DWQ-2025-004785

UTAH DEPARTMENT OF TRANSPORTATION
MAINTENANCE STATION #3436 MANILA

PROJECT MANUAL

May 2025

Prepared By

WCG – Wall Consultant Group

CONSTRUCTION DOCUMENTS

Project No. PIN 19118
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA
TABLE OF CONTENTS 1 / 1
TABLE OF CONTENTS

DOCUMENTS

COVER SHEET
TABLE OF CONTENTS
BID SCHEDULE & MEASUREMENT AND PAYMENT

DIVISION 1 - GENERAL REQUIREMENTS

01110 SUPPLEMENTARY GENERAL CONDITIONS
01300 ADMINISTRATIVE REQUIREMENTS
01400 QUALITY CONTROL
01500 TEMPORARY FACILITIES
01600 PRODUCT REQUIREMENTS
01700 EXECUTION REQUIREMENTS
01740 WARRANTIES AND BONDS

TECHNICAL SPECIFICATION SPECIAL PROVISIONS

02056S EMBANKMENT, BORROW, AND BACKFILL – UDOT SPECIAL
PROVISION
02300S PROJECT-SPECIFIC EARTHWORK REQUIREMENTS – PROJECT
SPECIAL PROVISION
02640S BRINE POND – PROJECT SPECIAL PROVISION
02721S UNTREATED BASE COURSE (UTBC) -- UDOT SPECIAL PROVISION
02742S PROJECT SPECIFIC SURFACING REQUIRMENTS – UDOT SPECIAL
PROVISION

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BID SCHEDULE & MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SECTION INCLUDES
A. Bid schedule.
B. Measurement and payment provisions.
1.2 RELATED SECTIONS
A. None
1.3 REFERENCES
A. APWA 01 29 00: Payment Procedures
1.4 DEFINITIONS
A. None
1.5 SUBMITTALS
A. None.
1.6 CONSTRUCTION CONTRACT
A. The Construction Contract is known as: UTAH DEPARTMENT OF
TRANSPORTATION - MAINTENANCE STATION #3436 MANILA

PART 2 BID SCHEDULE

2.1 BASE BID
A. Bid Schedule below describes work basic to the Contract.

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BID SCHEDULE

MS4 IMPROVEMENTS - MANILA MAINTENANCE STATION
UDOT PIN 19118 BID SCHEDULE
Bid Item
Number Description Est.
Qty. Unit Unit Price Amount
1 Mobilization 1 LS
2 Survey 1 LS
3 MS4 Compliance Plan 1 LS
4 Demolition 1 LS
5 Mass Grading and Excavation 1 LS
6 HMA - 1/2 inch 190 TN
7 Untreated Base Course 210 CY
8 Granular Borrow 170 CY
9 Gravel Trench (50 LF) 1 LS
10 Dumpster Pad and Retaining Curb 18 CY
11 Brine Tank Pad and Retaining
Curb 22 CY
12 Loose Riprap 15 CY
13 Brine Pond - Double Lined with
Leak Detection 1 LS
14 Stormwater Retention Pond Finish
Grading 1 LS
15 North Swale Finish Grading 1 LS
16 UDOT CB 5A Catch Basin 2 EA
17 6' Concrete Waterway 90 LF
18 Drainage Pipe - 8 Inch
Thermoplastic, Leak-Resistant 347 LF
19 6' Chain Link Fence 240 LF
20 Buried Electrical Conduit and
Conductor Wire 125 LF
21 Misc Electrical Fixtures, Wiring,
and Appurtenances 1 LS
22 Utility Investigation (Contingency) 5 EA

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Total Bid Schedule = $ _____________________________________________

Schedule Total in Words ______________________________________________

Signature___________________________________________________________
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

BID SCHEDULE & MEASUREMENT AND PAYMENT 4 / 9

PART 3 MEASUREMENT AND PAYMENT

3.1 GENERAL
A. See measurement and payment procedures in APWA Section 01 29 00.
B. ENGINEER will take all measurements and compute all quantities.
C. CONTRACTOR will verify measurement and quantities.
D. CONTRACTOR will provide all equipment, workers, and survey crews to assist
ENGINEER in making measurements.
E. Units of measurement are listed above in the bid schedule(s).

3.2 #1 MOBILIZATION
A. Measured by lump sum (LS).
B. Payment covers cost of mobilization, demobilization, installation of temporary
facilities and any permits/fees with Manila City. Payment will be made on a
percentage basis as follows.
Percent of Original Contract
Amount Earned

Percent of Amount Bid for
Mobilization to be Paid
5

40
15

20
40

30
50

10

3.3 #2 SURVEY
A. Measured by lump sum (LS).
B. Payment includes all costs incidental with project surveying and staking including
mobilization.

3.4 #3 MS4 COMPLIANCE PLAN
A. Measured by lump sum (LS).
B. Payment covers the CONTRACTOR in providing and maintaining an MS4
Compliance Plan. Payment also covers all erosion control that is not listed as
separate bid items, which includes construction fencing, inlet protection & clean-
out, stabilized roadway entrances, and all other measures included on the erosion
control plan.

3.5 #4 DEMOLITION
A. Measured by lump sum (LS).
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BID SCHEDULE & MEASUREMENT AND PAYMENT 5 / 9
B. Payment includes all costs incidental demolition and removal work on the site.
This includes but is not limited to pavement sawcut, asphalt removal, concrete
removal, and removal of safety bollards and pier foundations.
C. This item includes proper disposal of any brine water in the existing asphalt pond.
No extra payment will be made for hazardous materials disposal fees.
D. This item includes protection of existing facilities to remain in place during and
after demolition such as concrete slabs, utilities, structures, etc.
E. Includes disposal of all items and materials removed.
F. General excavation is not included in this item and is instead covered under Item
#5: MASS GRADING AND EXCAVATION.

3.6 #5 MASS GRADING AND EXCAVATION
A. Measured by lump sum (LS).
B. Payment includes all labor, equipment, and materials required for onsite bulk
earthwork including excavation, rough grading, stockpiling and reuse of on-site
materials, disposal or spreading of excess spoils, etc.
C. Finish grading, subgrade preparation, placement and compaction of imported
base materials, etc. are excluded from this item.

3.7 #6 HMA – 1/2 INCH
A. Measured per ton (TN).
B. Payment includes all costs, labor, material, and equipment to provide, install and
compact incidental to the placement of HMA – 1/2 PG 64-28 in its final position
as specified. Use UDOT specifications 02741 HOT MIX ASPHALT and 02742
PROJECT SPECIFIC SURFACING REQUIRMENTS. Weigh tickets shall be
provided to the Engineer daily. Sub-grade and Base Course shall be compacted,
proof rolled prior to installation of asphalt.
C. No additional payment will be made for specialty equipment or methods required
for placement of pavement in strip, high-slope, or limited access areas.
D. Includes miscellaneous asphalt patch and repair.
E. Notify OWNER 7 days prior to work on item. OWNER will mark locations in field
during this 7 day time period.

3.8 #7 UNTREATED BASE COURSE
A. Measured per cubic yard (CY).
B. Payment includes all costs incidental to the placement of untreated base course
in its final position including but not limited to labor, material, and equipment to
provide and install, compact, test, and grade base course material as specified.
Weigh tickets shall be provided to the ENGINEER daily. Measurement shall be
for material compacted in place in preparation for placement of base course
material.
C. Use UDOT specification 02721S.
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D. Preparation and compaction of native or on-site borrow materials is covered
under this item only where UTBC is placed directly over native borrow, otherwise
subgrade preparation and compaction is covered under Item #8 GRANULAR
BORROW.
E. Notify OWNER 7 days prior to work on item. OWNER will mark locations in field
during this 7 day time period.

3.9 #8 GRANULAR BORROW
A. Measured per cubic yard (CY).
B. Payment includes all costs incidental to the placement of granular borrow in its
final position including but not limited to labor, material, and equipment to provide
and install, compact, test, and grade material as specified. Weigh tickets shall be
provided to the ENGINEER daily. Measurement shall be for material compacted
in place in preparation for placement of base course material.
C. Use UDOT specification 02056S.
D. Structural fill under the brine tank pad is included in this item.
E. This Item includes subgrade preparation and compaction of native or on-site
borrow materials directly beneath placement areas.
F. Notify OWNER 7 days prior to work on item. OWNER will mark locations in field
during this 7 day time period.

