time, and building damage, and reducing the uncertainty about unknown conditions. Therefore, the determinations in this report should not be construed as a guarantee that all ACM present in the subject property has been included in this report.
This report presents R&R Environmental, Inc.’s professional determinations, which are dependent upon information obtained during performance of consulting services. R&R
Environmental, Inc. assumes no responsibility for omissions or errors resulting from inaccurate information provided by sources outside of R&R Environmental, Inc.
No warranty or guarantee, expressed or implied, is made regarding the findings, conclusions, or recommendations contained in this report. The limitations presented above supersede the requirements or provisions of all other contracts or scopes of work, implied, or otherwise, except stated or acknowledged herein.
Limited Asbestos Survey Report Page 7
A LIMITED ASBESTOS SURVEY AND ASSESSMENT
OF THE ROOF AT THE
SNOW COLLEGE
TRADES BUILDING
On December 19, 2025, R & R Environmental, Inc. (R & R) of Sandy, Utah, conducted a limited asbestos survey and assessment of the Snow College, Trades Building located at 325 West 100
North in Ephraim, Utah 84627. Bulk samples of suspect asbestos-containing materials were collected and analyzed. The condition of all friable and non-friable asbestos-containing materials was, assessed. The following accredited inspector conducted the survey and assessment.
Inspected by:
Tyler Coles Date
State of Utah, Division of Air Quality Inspector
Certification Number: ASB-8562
State of Utah Company Certification: ASBC-237
This report was reviewed by:
David C. Roskelley, MSPH, CIH, CSP Date
State of Utah, Division of Air Quality Inspector
Certification Number: ASB-1370
AHERA Inspector #5 PSI 65451 I
Certified Safety Professional #15774
Certified Industrial Hygienist #8529
State of Utah Company Certification: ASBC-237
Appendix A
Sample Log
SAMPLE LOG
Sample #
Material/
Homogenous Area
Sample Location
Quantity
Lab Result
(%/Type)
Assessment
TR-01 Roof Membrane Roof 52,737 ft² None Detected Undamaged
TR-02 Roof Membrane Roof 52,737 ft² None Detected Undamaged
TR-03 Roof Membrane Roof 52,737 ft² None Detected Undamaged
TR-04 Roof Membrane Roof 52,737 ft² None Detected Undamaged
TR-05 Roof Membrane Roof 52,737 ft² None Detected Undamaged
TR-06 Roof Membrane Roof 52,737 ft² None Detected Undamaged
TR-07 Roof Membrane Roof 52,737 ft² None Detected Undamaged
TR-08 Gray caulk Roof 30 ft² None Detected Undamaged
TR-09 Gray caulk Roof 30 ft² None Detected Undamaged
TR-10 White Caulk Roof 20 ft² None Detected Undamaged
TR-11 White Caulk Roof 20 ft² None Detected Undamaged
TR-12 White Duct Sealant Roof 8 ft² None Detected Undamaged
TR-13 White Duct Sealant Roof 8 ft² None Detected Undamaged
Appendix B
Laboratory Report
December 26, 2025
Sincerely, Jeanne Spencer President
Subcontractor Number:
Laboratory Report: RES 713886-1
Project #/P.O. #: DFCM
Project Description: Snow College Trades Bulk 12/19/25
Ty Coles R & R Environmental 47 West 9000 South #2 Sandy, UT 84070
Dear Ty, Eurofins Reservoirs is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA LAP), Lab ID 101533 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively.
Eurofins Reservoirs has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office.
RES 713886-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Eurofins Reservoirs will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed, as received and with the information provided by the customer. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Eurofins Reservoirs. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986.
by Camryn Baumgartner
12/26/202512/26/202512/26/202512/26/2025
Eurofins Reservoirs Environmental, Inc Eurofins Reservoirs QA Manual
Effective July 31, 2025 Q:\QAQC\Eurofins Reservoirs QA Manual.pdf
(303) 964-1986
(866) RES-IENV
https://www.eurofinsus.com/builtenv https://clients.rei.et.eurofinsus.com
4955 Yarrow St, Suite 100, Arvada, CO 80002
Laboratory Sample IDLaboratory Sample IDLaboratory Sample IDLaboratory Sample ID LLLL Asbestos ContentAsbestos ContentAsbestos ContentAsbestos Content Non-Non-Non-Non- Non-Non-Non-Non- AAAA SubSubSubSub AsbestosAsbestosAsbestosAsbestos FibrousFibrousFibrousFibrous YYYY PhysicalPhysicalPhysicalPhysical PartPartPartPart MineralMineralMineralMineral VisualVisualVisualVisual FibrousFibrousFibrousFibrous ComponentsComponentsComponentsComponents EEEE DescriptionDescriptionDescriptionDescription EstimateEstimateEstimateEstimate ComponentsComponentsComponentsComponents
Client Sample NumberClient Sample NumberClient Sample NumberClient Sample Number RRRR (%) (%) (%) (%) 713886 -713886 -713886 -713886 - TR-01TR-01TR-01TR-01 A Gray felt 10 NDNDNDND 65 35.0 B Yellow foam 15 NDNDNDND 0 100.0 C White fibrous resinous material 15 NDNDNDND 25 75.0 D Black multi-layered tar w/ black fibrous tar 60 NDNDNDND 5 95.0 713886 -713886 -713886 -713886 - TR-02TR-02TR-02TR-02 A Yellow foam TR NDNDNDND 0 100.0 B Gray felt 25 NDNDNDND 65 35.0 C White fibrous resinous material 35 NDNDNDND 25 75.0 D Black tar 40 NDNDNDND 5 95.0 713886 -713886 -713886 -713886 - TR-03TR-03TR-03TR-03 A Gray felt 10 NDNDNDND 65 35.0 B White fibrous resinous material 20 NDNDNDND 30 70.0 C Black tar 20 NDNDNDND 6 94.0 D Yellow foam 50 NDNDNDND 0 100.0 713886 -713886 -713886 -713886 - TR-04TR-04TR-04TR-04 A Yellow foam 5 NDNDNDND 0 100.0 B Gray felt 10 NDNDNDND 65 35.0 C White fibrous resinous material 38 NDNDNDND 25 75.0 D Black tar 47 NDNDNDND 5 95.0 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%.
Eurofins Reservoirs Environmental, Inc Eurofins Reservoirs QA Manual
Effective July 31, 2025 Q:\QAQC\Eurofins Reservoirs QA Manual.pdf
RES Job Number:
Client:
Client Project/P.O.:
Client Project Description:
Date Samples Received:
Analysis Type:
Turnaround:
Date Samples Analyzed:
RES 713886-1
R & R Environmental
DFCM
Snow College Trades Bulk 12/19/25 December 26, 2025 EPA 600/R-93/116 - Short Report, Bulk Priority December 26, 2025
EUROFINS RESERVOIRS ENVIRONMENTAL, INC
NVLAP Lab Code 101896-0
AIHA LAP, LLC. LAB ID 101533
TABLE: I ANALYSIS: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
NA = Not Analyzed NR = Not Received ND = None Detected TR = Trace; <1 % Visual Estimate Trem-Act = Tremolite-Actinolite
(303) 964-1986
(866) RES-IENV
https://www.eurofinsus.com/builtenv https://clients.rei.et.eurofinsus.com
Laboratory Sample IDLaboratory Sample IDLaboratory Sample IDLaboratory Sample ID LLLL Asbestos ContentAsbestos ContentAsbestos ContentAsbestos Content Non-Non-Non-Non- Non-Non-Non-Non-