3.10 #9 GRAVEL TRENCH
A. Measured by lump sum (LS).
B. Payment includes all material and labor costs incidental to installation of the
gravel trench behind the brine tank pad including drain rock, separation fabric, rip
rap, finish grading, etc.
C. Rough grading and placement of adjacent on-site reuse materials are covered
separately under Item #5 MASS GRADING AND EXCAVATION.

3.11 #10 DUMPSTER PAD AND RETAINING CURB
A. Measured per cubic yard (CY) of placed and finished concrete structure.
B. Payment includes all costs incidental to the installation of the reinforced concrete
dumpster slab and retaining curb in their final positions.
C. Includes finish grading around retaining curb.
D. Rough grading, excavation, backfill, subgrade preparation and placement of base
materials are included in other items.

3.12 #11 BRINE TANK PAD AND RETAINING CURB
A. Measured per cubic yard (CY) of placed and finished concrete structure.
B. Payment includes all costs incidental to the installation of the reinforced concrete
brine tank mat slab and retaining curb in their final positions.
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C. Includes finish grading around retaining curb.
D. Rough grading, excavation, backfill, subgrade preparation and placement of base
materials are included in other items.

3.13 #12 LOOSE RIPRAP
A. Measured per cubic yard (CY).
B. Includes finish excavation and subgrade preparation required for placement flush
with adjacent finish grades.
C. Includes all necessary materials required for installation including but not limited
to rock and geotextile fabric.

3.14 #13 BRINE POND – DOUBLE LINED WITH LEAK DETECTION
A. Measured by lump sum (LS).
B. Payment includes all costs incidental to the construction and testing of the brine
pond and double leak detection system.
C. Includes all incidental work, labor, material and equipment for preparation and
installation of subgrade, bedding sand, two layers of 60 mil HDPE liner, Geonet
(200 GSE Hypernet or approved equal), drainage geotextile, fill material,
concrete with Xypex admixture and reinforcing.
D. No additional payment will be made for water tight seal or seam, including but
not limited to liner overlap, seaming installation and seaming testing.
E. Includes material and labor to install waterstops.
F. Includes installation of lower leak detection port consisting of HDPE pipe riser
with perforated pipe bottom per plan detail, threaded removable plug and a cast
iron ring with lid flush to adjacent surface and float indicator.
G. Includes installation of upper leak detection port consisting of perforated HDPE
pipes and manifold with geotextile pipe wraps, and pipe riser with threaded
removable plug and a cast iron ring with lid flush to adjacent surface per plan
details.

3.15 #14 STORMWATER RETENTION POND FINISH GRADING
A. Measured by lump sum (LS).
B. Payment includes all costs incidental to finish grading of the stormwater
retention pond including placement and retention lower berm in compacted lifts.
C. Includes native seed mix or weed barrier as directed by UDOT

3.16 #15 NORTH SLOPE AND SWALE FINISH GRADING
A. Measured by lump sum (LS).
B. Payment includes all equipment and labor costs required incidental to the finish
grading of all plan areas north of the brine tank and pond including the swale
north of the existing salt shed and the sloped area west of the salt shed.
C. Includes compaction and proof rolling.

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3.17 #16 UDOT CB 5A CATCH BASINS.
A. Measured per each (EA).
B. Payment covers the cost of providing and installing size and type as necessary
for the indicated pipe sizes as shown in the plans. Work includes delivery,
excavation, subgrade preparation, foundation gravel, placement, compaction,
bicycle safe grate and frame, backfilling, compaction, and setting the frame to the
designated grade, connecting to existing pipe or culvert, and/or new pipe or
culvert, and protection of existing utilities and all other work associated with this
item. Contractor will be responsible for staking, or re-staking.
C. The connection to any pipe culvert or other drainage feature will be incidental to
construction and no separate payment will be made for this work.

3.18 #17 6’ CONCRETE WATERWAY
E. Measured per cubic yard (LF) of placed and finished concrete structure.
F. Payment includes all costs incidental to the installation of the reinforced concrete
waterway in its final position.
G. Pavement demolition, subgrade preparation and placement of base materials,
and asphalt patching are included in other items.

3.19 #17 DRAINAGE PIPE – 8 INCH, THERMOPLASTIC, LEAK-RESISTANT
A. Measurement will be made from structure to structure along centerline of pipe per
linear foot (LF).
B. Payment covers the cost of the size and type of pipe indicated, with installation
per UDOT standard drawing DG5 and surface restoration not identified as
separate pay items in the price schedule. Payment includes excavation, bedding
material, and backfill in the pipe zone. Payment covers the cost of incidental work
such as, fittings, couplings, cleanouts, joint lubricants; selective clearing and tree
removal; removal and disposal of interfering structures and obstructions;
concrete rings, frame and lid as applicable; grout; jackhammer work; trench
shoring or trench boxes as applicable; underground line markers; cleaning of
invert covers; removal and disposal of waste materials; restoration of all utilities
damaged as a result of operations; site dewatering; pipe line cleaning; main repair
or replacement if damaged by CONTRACTOR; and similar work to complete the
installation of the pipe. Also includes all costs incidental to connections with
existing and proposed structures.
C. Includes mitered drainage grates at pipe discharge.
D. Pipe line must be inspected prior to acceptance by the OWNER.
E. Item does not include underdrain leak detection piping.

3.20 #19 6’ CHAIN LINK FENCE
A. Measured per linear foot (LF).
B. Payment includes all costs incidental to the installation of chain link fence along
the pond wall. Includes fencing material, posts, post bases, connection to wall.
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3.21 #20 BURIED ELECTRICAL CONDUIT AND CONDUCTOR WIRE
A. Measured per linear foot (LF).
B. Payment includes all costs incidental to the installation of the power line
extension to relocated pump house building. Includes trenching and backfill, and
conduit risers.
C. Finish grading and placement of onsite borrow materials are covered under other
items.
D. All other electrical work including appurtenances, connections, fixtures, etc.
covered under Item #21 MISC ELECTRICAL FIXTURES, WIRING, AND
APPURTENANCES.

3.22 #21 MISC ELECTRICAL FIXTURES, WIRING, AND APPURTENANCES
A. Measured per lump sum (LS).
B. Payment includes all costs incidental to wiring and installation of electrical
connections, fixtures, panels, etc.
C. Item includes building penetrations and attachments. All penetrations shall be
sealed and fireproofed as required by the local building department and the
International Building Code.
D. Buried conduit, risers, and conductor wire are covered under Item #20 BURIED
ELECTRICAL CONDUIT AND CONDUCTOR WIRE.

3.23 #21 UTILITY INVESTIGATION (CONTINGENCY)
A. Measurement by each utility investigation (EA).
B. Payment covers the cost of all incidental work for utility investigations.

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SECTION 01110 – SUPPLEMENTARY GENERAL CONDITIONS

PART 1 GENERAL
1.1 SUMMARY OF WORK
A. Project Identification: As follows:
1. Location: 418 N. 2nd St, Manila 84046
2. Owner: Utah Department of Transportation
Region 3
658 N 1500 W
Orem, UT 84057

B. Construction Documents dated May 2025 and prepared by WCG.
C. This project is to construct a new brine pond with a double lined leak detection
system, concrete pad and retaining curb for relocated brine tanks and pump house,
electrical distribution from an existing panel to the relocated pump house, a
dumpster pad and retaining curb, and new concrete waterway, a new stormwater
retention pond, and miscellaneous site grading features. This site infrastructure
improvements are for UDOT maintenance station 3436 (Manila) at the UDOT
owned site in Manila, Utah per this description and the attached drawings and
specifications. The attachment includes drawings indicating the required work.
Also attached is a short specification outlining the requirements. The drawings and
specifications are to be considered together as the bid documents and are to be
taken as a whole.
D. The contractor will be responsible for verifying all existing conditions prior to the
bid.
E. It is mandatory that potential bidders visit the site. A pre-bid meeting will be held
on Wednesday, June 11, 2025, at 1:00 PM at the UDOT Maintenance Station at
418 N 2nd East, Manila, Utah 84046. Questions during the bid period must be
submitted through the Utah Public Procurement Place (U3P), also known as
Sciquest. Questions asked in any other format will not be addressed. Any
inadvertent information obtained from unauthorized questions will not be
considered the official position of the State. Relying on such information is at the
bidder’s risk. Only questions and answers posted on Sciquest, and any final
addendum issued on Sciquest will be considered (with the original bid documents)
as official parts of this bid document.
1.2 SUBMITTING A BID
A. Submit and Invitation to Bid (IFB) with all required information. The only method of
submitting your bid is electronically through Sciquest. When submitting a bid
electronically through Sciquest, please allow sufficient time to complete the online
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SECTION 01110 - SUPPLEMENTARY GENERAL CONDITIONS 2 / 4
forms and upload documents. The solicitation will end at the closing time listed in
the RFP. If you are in the middle of uploading your bid at the closing time, the
system will stop the process, and your bid will not be received by the system.

B. Electronic bids may require uploading of electronic attachments. Sciquest’s site
will accept a wide variety of document types as attachments. However, the
submission of documents containing embedded documents (zip files), mov, wmp,
and mp3 files are prohibited. All documents should be attached as separate files.
1.3 WORK RESTRICTIONS
A. Contractor's Use of Premises: During construction, Contractor shall have full use
of building site and adjacent area as required for construction. Contractor's use of
premises is limited only by Owner's right to perform work or other activities on the
site.
B. Site construction may not begin until the Start Date as determined in Paragraph
1.4 of this Section. The Contractor may access the site for evaluation and
measuring for materials and quantities. The Contractor is expected to have
everything ordered and prepared for the start of construction.
1.4 TIME OF COMPLETION AND DELAY REMEDY
A. This project may be completed in 2025 or 2026. However, all construction must be
completed in the same calendar year. Contractor must select the calendar year in
which work will be performed at which point the Contract Time shall be determined
as follows:
1. For 2025 construction: The project Start Date shall be determined by the
Contractor after July 1, 2025, and shall be Substantially Complete by October
15, 2025.
2. For 2026 construction: The project Start Date shall be determined by the
Contractor after May 1, 2026, and shall be Substantially Complete by October
15, 2026.
B. Contractor agrees to pay liquidated damages in the amount of $1500 per day for
each day after the expiration of the Contract Time until the Contractor achieves
Substantial Completion.
C. Any punch list items must be complete within 30 days from substantial completion.
The Contractor agrees to pay liquidated damages in the amount of $500 per day
for each day after the punch list deadline if not all punch list items are complete.
1.5 BONDS
A. PERFORMANCE BOND
1. At the time of the execution of the contract, the contractor shall provide a
performance bond for 100% of the total purchase price of the contract
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SECTION 01110 - SUPPLEMENTARY GENERAL CONDITIONS 3 / 4
guaranteeing performance and product. (A cashier’s check for the above
amount may be substituted for the performance bond.)
1.6 INSURANCE

A. WORKERS’ COMPENSATION
1. The contractor will be required to furnish proof that all employees involved in
this project are covered by Workmen's Compensation. The State will not be
liable for injuries incurred during this project.
1.7 CERTIFICATE OF INSURANCE
A. Before contract award, successful bidder must provide a certificate of insurance
certifying that the contractor will provide and maintain a policy of insurance in which
the Department of Transportation is named as an additional insured. Coverage
shall be in the following amounts:
1. $250,000 for bodily injury
2. $500,000 for each accident occurrence
3. $100,000 for property damage
B. If the contractor cannot obtain this insurance, the contractor shall provide a policy
with a minimum coverage of $1,000,000 in the aggregate.
C. The certificate must also state that no cancellation or decrease in coverage shall
be made without giving the State at least 30 days prior written notice.
1.8 GENERAL CONDITIONS
A. American Public Works Association (APWA) current specifications apply to this
this project for all sanitary sewer and municipal water line items. The DFCM
General Conditions shall apply to this project for all structural items. This document
may be viewed at https://dfcm.utah.gov/wp-content/uploads/DFCM-General-
Conditions.pdf. The Utah Department of Transportation (UDOT) Specifications
apply to this project for all earthwork, surfacing, storm water and Portland cement
and reinforcement items. These documents can be viewed online. Where conflicts
occur between APWA, DFCM and UDOT the most stringent will apply as
determined by UDOT or their representative. UDOT General Provision apply.
1.9 SAFETY
A. Contractor shall comply with the current edition of the Utah Department of
Transportation Safety and Health Manual. Copies may be downloaded from the
web site https://www.udot.utah.gov/main/uconowner.gf?n=22185504109947669.
Owner intends to inspect the job site monthly for compliance with the standard.
Failure to comply with the requirements of the cited manual may result in the
Owner issuing a cease-and-desist order until such time as the noted violations are
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SECTION 01110 - SUPPLEMENTARY GENERAL CONDITIONS 4 / 4
corrected. The Contractor will be held responsible for all costs resulting from safety
violations.
1.10 MATERIALS
A. Material furnished to the State of Utah shall be certified as new and must meet all
current State and Federal applicable building codes and safety regulations.
B. Bids shall include all materials and equipment necessary for complete finished
construction.
1.11 WARRANTY
A. Unless noted otherwise, Contractor shall provide a general written one-year
warranty for the replacement of all defective materials, including labor and travel
that are used in this project. See individual specification sections for additional
warranties. All warranties shall be from date of substantial completion.
1.12 BUILDING CODES
A. The improvements shall be constructed according to all applicable State, Local
and National Codes.
1.13 AS-BUILT PLAN SUBMITTAL
A. Contractor will be required to submit to the Owner a final set of as-builts and any
applicable operations and maintenance manuals. Submittal shall be in pdf format.
1.14 SITE WORK
A. The Contractor shall be responsible for all site work related to construction of the
improvements, excavation, backfilling and paving of trenches, etc.
B. See Section 01400 Paragraph 1.1 for quality control requirements of site work
materials.
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION (Not Applicable)

END OF SECTION
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01300 - ADMINISTRATIVE REQUIREMENTS 1 / 3
SECTION 01300 - ADMINISTRATIVE REQUIREMENTS

PART 1 - GENERAL

1.1 PROJECT MANAGEMENT AND COORDINATION

A. Verify layout information shown on Drawings, in relation to property survey and
existing benchmarks, before laying out the Work.

B. Progress meetings will be held at Project site every week. Owner, Designer,
Contractor, and each subcontractor or other entity concerned with current
progress or involved with planning or coordination of future activities, shall attend.

1. Minutes of each meeting will be prepared by Contractor and distributed to
all parties present.

1.2 CONSTRUCTION SCHEDULE

A. Prepare a horizontal bar-chart-type, construction schedule. Provide a separate
time bar for each activity and a vertical line to identify the first workday of each
week. Use same breakdown of Work indicated in the Schedule of Values. As
Work progresses, mark each bar to indicate actual completion.

1. Submit within 10 days of the date established for Commencement of the
Work.
2. Prepare the schedule on reproducible media, of width sufficient to show
data for the entire construction period.
3. Coordinate each element with other activities. Show each activity in proper
sequence. Indicate sequences necessary for completion of related Work.
4. Indicate Substantial Completion and allow time for Engineer's procedures
necessary for certifying Substantial Completion.
5. Schedule Distribution: Distribute copies to Owner, Engineer,
subcontractors, and parties required to comply with dates.
6. Updating: Revise the schedule after each meeting or activity where
revisions have been made.

1.3 SUBMITTAL PROCEDURES

A. Coordinate submittal preparation with construction schedule, fabrication lead-
times, other submittals, and other activities that require sequential operations.

1. No extension of Contract Time will be authorized due to failure to transmit
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SECTION 01300 - ADMINISTRATIVE REQUIREMENTS 2 / 3
submittals in time to permit processing sufficiently in advance of when
materials are required in the Work.
2. Owner will not accept submittals from sources other than Contractor.

B. Prepare submittals by placing a permanent label on each for identification.
Provide a 4- by 5-inch (100- by 125-mm) space on the label or beside title block
to record review and approval markings and action taken. Include the following
information on the label:

1. Project name.
2. Date.
3. Name and address of Contractor.
4. Name and address of subcontractor or supplier.
5. Number and title of appropriate Specification Section.
6. Contractor's certification that materials comply with specified requirements.

C. Product Data: Mark each copy to show applicable choices and options. Include
the following:

1. Data indicating compliance with specified standards and requirements.
2. Notation of coordination requirements.
3. For equipment data, include rated capacities, dimensions, weights, required
clearances, and furnished specialties and accessories.

D. Shop Drawings: Submit newly prepared information drawn to scale. Indicate
deviations from Contract Documents. Do not reproduce Contract Documents or
copy standard information. Submit 1 reproducible print and 1 blue- or black-line
print on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30
by 42 inches (762 by 1067 mm). Engineer will return the reproducible print.
Include the following:

1. Dimensions, profiles, methods of attachment, coordination with adjoining
work, large scale details, and other information, as appropriate for the Work.
2. Identification of products and materials.
3. Notation of coordination requirements.
4. Notation of dimensions established by field measurement.