YYYY PhysicalPhysicalPhysicalPhysical PartPartPartPart MineralMineralMineralMineral VisualVisualVisualVisual FibrousFibrousFibrousFibrous ComponentsComponentsComponentsComponents EEEE DescriptionDescriptionDescriptionDescription EstimateEstimateEstimateEstimate ComponentsComponentsComponentsComponents
Client Sample NumberClient Sample NumberClient Sample NumberClient Sample Number RRRR (%) (%) (%) (%) 713886 -713886 -713886 -713886 - TR-05TR-05TR-05TR-05 A Gray felt 10 NDNDNDND 65 35.0 B Black tar 15 NDNDNDND 5 95.0 C Yellow foam 20 NDNDNDND 0 100.0 D White fibrous resinous material 55 NDNDNDND 30 70.0 713886 -713886 -713886 -713886 - TR-06TR-06TR-06TR-06 A Yellow foam TR NDNDNDND 0 100.0 B Gray felt 20 NDNDNDND 65 35.0 C White fibrous resinous material 35 NDNDNDND 30 70.0 D Black tar 45 NDNDNDND 5 95.0 713886 -713886 -713886 -713886 - TR-07TR-07TR-07TR-07 A Gray felt 25 NDNDNDND 65 35.0 B Black tar 34 NDNDNDND 3 97.0 C White fibrous resinous material 41 NDNDNDND 30 70.0 713886 -713886 -713886 -713886 - TR-08TR-08TR-08TR-08 A Gray resinous material 100 NDNDNDND 0 100.0 713886 -713886 -713886 -713886 - TR-09TR-09TR-09TR-09 A Gray resinous material 100 NDNDNDND 0 100.0 713886 -713886 -713886 -713886 - TR-10TR-10TR-10TR-10 A White resinous material 100 NDNDNDND 0 100.0 713886 -713886 -713886 -713886 - TR-11TR-11TR-11TR-11 A White resinous material 100 NDNDNDND 0 100.0 713886 -713886 -713886 -713886 - TR-12TR-12TR-12TR-12 A Off-white resinous material 100 NDNDNDND 0 100.0 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%.
Eurofins Reservoirs Environmental, Inc Eurofins Reservoirs QA Manual
Effective July 31, 2025 Q:\QAQC\Eurofins Reservoirs QA Manual.pdf
RES Job Number:
Client:
Client Project/P.O.:
Client Project Description:
Date Samples Received:
Analysis Type:
Turnaround:
Date Samples Analyzed:
RES 713886-1
R & R Environmental
DFCM
Snow College Trades Bulk 12/19/25 December 26, 2025 EPA 600/R-93/116 - Short Report, Bulk Priority December 26, 2025
EUROFINS RESERVOIRS ENVIRONMENTAL, INC
NVLAP Lab Code 101896-0
AIHA LAP, LLC. LAB ID 101533
TABLE: I ANALYSIS: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
NA = Not Analyzed NR = Not Received ND = None Detected TR = Trace; <1 % Visual Estimate Trem-Act = Tremolite-Actinolite
(303) 964-1986
(866) RES-IENV
https://www.eurofinsus.com/builtenv https://clients.rei.et.eurofinsus.com
Laboratory Sample IDLaboratory Sample IDLaboratory Sample IDLaboratory Sample ID LLLL Asbestos ContentAsbestos ContentAsbestos ContentAsbestos Content Non-Non-Non-Non- Non-Non-Non-Non-
YYYY PhysicalPhysicalPhysicalPhysical PartPartPartPart MineralMineralMineralMineral VisualVisualVisualVisual FibrousFibrousFibrousFibrous ComponentsComponentsComponentsComponents EEEE DescriptionDescriptionDescriptionDescription EstimateEstimateEstimateEstimate ComponentsComponentsComponentsComponents
Client Sample NumberClient Sample NumberClient Sample NumberClient Sample Number RRRR (%) (%) (%) (%) 713886 -713886 -713886 -713886 - TR-13TR-13TR-13TR-13 A Off-white resinous material 100 NDNDNDND 0 100.0 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%.