E. Samples: Submit Samples finished as specified and identical with the material
proposed. Where variations are inherent in the material, submit at least 3 units
that show limits of the variations. Include product name or name of the
manufacturer.

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SECTION 01300 - ADMINISTRATIVE REQUIREMENTS 3 / 3

F. Engineer will review each submittal, mark as appropriate to indicate action taken,
and return copies less those retained. Compliance with specified requirements
remains Contractor's responsibility.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION
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SECTION 01400 - QUALITY CONTROL 1 / 2
SECTION 01400 - QUALITY CONTROL

PART 1 - GENERAL

1.1 QUALITY CONTROL

A. Quality-control services include inspections, tests, and related actions including
reports, performed by independent agencies, and by governing authorities.

B. Contractor shall employ and pay a qualified independent testing agency to
perform tests and inspections specified in other Sections, and those required by
authorities having jurisdiction.

1. Contractor is responsible for scheduling inspections and tests.

C. Retesting: Contractor shall pay for retesting where results of inspections and
tests prove unsatisfactory and indicate noncompliance with requirements.

D. Auxiliary Services: Cooperate with agencies performing inspections and tests.
Provide auxiliary services as requested. Notify agency in advance of operations
requiring tests or inspections, to permit assignment of personnel. Auxiliary
services include the following:

1. Access to the Work.
2. Incidental labor and facilities to assist inspections and tests.
3. Adequate quantities of samples of materials that require testing and
assisting in taking samples.
4. Facilities for storage and curing of test samples.
5. Security and protection of samples and test equipment.

E. Duties of Testing Agency: Testing agency shall cooperate with Engineer and
Contractor in performing its duties. Agency shall provide qualified personnel to
perform inspections and tests.

1. Agency shall notify Engineer and Contractor of irregularities or deficiencies
observed in the Work during performance of its services.
2. Agency shall not release, revoke, alter, or enlarge requirements of the
Contract Documents or approve or accept any portion of the Work.
3. Agency shall not perform duties of Contractor.

F. Submittals: Testing agency shall submit a certified written report of each
inspection and test to the following:

1. Owner.
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01400 - QUALITY CONTROL 2 / 2
2. Engineer.
3. Contractor.
4. Structural engineer.
5. Authorities having jurisdiction, when authorities so direct.

G. Report Data: Reports of each inspection, test, or similar service shall include at
least the following:

1. Date of issue.
2. Project title and number.
3. Name, address, and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
5. Names of individuals making the inspection or test.
6. Designation of the Work and test method.
7. Identification of product.
8. Complete inspection or test data.
9. Test results and an interpretation of test results.
10. Ambient conditions at the time of sample taking and testing.
11. Comments or professional opinion on whether inspected or tested Work
complies with requirements.
12. Name and signature of laboratory inspector.
13. Recommendations on retesting or reinspection.

H. Qualifications for Service Agencies: Engage inspection and testing service
agencies that are prequalified as complying with the American Council of
Independent Laboratories' "Quality Assurance Manual" and that specialize in the
types of inspections and tests to be performed.

1. Each agency shall be authorized by authorities having jurisdiction to operate
in the state where the Project is located.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01500 - TEMPORARY FACILITIES 1 / 5
SECTION 01500 – TEMPORARY FACILITIES

PART 1 GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and other Division-1 Specification Sections, apply to
this Section.
1.2 SUMMARY
A. This Section specifies requirements for temporary services and facilities, including
utilities, construction and support facilities, security and protection.
B. Temporary utilities required include but are not limited to:
1. Water service and distribution.
2. Temporary electric power and light.
C. Temporary construction and support facilities required include but are not limited
to:
1. Field office and storage sheds (optional).
2. Sanitary facilities, including portable toilets (required).
3. Dewatering facilities and drains.
4. Temporary project identification signs and bulletin boards.
5. Waste disposal services.
6. Construction aids and miscellaneous services and facilities.
D. Security and protection facilities required include but are not limited to:
1. Environmental protection.
1.3 PROJECT CONDITIONS
A. Temporary Utilities: Coordinate with UDOT staff for temporary power and water
utilities.
B. Conditions of Use: Keep temporary services and facilities clean and neat in
appearance. Operate in a safe and efficient manner. Take necessary fire
prevention measures. Do not overload facilities or permit them to interfere with
progress. Do not allow hazardous dangerous or unsanitary conditions, or public
nuisances to develop or persist on the site.
PART 2 PRODUCTS
2.1 EQUIPMENT
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01500 - TEMPORARY FACILITIES 2 / 5
A. General: Provide new equipment; if acceptable to the Engineer, undamaged,
previously used equipment in serviceable condition may be used. Provide
equipment suitable for use intended.
B. Water Hoses: Provide 3/4" heavy duty, abrasion resistant, flexible rubber hoses 100
ft. long, with pressure rating greater than the maximum pressure of the water
distribution system; provide adjustable shut-off nozzles at hose discharge.
C. Electrical Power Cords: Provide grounded extension cords; use "hard service"
cords where exposed to abrasion and traffic. Provide waterproof connectors to
connect separate lengths of electric cords, if single lengths will not reach areas
where construction activities are in progress.
D. Lamps and Light Fixtures: Provide general service incandescent lamps of wattage
required for adequate illumination. Provide guard cages or tempered glass
enclosures where exposed to breakage. Provide exterior fixtures where exposed
to moisture.
E. Temporary Offices (Optional): Provide mobile unit (trailer) with lockable entrances,
operable windows, and serviceable finishes. Provide heated and air-conditioned
units on foundations adequate for normal loading.
F. Temporary Toilet Units (Required): Provide self-contained single occupant toilet
units of the chemical, aerated recirculation, or combustion type, properly vented
and fully enclosed with a glass fiber reinforced polyester shell or similar
nonabsorbent material.
G. First Aid Supplies: Comply with governing regulations.
H. Fire Extinguishers: Provide hand carried, portable UL rated, class "A" fire
extinguishers for temporary offices and similar spaces. In other locations provide
hand carried, portable, UL rated, class "ABC" dry chemical extinguishers, or a
combination of extinguishers of NFPA recommended classes for the exposures.
1. Comply with NFPA 10 and 241 for classification, extinguishing agent and size
required by location and class of fire exposure.
PART 3 EXECUTION
3.1 INSTALLATION
A. Use qualified personnel for installation of temporary facilities. Locate facilities where
they will serve the Project adequately and result in minimum interference with
performance of the Work. Relocate and modify facilities as required.
B. Provide each facility ready for use when needed to avoid delay. Maintain and
modify as required. Do not remove until facilities are no longer needed or are
replaced by authorized use of completed permanent facilities.
3.2 TEMPORARY UTILITY INSTALLATION
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01500 - TEMPORARY FACILITIES 3 / 5
A. Temporary Water Service: Coordinate with UDOT staff for temporary water
connections.
1. Provide all fittings, connections, hoses, piping, etc.
2. Protect all distribution elements from operational traffic and construction
activities.
3. Protect distribution elements from freezing.
B. Temporary Electric Power Service: Coordinate with UDOT staff for temporary
power connections.
1. Provide weatherproof, grounded electric power service and distribution system
of sufficient size, capacity, and power characteristics during construction period
or earlier if existing service is available.
2. Ensure that primary distribution is either buried or located overhead such that
lines are fully protected and vehicle traffic is unimpeded during normal UDOT
operations and during all construction activities.
3. Where permitted, wiring circuits not exceeding 125 Volts, AC 20 ampere rating,
and lighting circuits may be nonmetallic sheathed cable where overhead and
exposed for surveillance.
3.3 TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INSTALLATION
A. When field offices, storage sheds, sanitary facilities and other temporary
construction and support facilities are used the requirements of this section shall
apply.
1. Maintain temporary construction and support facilities until near Substantial
Completion. Remove prior to Substantial Completion. Personnel remaining
after Substantial Completion will be permitted to use permanent facilities, under
conditions acceptable to the Owner.
2. Provide incombustible construction for offices, shops and sheds located within
the construction area, or within 30 feet of building lines. Comply with
requirements of NFPA 241.
B. Temporary Toilet Facilities:
1. Provide temporary toilets with toilet tissue and hand sanitizer.
2. Comply with regulations and health codes for the type, number, location,
operation and maintenance of facilities.
3. Install where facilities will best serve the Project's needs and as approved by
UDOT.
4. Ensure facilities are cleaned and waste removed on a regular schedule.
5. Do not use UDOT toilet facilities.
C. On-site wash and drinking water facilities: Do not use UDOT interior building
facilities for washing and drinking water.
D. Dewatering Facilities and Drains: For temporary drainage and dewatering facilities
and operations not directly associated with construction activities included under
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01500 - TEMPORARY FACILITIES 4 / 5
individual Sections, provide dewatering procedures, temporary trenches and field
drains as needed to maintain the site, excavations and construction free of water.
E. Collection and Disposal of Waste: Collect waste from construction areas and
elsewhere daily. Comply with requirements of NFPA 241 for removal of combustible
waste material and debris. Enforce requirements strictly. Do not hold materials more
than 7 days during normal weather or 3 days when the temperature is expected to
rise above 80 deg F (27 deg C). Handle hazardous, dangerous, or unsanitary waste
materials separately from other waste by containerizing properly. Dispose of
material in a lawful manner.
3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Temporary Fire Protection: Until fire protection needs are supplied by permanent
facilities, install and maintain temporary fire protection facilities of the types needed
to protect against reasonably predictable and controllable fire losses. Comply with
NFPA 10 "Standard for Portable Fire Extinguishers," and NFPA 241 "Standard for
Safeguarding Construction, Alterations and Demolition Operations."
1. Locate fire extinguishers where convenient and effective for their intended
purpose, but not less than one extinguisher on each floor at or near each usable
stairwell.
2. Store combustible materials in containers in fire-safe locations.
3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire
protection facilities, stairways and other access routes for fighting fires. Prohibit
smoking in hazardous fire exposure areas.
4. Provide supervision of welding operations, combustion type temporary heating
units, and similar sources of fire ignition.
B. Environmental Protection: Provide protection, operate temporary facilities and
conduct construction in ways and by methods that comply with environmental
regulations, and minimize the possibility that air, waterways and subsoil might be
contaminated or polluted, or that other undesirable effects might result. Avoid use of
tools and equipment which produce harmful noise. Restrict use of noise making
tools and equipment to hours that will minimize complaints from persons or firms
near the site.
3.5 OPERATION, TERMINATION AND REMOVAL
A. Supervision: Enforce strict discipline in use of temporary facilities. Limit availability
of temporary facilities to essential and intended uses to minimize waste and abuse.
B. Maintenance: Maintain facilities in good operating condition until removal. Protect
from damage by freezing temperatures and similar elements.
C. Termination and Removal: Unless the Engineer requests that it be maintained
longer, remove each temporary facility when the need has ended, or when replaced
by authorized use of a permanent facility, or no later than Substantial Completion.
Complete or, if necessary, restore permanent construction that may have been
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01500 - TEMPORARY FACILITIES 5 / 5
delayed because of interference with the temporary facility. Repair damaged Work,
clean exposed surfaces and replace construction that cannot be satisfactorily
repaired.
1. Materials and facilities that constitute temporary facilities are property of the
Contractor. The Owner reserves the right to take possession of Project
identification signs.
2. At Substantial Completion, clean and renovate permanent facilities that have
been used during the construction period.
END OF SECTION
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01600 - PRODUCT REQUIREMENTS 1 / 2
SECTION 01600 - PRODUCT REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION REQUIREMENTS