Nicholas Coscarella Analyst
Eurofins Reservoirs Environmental, Inc Eurofins Reservoirs QA Manual
Effective July 31, 2025 Q:\QAQC\Eurofins Reservoirs QA Manual.pdf
RES Job Number:
Client:
Client Project/P.O.:
Client Project Description:
Date Samples Received:
Analysis Type:
Turnaround:
Date Samples Analyzed:
RES 713886-1
R & R Environmental
DFCM
Snow College Trades Bulk 12/19/25 December 26, 2025 EPA 600/R-93/116 - Short Report, Bulk Priority December 26, 2025
EUROFINS RESERVOIRS ENVIRONMENTAL, INC
NVLAP Lab Code 101896-0
AIHA LAP, LLC. LAB ID 101533
TABLE: I ANALYSIS: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME
NA = Not Analyzed NR = Not Received ND = None Detected TR = Trace; <1 % Visual Estimate Trem-Act = Tremolite-Actinolite
(303) 964-1986
(866) RES-IENV
https://www.eurofinsus.com/builtenv https://clients.rei.et.eurofinsus.com
SUBMITTED BY INVOICE TO
Client Sample ID Number
RES Job #: 713886
CONTACT INFORMATION SERIES
ASBESTOS LABORATORY REQUESTED ANALYSIS VALID MATRIX CODES LAB NOTES
CHEMISTRY LABORATORY
MICROBIOLOGY LABORATORY
**Turnaround times establish a laboratory priority, subject to laboratory volume and are not guaranteed. Additional fees apply for afterhours, weekends and holidays.**
Laboratory Analysis Instructions
(Sample ID's must be unique)
Company: R & R Environmental Company: R & R Environmental
Address: 47 West 9000 South #2 Address: 47 West 9000 South #2
Sandy, UT 84070 Sandy, UT 84070
Project Number and/or P.O. #: DFCM Project Zip Code:
Project Description/Location: Snow College Trades Bulk 12/19/25
Contact: Ty Coles -1 PLM Priority Phone: (801) 830-1924
Fax:
Cell: (801) 830-1924
Final Data Deliverable Email Address:
ty@rrenviro.com (+ 1 ADDNL. CONTACTS)
PLM / PCM / TEM / NYS DTL RUSH PRIORITY STANDARD Air = A Bulk = B
Dust = D Food = F
Paint = P Soil = S
Dust RUSH PRIORITY STANDARD
*PRIOR NOTICE REQUIRED FOR SAME DAY TAT
Surface = SU Swab = SW
Tape = T Wipe = W
Metals RUSH PRIORITY STANDARD Drinking Water = DW
Waste Water = WW
Organics* SAME DAY RUSH PRIORITY STANDARD **ASTM E1792 approved wipe media only**
Viable Analysis** PRIORITY STANDARD
**TAT DEPENDENT ON SPEED OF MICROBIAL GROWTH
Medical Device Analysis RUSH STANDARD
Mold Analysis RUSH PRIORITY STANDARD
Special Instructions:
ASBESTOS CHEMISTRY MICROBIOLOGY ICO
1 TR-01 X B
2 TR-02 X B
3 TR-03 X B
4 TR-04 X B
5 TR-05 X B
6 TR-06 X B
7 TR-07 X B
8 TR-08 X B
9 TR-09 X B
10 TR-10 X B
11 TR-11 X B
12 TR-12 X B
13 TR-13 X B
P L
M
P L
M S h o rt R ep o rt (E
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6)
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D at e C ol le ct ed m m
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Eurofins Reservoirs Environmental, Inc establishes a unique Lab Sample ID, for each sample, by preceding each unique Client Sample ID with the laboratory RES Job Number.
Eurofins Reservoirs Environmental, Inc will analyze incoming samples based on information received and will not be responsible for errors or omissions in calculations resulting from the inaccuracy of original data. By signing, client/company representative agrees that submission of the following samples for requested analysis as indicated on this Chain of Custody shall consitute an analytical services agreement with payment terms of NET30. Failure to comply with payment terms may result in a 18% APR finance charge.
Relinquished By:
Ty Coles Date/Time: 12/23/2025 12:51:25 Sample Condition: Acceptable
Received By:
Jessica Strait Date/Time: 12/26/2025 7:46:46 Carrier: Fed-Ex
Eurofins Reservoirs Environmental, Inc Eurofins Reservoirs QA Manual
Effective July 31, 2025 Q:\QAQC\Eurofins Reservoirs QA Manual.pdf
(303) 964-1986
(866) RES-IENV
https://www.eurofinsus.com/builtenv https://clients.rei.et.eurofinsus.com
Appendix C
Photo Log
PHOTO 1: Snow College, Trades Building
R & R Environmental, Inc.
47 West 9000 South, Suite #2, Sandy, Utah 84070
(801) 352-2380 • Fax: (801) 352-2381
SITE PHOTOGRAPHS
ALIMITED ASBESTOS SURVEY AND
ASSESSMENT
OF THE
PROJECT NO:
DESIGNED BY:
SCALE:
REVIEWED BY:
DRAWN BY:
DATE:
FILE:
Appendix D
Floor Plan
Appendix E
State of Utah Certification
Utah Asbestos Certification Department of
Environmental Quality Tim Davis lnltrlm Extcurivt Dlrtcror
Tyler Coles
- " 0 ~
State of Utah
SPENCERJ.COX
Gm-,-
OEIDRE HENDERSON
lktltffltml Gcn't!mor
DIVISION OF AIR QUALITY
Bryce C. Bird
Dirtctor
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April l , 2025
Tyler Coles R&R Environmental, Inc.
47 West 9000 South, #2 Sandy,UT 84070
Dear Mr. Coles:
Re: Utah Asbestos Program Individual Certification Card
DAQA-001-25
The Utah Division of Air Quality (DAQ) has reviewed your Utah Asbestos Program Certification Application for Individuals and we.are pleased to inform you that your application has been approved.
Your new asbestos program individual certification card is enclosed with this letter and this card is the sole method of individual certification documentation that you will receive from the DAQ.
Please check the information on your asbestos program certification card carefully. Please confirm th.at the photograph, name, and certification discipline(s) are correct. Also, please remember to keep your current asbestos program certification card with you at all times when you are performing regulated asbestos work activities.
Please contact Barbara Perkins at (80 I) 536-0221 or at bperkins@utah.gov if you have any questions regarding this letter or the enclosed asbestos program certification card.
Sincerely, ~y~ Leonard Wright v,i.r n.io:18 MOT)
Leonard Wright, Manager Air Toxics, Lead-Based Paint, and Asbestos Section
LW:BP:lr
195 North 1950 West, 4"' Floor• Salt Lake City, UT Maili111 Addrca: P.O. Box 144820 • Salt Lake City, UT 84114-4820
Ttlcphonc (80 I) 536-4000 • Fu (801) 536-4099 • T.D.D. (801) 536-4414 www."'19.11tah.1l"V
Prinlcd OC1 IO<We ro<:yti.d pepor
Utah Lead-Based Paint Certification
State of Utah
SPENCER J. COX
Go,·tmor
DEIDRE HENDERSON
litutenant Gol'limor
February 11, 2025
Steve Smith
Department of Environmental Quality
Kimberly D. Shelley Exec11tfre Director
DIVISION OF AIR QUALITY
Bryce C Bird
Director
R&R Environmental, Inc.
4 7 West 9000 South, #2 Sandy, UT 84070
Dear Mr. Smith:
Re: Utah Lead-Based Paint Program Individual Certification Card
Inspector l Risk Aue
-4~;_·~
Director, Utah D1v1sion of Air Quality
DAQA-002-25
The Utah Division of Air Quality (DAQ) has reviewed your Utah Lead-Based Paint (LBP)
Program Certification Application for Individuals and we are pleased to inform you that your application has been approved. Your new LBP program individual certification card is enclosed with this letter and this card is the sole method of individual certification documentation that you will receive from the DAQ.
Please check the information on your LBP program certification card carefully. Please confirm that the photograph, name, and certification discipline(s) are correct. Also, please remember to keep your current LBP program certification card with you at all times when you are performing regulated LBP work activities.
Please contact Barbara Perkins at (80 l) 536-0221 or at bperkins@utah.gov if you have any questions regarding this letter or the enclosed LBP program certification card.
Sincerely, ~ Sl1J~ Leonard Wright (Feb 7, 2025 12:09 MST)
Leonard Wright, Manager Air Toxics, Lead-Based Paint, and Asbestos Section
LW:BP:lr
195 Nonh 1950 Wes,, 4~' Hoor • Sall Lake City, Ur Mailing Addrm l' 0 llo"< 144820 • Suh Lnl.c Cny. UT 84114-1820
'I elephone (80 I) 536-4000 • l·a"< (801) 536-4099 ·TDD (80 I) 536-1-11-1 ~• u ,, di:tJ mnh gm•
P11111cd on I00~. 1ccycled papc, SUMMARY 011000 - 1
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Project information.