A. Provide products of same kind from a single source.

B. Deliver, store, and handle products according to manufacturer's written
instructions, using means and methods that will prevent damage, deterioration,
and loss, including theft.

1. Schedule delivery to minimize long-term storage and to prevent
overcrowding construction spaces.
2. Deliver in manufacturer's original sealed packaging with labels and written
instructions for handling, storing, protecting, and installing.
3. Inspect to ensure compliance with the Contract Documents and to ensure
items are undamaged and properly protected.
4. Store heavy items in a manner that will not endanger supporting
construction.
5. Store items subject to damage aboveground, under cover in a weathertight
enclosure, with ventilation adequate to prevent condensation. Maintain
temperature and humidity within range required.

PART 2 - PRODUCTS

2.1 PRODUCT OPTIONS

A. Provide items that comply with the Contract Documents, are undamaged, and
are new at the time of installation.

1. Provide products and equipment complete with accessories, trim, finish,
and other devices and components needed for a complete installation and
the intended use and effect.

B. Do not attach manufacturer's labels or trademarks, except for required
nameplates, on surfaces exposed to view in occupied spaces or on the exterior.

C. Select products as follows:

1. Where these Specifications name only a single product or manufacturer,
provide the item indicated. No substitutions will be permitted.
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01600 - PRODUCT REQUIREMENTS 2 / 2
2. Where these Specifications name 2 or more products or manufacturers,
provide 1 of the items indicated. No substitutions will be permitted.
3. Where products or manufacturers are specified by name, accompanied by
the term "or equal," comply with provisions concerning "product
substitutions" to obtain approval for use of an unnamed product or
manufacturer.
4. Where these Specifications describe a product and list characteristics
required, with or without naming a brand or trademark, provide a product
that complies with the characteristics and other requirements.
5. Where these Specifications require compliance with performance
requirements, provide products that comply and are recommended in
writing by the manufacturer for the application.
6. Where these Specifications require compliance with codes, regulations, or
reference standards, select a product that complies with the codes,
regulations, or reference standards.

D. Unless otherwise indicated, Engineer will select color, pattern, and texture of any
product from manufacturer's full range of options.

2.2 PRODUCT SUBSTITUTIONS

A. Reasonable and timely requests for substitutions will be considered.
Substitutions include changes proposed by the Contractor after award of the
Contract, in products and methods of construction required by the Contract
Documents.

1. Do not submit unapproved substitutions on Shop drawings.

B. Submit 4 copies of each request for product substitution. Identify product to be
replaced, provide complete documentation showing compliance of proposed
substitution with all specified requirements, and include the following:

2. A full comparison with the specified product.
3. A list of changes to other Work required to accommodate the substitution.
4. Any proposed changes in the Contract Sum or Contract Time should the
substitution be accepted.

C. Engineer will review the proposed substitution and notify Contractor of its
acceptance or rejection.

PART 3 - EXECUTION (Not Applicable)

END OF SECTION

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01700 - EXECUTION REQUIREMENTS 1 / 3
SECTION 01700 - EXECUTION REQUIREMENTS

PART 1 - GENERAL

1.1 CLOSEOUT SUBMITTALS

A. Record Drawings: Maintain a set of Contract Drawings as Record Drawings. Mark
to show installation that varies from the Work originally shown.

B. Record Specifications: Maintain one copy of the Project Manual, including
addenda, as Record Specifications. Mark to show variations in Work performed
in comparison with the text of the Specifications and modifications.

C. Operation and Maintenance Data: Organize data into 3-ring binders, with pocket
folders for folded sheet information. Mark identification on front and spine of each
binder. Include the following:

1. Emergency instructions.
2. Spare parts list.
3. Copies of warranties.
4. Wiring diagrams.
5. Shop Drawings and Product Data.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 EXAMINATION AND PREPARATION

A. Examine substrates and conditions for compliance with manufacturer's written
requirements including, but not limited to, surfaces that are sound, level, and
plumb; substrates within installation tolerances; surfaces that are smooth, clean,
and free of deleterious substances; and application conditions within
environmental limits. Do not proceed with installation until unsatisfactory
conditions have been corrected.

B. Prepare substrates and adjoining surfaces according to manufacturer's written
instructions, including, but not limited to, the application of fillers and primers.

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01700 - EXECUTION REQUIREMENTS 2 / 3
3.2 CUTTING AND PATCHING

A. Do not cut structural members without prior written approval of Engineer.

B. For patching, provide materials whose installed performance will equal or surpass
that of existing materials. For exposed surfaces, provide or finish materials to
visually match existing adjacent surfaces to the fullest extent possible.

3.3 INSTALLATION

A. Comply with manufacturer's written instructions for installation. Anchor each
product securely in place, accurately located and aligned. Clean exposed
surfaces and protect from damage. If applicable, prepare surfaces for field
finishing.

B. Comply with NFPA 70 for installation of electrically operated equipment and
electrical components and materials.

3.4 FINAL CLEANING

A. Clean each surface or item as follows before requesting inspection for
certification of Substantial Completion:

1. Remove labels that are not permanent.
2. Clean transparent materials, including mirrors. Remove excess glazing
compounds. Replace chipped or broken glass.
3. Clean exposed finishes to a dust-free condition, free of stains, films, and
foreign substances. Leave concrete floors broom clean.
4. Vacuum carpeted surfaces and wax resilient flooring.
5. Wipe surfaces of mechanical and electrical equipment. Remove excess
lubrication. Clean plumbing fixtures. Clean light fixtures and lamps.
6. Clean the site. Sweep paved areas; remove stains, spills, and foreign
deposits. Rake grounds to a smooth, even-textured surface.

3.5 CLOSEOUT PROCEDURES

A. Request Substantial Completion inspection once the following are complete:

1. Advise Owner of pending insurance changeover requirements.
2. Submit Record Drawings and Specifications, maintenance manuals,
warranties, and similar record information.
3. Deliver spare parts, extra stock, and similar items.
4. Changeover locks and transmit keys to Owner.
5. Complete startup testing of systems and instruction of operation and
maintenance personnel.
6. Remove temporary facilities and controls.
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01700 - EXECUTION REQUIREMENTS 3 / 3
7. Complete final cleanup.
8. Touch up, repair, and restore marred, exposed finishes.
9. Obtain final inspections from authorities having jurisdiction.
10. Obtain certificate of occupancy.

B. Upon receipt of a request for inspection, Engineer will proceed with inspection or
advise Contractor of unfilled requirements. Engineer will prepare the Certificate
of Substantial Completion after inspection or advise Contractor of items that must
be completed or corrected before the certificate will be issued.

C. Arrange for each installer of equipment that requires operation and maintenance
to provide instruction to Owner's personnel. Include a detailed review of the
following:

1. Startup and shutdown.
2. Emergency operations and safety procedures.
3. Noise and vibration adjustments.
4. Maintenance manuals.
5. Spare parts, tools, and materials.
6. Lubricants and fuels.
7. Identification systems.
8. Control sequences.
9. Hazards.
10 Warranties and bonds.

D. Request inspection for certification of final acceptance and final payment, once
the following are complete:

1. Submit final payment request with releases of liens and supporting
documentation. Include insurance certificates.
2. Submit a copy of the Substantial Completion inspection list stating that each
item has been completed or otherwise resolved for acceptance.
3. Submit final meter readings for utilities, a record of stored fuel, and similar
data as of the date of Substantial Completion.
4. Submit consent of surety to final payment.

E. Engineer will reinspect the Work on receipt of notice that the Work has been
completed.

1. On completion of reinspection, Engineer will prepare a certificate of final
acceptance. If the Work is incomplete, Engineer will advise Contractor of
the Work that is incomplete or obligations that have not yet been fulfilled.

END OF SECTION
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01740 - WARRANTIES AND BONDS 1 / 3
SECTION 01740 - WARRANTIES AND BONDS

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and
Supplementary Conditions and other Division-1 Specification Sections, apply to
this Section.

1.2 SUMMARY

A. This Section specifies general administrative and procedural requirements for
warranties and bonds required by the Contract Documents, including
manufacturer’s standard warranties on products and special warranties.

1. Refer to the General Conditions for terms of the Contractor's special
warranty of workmanship and materials.

2. General closeout requirements are included in Section "Project Closeout”.

3. Specific requirements for warranties for the Work and products and
installations that are specified to be warranted are included in the individual
Sections of Divisions-2 through-16.

4. Certifications and other commitments and agreements for continuing
services to Owner are specified elsewhere in the Contract Documents.

B. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on
product warranties do not relieve the Contractor of the warranty on the Work that
incorporates the products, nor does it relieve suppliers, manufacturers, and
subcontractors required to countersign special warranties with the Contractor.

1.3 DEFINITIONS

A. Standard Product Warranties are preprinted written warranties published by
individual manufacturers for particular products and are specifically endorsed by
the manufacturer to the Owner.

B. Special Warranties are written warranties required by or incorporated in the
Contract Documents, either to extend time limits provided by standard warranties
or to provide greater rights for the Owner.

1.4 WARRANTY REQUIREMENTS
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01740 - WARRANTIES AND BONDS 2 / 3

A. Related Damages and Losses: When correcting warranted Work that has failed,
remove and replace other Work that has been damaged as a result of such failure
or that must be removed and replaced to provide access for correction of
warranted Work.

B. Reinstatement of Warranty: When Work covered by a warranty has failed and
been corrected by replacement or rebuilding, reinstate the warranty by written
endorsement. The reinstated warranty shall be equal to the original warranty with
an equitable adjustment for depreciation.

C. Replacement Cost: Upon determination that Work covered by a warranty has
failed, replace or rebuild the Work to an acceptable condition complying with
requirements of Contract Documents. The Contractor is responsible for the cost
of replacing or rebuilding defective Work regardless of whether the Owner has
benefited from use of the Work through a portion of its anticipated useful service
life.

D. Owner's Recourse: Written warranties made to the Owner are in addition to
implied warranties, and shall not limit the duties, obligations, rights and remedies
otherwise available under the law, nor shall warranty periods be interpreted as
limitations on time in which the Owner can enforce such other duties, obligations,
rights, or remedies.

1. Rejection of Warranties: The Owner reserves the right to reject warranties
and to limit selections to products with warranties not in conflict with
requirements of the Contract Documents.

E. The Owner reserves the right to refuse to accept Work for the Project where a
special warranty, certification, or similar commitment is required on such Work
or part of the Work, until evidence is presented that entities required to
countersign such commitments are willing to do so.

1.5 SUBMITTALS

A. Submit written warranties to the Engineer prior to the date certified for Substantial
Completion. If the Engineer's Certificate of Substantial Completion designates a
commencement date for warranties other than the date of Substantial
Completion for the Work, or a designated portion of the Work, submit written
warranties upon request of the Engineer.

1. When a designated portion of the Work is completed and occupied or used
by the Owner, by separate agreement with the Contractor during the
construction period, submit properly executed warranties to the Engineer
within fifteen days of completion of that designated portion of the Work.

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 01740 - WARRANTIES AND BONDS 3 / 3
B. When a special warranty is required to be executed by the Contractor, or the
Contractor and a subcontractor, supplier or manufacturer, prepare a written
document that contains appropriate terms and identification, ready for execution
by the required parties. Submit a draft to the Owner through the Engineer for
approval prior to final execution.

1. Refer to individual Sections of Divisions-2 through-16 for specific content
requirements, and particular requirements for submittal of special
warranties.

C. Form of Submittal: At Final Completion compile three copies of each required
warranty and bond properly executed by the Contractor, or by the Contractor,
subcontractor, supplier, or manufacturer. Organize the warranty documents into
an orderly sequence based on the table of contents of the Project Manual.

D. Bind warranties and bonds in heavy-duty, commercial quality, durable 3-ring vinyl
covered loose-leaf binders, thickness as necessary to accommodate contents,
and sized to receive 8-1/2" by 11" paper.

1. Provide heavy paper dividers with celluloid covered tabs for each separate
warranty. Mark the tab to identify the product or installation. Provide a typed
description of the product or installation, including the name of the product,
and the name, address and telephone number of the installer.
2. Identify each binder on the front and the spine with the typed or printed title
"WARRANTIES AND BONDS, the Project title or name, and the name of
the Contractor.
3. When operating and maintenance manuals are required for warranted
construction, provide additional copies of each required warranty, as
necessary, for inclusion in each required manual.

PART 2 - PRODUCTS (Not Applicable).

PART 3 - EXECUTION (Not Applicable).

END OF SECTION
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02056S – EMBANKMENT, BORROW, AND BACKFILL 1 / 8
2025, Version 1
SPECIAL PROVISION

PROJECT #S-R399(367)
PIN #19118

SECTION 02056S

EMBANKMENT, BORROW, AND BACKFILL

Delete Section 02056 in its entirety and replace with the following:

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Embankment, backfill, and bridge approach embankments.

1.2 RELATED SECTIONS

A. Section 01572: Dust Control and Watering

B. Section 02721: Untreated Base Course (UTBC)

C. Section 03575: Flowable Fill

1.3 REFERENCES

A. AASHTO M 145: Classification of Soils and Soil-Aggregate Mixtures for
Highway Construction Purposes

B. AASHTO T 11: Materials Finer than 75 μm (No. 200) Sieve in Mineral
Aggregates by Washing

C. AASHTO T 27: Sieve Analysis of Fine and Coarse Aggregates

D. AASHTO T 99: Moisture-Density Relations of Soils Using a 2.5 kg (5.5-lb)
Rammer and a 305 mm (12 inch) Drop

E. AASHTO T 180: Moisture-Density Relations of Soils Using a 4.54 kg (10-
lb) Rammer and a 457 mm (18 inch) Drop

F. UDOT Materials Manual of Instruction

G UDOT Minimum Sampling and Testing Requirements

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02056S – EMBANKMENT, BORROW, AND BACKFILL 2 / 8
1.4 DEFINITIONS

A. Borrow material – imported material for use in a constructed fill or backfill.

B. Embankment material – suitable material from project roadway excavation
or other excavation for use in a constructed fill or backfill.
C. Well-graded material – Material having an even distribution of different
particle sizes. This even distribution of particles of different sizes results
in a dense mass upon compaction.