2. Work covered by Contract Documents.
3. Access to site.
4. Coordination with occupants.
5. Work restrictions.
6. Specification and drawing conventions.
7. Miscellaneous provisions.
B. Related Requirements:
1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.
1.2 PROJECT INFORMATION
A. Project Identification: Snow College Trades Building Roof Replacement.
B. Architect: Design Sequence.
1.3 PROJECT DESCRIPTION
A. The project consists of roof replacement.
B. The following description is an outline of the work to be accomplished and not meant to be a definitive scope of work; The scope of Work is as indicated in the Contract Documents (including drawings and specifications).
C. The removal and replacement of existing roofing system as indicated in drawings.
D. Pedestrian safety barriers and fencing are included in the project scope of work as defined by the contract documents.
1.4 CONTRACTOR USE OF THE PREMISES
A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.
SUMMARY 011000 - 2
B. Use of Site: Limit use of Project site to work in areas indicated. Do not disturb portions of
Project site beyond areas in which the Work is indicated.
1. Driveways, Walkways and Entrances: Keep driveways, parking garage, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances by construction operations.
b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.
C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.
1.5 COORDINATION WITH OCCUPANTS
A. Full Owner Occupancy: Owner will occupy site and building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.
1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.
2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.
1.6 WORK RESTRICTIONS
A. Work Restrictions, General: Comply with restrictions on construction operations.
1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.
B. On-Site Work Hours: Limit work in the existing building to normal business working hours
Monday through Friday, unless otherwise indicated.
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:
1. Notify Owner not less than two days in advance of proposed utility interruptions.
D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.
SUMMARY 011000 - 3
1. Notify Owner not less than two days in advance of proposed disruptive operations.
1.7 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations.
These conventions are as follows:
1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.
2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.
C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:
1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.
2. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings.
3. Keynoting: Materials and products are identified by reference keynotes referencing
Specification Section numbers found in this Project Manual.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 011000
SUBSTITUTION PROCEDURES 012500 - 1
SECTION 012500 - SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for substitutions.
B. Related Requirements:
1. Section 016000 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.
1.2 DEFINITIONS
A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.
1.3 ACTION SUBMITTALS
A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.
1. Substitution Request Form: Use CSI Form 13.1A.
2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:
a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.
b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.
c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section.
Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.
d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.
e. Samples, where applicable or requested.
f. Certificates and qualification data, where applicable or requested.
g. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners.
SUBSTITUTION PROCEDURES 012500 - 2
h. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.
i. Research reports evidencing compliance with building code in effect for Project, from ICC-ES.
j. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall
Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.
k. Cost information, including a proposal of change, if any, in the Contract Sum.
l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.
m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.
3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within 7 (seven) days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 (fifteen) days of receipt of request, or 7 (seven) days of receipt of additional information or documentation, whichever is later.
a. Forms of Acceptance: Change Order, Construction Change Directive, or
Architect's Supplemental Instructions for minor changes in the Work.
b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.
1.4 QUALITY ASSURANCE
A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.
PART 2 - PRODUCTS
2.1 SUBSTITUTIONS
A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 (fifteen) days prior to time required for preparation and review of related submittals.
1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied:
SUBSTITUTION PROCEDURES 012500 - 3
a. Requested substitution is consistent with the Contract Documents and will produce indicated results.
b. Requested substitution will not adversely affect Contractor's construction schedule.
c. Requested substitution has received necessary approvals of authorities having jurisdiction.
d. Requested substitution is compatible with other portions of the Work.
e. Requested substitution has been coordinated with other portions of the Work.
f. Requested substitution provides specified warranty.
g. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.
END OF SECTION 012500
CONTRACT MODIFICATION PROCEDURES 012600 - 1
SECTION 012600 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements for handling and processing
Contract modifications.
1.2 MINOR CHANGES IN THE WORK
A. Architect will issue through Construction Manager supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document G710, "Architect's Supplemental Instructions."
1.3 PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.
1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change.
2. Within time specified in Proposal Request or 20 days, when not otherwise specified, after receipt of Proposal Request, submit a quotation estimating cost adjustments to the
Contract Sum and the Contract Time necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
c. Include costs of labor and supervision directly attributable to the change.
d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.