1.5 SUBMITTALS

A. Provide the following for information before delivering material to the
project:
1. Supplier and source of materials.
2. Gradation analysis. Refer to AASHTO T 27 and T 11.
3. Soil classification when applicable. Refer to AASHTO M 145.
4. Maximum Dry Density and Optimum Moisture Determination
a. Use AASHTO T 180 Method D for A-1 soils and AASHTO T
99 Method D for all other soils.

B. Requests, for review, to use Untreated Base Course (UTBC) instead of
granular borrow.

C. Engineering proposals for review for alternate materials or trench
configurations for drainage pipe bedding and pipe backfill as outlined in
this Section, 2.2 G. Include all of the following:
1. Stamped drawings and specifications signed and sealed by a
Professional Engineer licensed in the state of Utah.
2. Evaluation of site specific conditions and surrounding soils,
including potential for migration of fines.
3. A structural evaluation of the pipe support system for the proposed
pipe that includes the pipe structural capacity and the depth of fill.
4. Complete bedding or backfill source information including
gradation, soil classification, and laboratory testing reports.

D. Proposals, for review, to place an initial layer of granular material as a
working platform.

1.6 ACCEPTANCE

A. Acceptance sampling and testing is according to UDOT Minimum
Sampling and Testing Requirements.

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02056S – EMBANKMENT, BORROW, AND BACKFILL 3 / 8

B. The Engineer reserves the right to select and test material from any
location at the construction site.
1. The Engineer will establish the limits of nonconforming material
sampled non-randomly.

C. Remove nonconforming material and replace with acceptable material.

PART 2 PRODUCTS

2.1 GENERAL

A. Provide materials free of contamination from chemical or petroleum
products for embankment, borrow, and backfill placements.
1. Materials may include recycled Portland Cement Concrete.
2. Do not include asphalt pavement materials.

2.2 MATERIALS

A. Borrow
1. Classifications A-1-a through A-4. Refer to AASHTO M 145.

B. Granular Borrow
1. Classification A-1-a. Refer to AASHTO M 145.
2. Non-plastic.
3. Meet the gradation requirements of Table 1

Table 1
Granular Borrow Gradation
Sieve Size Percent Passing
4 inch
3 inch
1 inch
1/2 inch
No. 4
No. 10
No. 40
No. 200
100
90 - 100
60 - 100
30 - 80
25 - 65
0 - 50
0 - 30
0 - 15

4. UTBC meeting the requirements of Section 02721, may be used, at
no additional cost to the Department, upon authorization of the
Engineer.

C. Granular Backfill Borrow
1. Classification A-1-a. Refer to AASHTO M 145.
2. Well-graded, 2 inch maximum.
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02056S – EMBANKMENT, BORROW, AND BACKFILL 4 / 8

D. Free-Draining Granular Backfill
1. Meet the gradation requirements of Table 2:

Table 2
Free Draining Granular Backfill Gradation
Sieve Size Percent Passing
1½ inch
1 inch
¾ inch
⅜ inch
90-100
20-55
0-15
0-5

E. Embankment for Bridge
1. Classification A-1. Refer to AASHTO M 145.
2. 3 inch maximum.

F. Embankment Material
1. Roadway excavation and other excavation material.
a. Do not include unsuitable materials such as organic, frozen,
or contaminated soils.
b. Do not use rock or broken concrete materials with any
dimension over 1 ft.
2. Borrow may be substituted for embankment material.

G. Drainage Pipe Bedding and Drainage Pipe Backfill
1. Classification A-1. Refer to AASHTO M145.
a. Well-graded material.
b. Maximum aggregate size is 1½ inches for plastic pipe, 2
inches for all other pipes.
2. Flowable fill. Refer to Section 03575.
a. Use only for drainage pipe backfill.
3. Other materials or trench configurations for drainage pipe bedding
and backfill may be used when authorized.
a. Native materials or uniformly graded materials enclosed in
an appropriate drainage geotextile may be proposed.

PART 3 EXECUTION

3.1 GENERAL

A. Complete clearing, grubbing, stripping, and stockpiling topsoil, and any
necessary excavation before placing material.

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02056S – EMBANKMENT, BORROW, AND BACKFILL 5 / 8

B. Requirements when placing material during freezing or snowy conditions:
1. Do not place embankment, borrow, or backfill material on frozen or
snow-covered areas.
a. Remove snow and frozen material and furnish specified
materials that can be compacted to the specified density.
1) Measure removed material and provide quantities to
the Engineer.
2) The Department does not pay for removed material or
material replacement when it would otherwise meet
specification requirements if unfrozen.
2. Do not deliver or use frozen material.

C. Use appropriate compaction equipment adjacent to pipes, abutments,
back walls, approach slabs, wing walls, retaining walls, and other
structures.
1. Expand the width of the trench to accommodate necessary
compaction equipment.
2. Compact by hand areas where compaction equipment cannot
compact the soil.

D. Compaction Requirements
1. Borrow, Drainage Pipe Bedding, Embankment Material,
Embankment for Bridge, Granular Backfill Borrow and Granular
Borrow
a. Compact each lift to a minimum average of 96 percent of
maximum laboratory density with no single determination
lower than 92 percent.
1) Use AASHTO T 180 Method D for A-1 soils and
AASHTO T 99 Method D for all other soils to establish
maximum laboratory density.
2) Maintain appropriate moisture for compaction during
processing. Refer to Section 01572.
2. Drainage Pipe Backfill
a. Compact each lift to a minimum average of 92 percent
maximum laboratory density with no single determination
less than 90 percent.
1) Use AASHTO T 180 Method D for A-1 soils.
2) Maintain appropriate moisture for compaction during
processing. Refer to Section 01572.
b. Meet the pavement section material density requirement for
pipes that encroach into the pavement section or use
flowable fill.

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02056S – EMBANKMENT, BORROW, AND BACKFILL 6 / 8

3. Material with more than 30 percent retained on the ¾ inch sieve
a. Compact each lift to 100 percent of the developed field
density.
1) The Department develops a field density compaction
curve according to UDOT Materials Manual of
Instruction Section 989.
4. Free-Draining Granular Backfill
a. Compact each lift to 100 percent of the developed field
density.
1) The Department develops a field density compaction
curve according to UDOT Materials Manual of
Instruction Section 989.

E. Place an initial layer of granular material to act as a working platform over
soft, wet ground when authorized by the Engineer.
1. Density requirements do not apply to the working platform except
as specified in this Section, Paragraph 3.2 B.
2. Meet density requirements for embankment, borrow, or backfill
placed above the working platform.
3. Do not place initial layer of embankment, borrow, or backfill until the
Engineer inspects and verifies the working platform or foundation.

3.2 EMBANKMENT MATERIAL AND BORROW PLACEMENT

A. Place embankment material or borrow or both in the embankment section
with the highest quality material in the top portion of the embankment
section.

B. Scarify and compact the top eight inches of the working platform or
foundation to at least 90 percent of maximum laboratory density when the
embankment height is 6 ft or less.

C. Break and scarify all underlying concrete pavement surfaces so that
pieces do not exceed 1 ft2 before placing material over an existing
concrete pavement surface that is outside the limits of removal or
excavation shown.
1. Remove other pavement surfaces that are not portland cement
concrete.

D. Maintain Drainage
1. Grade and maintain the roadway to provide adequate drainage.
2. Maintain drainage pipes and drainage ditches or provide temporary
facilities when interrupting items such as irrigation systems, sewers,
and under-drains.

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02056S – EMBANKMENT, BORROW, AND BACKFILL 7 / 8

E. Spread material uniformly in layers not exceeding 1 ft (uncompacted
depth) and compact to the density requirements.
1. Reduce the lift thickness or modify operations if tests show
unsatisfactory density.
2. Distribute larger particles so space exists for placing and
compacting remaining material.
3. Do not place rocks or broken concrete larger than 4 inches within 1
ft of the subgrade surface.

F. Finish subgrade surface within ±0.2 ft of line and grade.

G. Do not use compacting equipment that causes shear failure in the
constructed fill or backfill.

3.3 GRANULAR BORROW, GRANULAR BACKFILL BORROW, AND BACKFILL
PLACEMENT

A. Compact material in maximum 6 inch layers (uncompacted depth) to the
density requirement.

B. Finish surface within ± 0.1 ft of line and grade.

C. Backfill catch basins, cleanout boxes, manholes, drainage boxes, and
diversion boxes with Granular Backfill Borrow unless otherwise specified
or shown.