B. Contractor-Initiated Work Change Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect.
1. Include a statement outlining reasons for the change and the effect of the change on the
Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.
CONTRACT MODIFICATION PROCEDURES 012600 - 2
2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
4. Include costs of labor and supervision directly attributable to the change.
5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the
Contract Time.
6. Comply with requirements in Section 012500 "Substitution Procedures" if the proposed change requires substitution of one product or system for product or system specified.
1.4 ADMINISTRATIVE CHANGE ORDERS
A. Allowance Adjustment: See Section 012100 "Allowances" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect actual costs of allowances.
B. Unit-Price Adjustment: See Section 012200 "Unit Prices" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect measured scope of unit-price work.
1.5 CHANGE ORDER PROCEDURES
A. On Owner's approval of a Work Changes Proposal Request, Architect will issue a Change
Order for signatures of Owner and Contractor on AIA Document G701.
1.6 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: Architect may issue a Construction Change Directive on
AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.
1. Construction Change Directive contains a complete description of change in the Work.
It also designates method to be followed to determine change in the Contract Sum or the
Contract Time.
B. Documentation: Maintain detailed records on a time and material basis of work required by the
Construction Change Directive.
1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.
CONTRACT MODIFICATION PROCEDURES 012600 - 3
PART 2 - PRODUCTS (Not Used)
END OF SECTION 012600
PAYMENT PROCEDURES 012900 - 1
SECTION 012900 - PAYMENT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes administrative and procedural requirements necessary to prepare and process
Applications for Payment.
B. Related Requirements:
1. Section 012600 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract.
2. Section 013200 "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.
1.2 SCHEDULE OF VALUES
A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule. Cost-loaded Critical Path Method Schedule may serve to satisfy requirements for the schedule of values.
1. Coordinate line items in the schedule of values with other required administrative forms and schedules, including the following:
a. Application for Payment forms with continuation sheets.
b. Submittal schedule.
c. Items required to be indicated as separate activities in Contractor's construction schedule.
2. Submit the schedule of values to Architect through Construction Manager at earliest possible date but no later than seven days before the date scheduled for submittal of initial Applications for Payment.
B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.
1. Identification: Include the following Project identification on the schedule of values:
a. Project name and location.
b. Name of Architect.
c. Architect's project number.
d. Contractor's name and address.
e. Date of submittal.
2. Arrange schedule of values consistent with format of AIA Document G703.
PAYMENT PROCEDURES 012900 - 2
3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with Project
Manual table of contents. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.
a. Include separate line items under Contractor and principal subcontracts for
Project closeout requirements in an amount totaling five percent of the Contract
Sum and subcontract amount.
4. Round amounts to nearest whole dollar; total shall equal the Contract Sum.
5. Provide a separate line item in the schedule of values for each part of the Work where
Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.
6. Provide separate line items in the schedule of values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work.
7. Each item in the schedule of values and Applications for Payment shall be complete.
Include total cost and proportionate share of general overhead and profit for each item.
a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the schedule of values or distributed as general overhead expense, at Contractor's option.
8. Schedule Updating: Update and resubmit the schedule of values before the next
Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum.
1.3 APPLICATIONS FOR PAYMENT
A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and Construction Manager and paid for by Owner.
1. Initial Application for Payment, Application for Payment at time of Substantial
Completion, and final Application for Payment involve additional requirements.
B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.
C. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 as form for Applications for Payment.
D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action.
1. Entries shall match data on the schedule of values and Contractor's construction schedule.
Use updated schedules if revisions were made.
2. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.
PAYMENT PROCEDURES 012900 - 3
E. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required.
1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.
F. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment.
1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.
2. When an application shows completion of an item, submit conditional final or full waivers.
3. Owner reserves the right to designate which entities involved in the Work must submit waivers.
4. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.
G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:
1. List of subcontractors.
2. Schedule of values.
3. Sustainable design submittal for project materials cost data.
4. Contractor's construction schedule (preliminary if not final).
5. Sustainable design action plans.
6. Schedule of unit prices.
7. Submittal schedule (preliminary if not final).
8. List of Contractor's staff assignments.
9. List of Contractor's principal consultants.
10. Copies of building permits.
11. Copies of authorizations and licenses from authorities having…
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