3.4 DRAINAGE PIPE FOUNDATION, BEDDING, AND BACKFILL PLACEMENT

A. Place in 6 inch layers (uncompacted depth) and compact to the density
requirement.

B. Place uniform layers of drainage pipe backfill on both sides of the pipe and
compact to the density requirement before placing successive lifts.

C. Fully compact the haunch areas.

3.5 EMBANKMENT FOR BRIDGE PLACEMENT

A. Construct bridge approach embankments from the existing ground up with
the specified material to the limits defined in this Section and according to
GW Series Standard Drawings.
1. Approach Embankments
a. Place embankment for bridge beneath the bridge except
riprap or other described materials used for MSE walls.
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02056S – EMBANKMENT, BORROW, AND BACKFILL 8 / 8
b. Place embankment for bridge to extend at least 150 ft from
the centerline of the bridge abutment as measured along the
approach roadway alignment and on the inside of
abutments.
c. Use the described material throughout the length of the walls
where retaining walls are located beyond this delineation.
2. Intersecting Roadway Embankments
a. Place embankment for bridge along the intersecting roadway
alignment(s) at least 150 ft from the abutment centerline
station as measured along the approach and intersecting
alignments.

B. Spread embankment for bridge uniformly in layers not exceeding 1 ft
(uncompacted depth) and compact to the specified density requirements
before placing the next layer.
1. Reduce the lift thickness if tests show unsatisfactory density.

C. Finish surface within ±0.2 ft of line and grade.

3.6 FREE-DRAINING GRANULAR BACKFILL PLACEMENT

A. Compact material in 1 ft maximum layers.

B. Finish surface within ±0.2 ft of line and grade.

END OF SECTION
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02300S – PROJECT-SPECIFIC EARTHWORK REQUIREMENTS 1 / 3
2025, Version 1
SPECIAL PROVISION

PROJECT #S-R399(367)
PIN #19118

SECTION 02300S

PROJECT-SPECIFIC EARTHWORK REQUIREMENTS

Add Section 02300:

PART 1 - GENERAL

1.1 SECTION REQUIREMENTS

A. Unauthorized excavation consists of removing materials beyond indicated
subgrade elevations or dimensions without direction by Engineer. Unauthorized
excavation and remedial work shall be at Contractor's expense.

B. Do not interrupt existing utilities serving facilities occupied by Owner. Provide
temporary utility services.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Satisfactory Soil: ASTM D 2487 soil classification groups GW, GP, GM, SW, SP,
and SM; free of rock or gravel larger than 2 inches (50 mm) in any dimension,
debris, waste, frozen materials, vegetation, or other deleterious matter.

B. Unsatisfactory Soil: ASTM D 2487 soil classification groups GC, SC, ML, MH,
CL, CH, OL, OH, and PT.

C. Backfill and Fill: Satisfactory soil materials.

D. Subbase: Naturally or artificially graded mixture of natural or crushed gravel,
crushed stone, and natural or crushed sand, ASTM D 2940, with at least 95
percent passing a 1-1/2-inch (38-mm) sieve and not more than 8 percent passing
a No. 200 (0.075-mm) sieve.

E. Bedding: Subbase materials with 100 percent passing a 1-inch (25-mm) sieve
and not more than 8 percent passing a No. 200 (0.075-mm) sieve.
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02300S – PROJECT-SPECIFIC EARTHWORK REQUIREMENTS 2 / 3

F. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or
uncrushed gravel, ASTM D 448, Size 57, with 100 percent passing a 1-1/2-inch
(38-mm) sieve and not more than 5 percent passing a No. 8 (2.36-mm) sieve.

PART 3 – EXECUTION

3.1 EARTHWORK

A. Protect subgrades and foundation soils from softening and damage by water,
freezing temperatures, or frost.

B. Explosives: Do not use explosives.

C. Excavate to subgrade elevations regardless of character of materials and
obstructions encountered.

D. Excavate for structures, building slabs, pavements, and walkways. Trim
subgrades to required lines and grades.

E. Utility Trenches: Excavate trenches to indicated slopes, lines, depths, and invert
elevations. Maintain 12 inches (300 mm) of working clearance on each side of
pipe or conduit.

1. Place, compact, and shape bedding course to provide continuous support
for pipes and conduits over rock and other unyielding bearing surfaces and
to fill unauthorized excavations.
2. Place and compact initial backfill of satisfactory soil material or subbase
material, free of particles larger than 1 inch (25 mm), to a height of 12 inches
(300 mm) over the utility pipe or conduit. Place and compact final backfill of
satisfactory soil material to final subgrade.

F. Plow strip or break up sloped surfaces steeper than 1 vertical to 4 horizontal to
receive fill.

G. When subgrade or existing ground surface to receive fill has a density less than
that required for fill, break up ground surface, pulverize, moisture-condition or
aerate soil, and recompact.

H. Place backfill and fill in layers not more than 8 inches (200 mm) in loose depth at
optimum moisture content. Compact each layer under structures, building slabs,
pavements, and walkways to 95 percent of maximum dry density according to
ASTM D 1557; elsewhere to 90 percent.

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02300S – PROJECT-SPECIFIC EARTHWORK REQUIREMENTS 3 / 3
I. Grade areas to a smooth surface to cross-sections, lines, and elevations
indicated. Grade lawns, walkways, and unpaved subgrades to tolerances of plus
or minus 1-1/4 inch (32 mm) and pavements and areas within building lines to
plus or minus 1/2 inch (13 mm).

J. Under pavements and walkways, place subbase course material on prepared
subgrades and compact at optimum moisture content to required grades, lines,
cross-sections, and thicknesses.

K. Under slabs-on-grade, place drainage fill on prepared subgrade and compact to
required cross- section and thickness.

L. Allow testing agency to inspect and test each subgrade and each fill or backfill
layer and verify compliance with requirements.

M. Remove surplus satisfactory soil and waste material, including unsatisfactory soil,
trash, and debris, and legally dispose of it off Owner's property.

END OF SECTION

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02640S - BRINE POND 1 / 9
2025, Version 1
SPECIAL PROVISION

PROJECT #S-R399(367)
PIN #19118

SECTION 02640S

BRINE POND

Add Section 02640:

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Brine Pond

1.2 RELATED SECTIONS

A. Section 02056S: Embankment, Borrow, and Backfill

B. Section 02231: Site Clearing and Grubbing

C. Section 02300S: Project-Specific Earthwork Requirements

D. Section 02316: Roadway Excavation

E. Section 02317: Structural Excavation and Backfill

F. Section 02610: Drainage Pipe

G. Section 02622: Pipe Underdrains

H. Section 02633: Concrete Drainage Structures

I. Section 02721S: Untreated Base Course (UTBC)

J. Section 02824: Fence on Structure

K. Section 03055: Portland Cement Concrete

L. Section 03152: Concrete Joint Control

M. Section 03211: Reinforcing Steel and Welded Wire

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02640S - BRINE POND 2 / 9
N. Section 03310: Structural Concrete

O. Section 03390: Concrete Curing

1.3 REFERENCES

A. AASHTO LRFD Bridge Construction Specifications

B. AASHTO M 198: Joints for Concrete Pipe, Manholes, and Precast Box
Sections Using Preformed Flexible Joint Sealants

C. AASHTO M 213: Preformed Expansion Joint Fillers for Concrete Paving
and Structural Construction (Non-extruding and Resilient Bituminous
Types)

D. AASHTO M 235: Epoxy Resin Adhesives

E. AASHTO Standard Specification for Highway Bridges – current edition

F. UDOT Quality Management Plans

1.4 DEFINITIONS

A. Brine Pond – Pond where liquid is allowed to evaporate leaving salts and
other waste accumulating at the base for disposal

B. Leak Detection – HDPE pipe placed vertically within free draining rock
between two liners with the lower portion of pipe perforated to help
maintenance crews visually inspect pond liner performance

C. Pond Liner – durable, chemical resistant liner utilized for environmental
water containment

D. Waterstop – material embedded within reinforced concrete joints to
prevent the passage of liquid through the joint

E. OSHA – Occupational Safety and Health Administration

1.5 SUBMITTALS

A. Concrete mix design for approval according to Section 03055.

B. Submit line product data sheet and certification from the Manufacturer that
the liner supplied meets the requirements of this Section, Article 2.2
including Table 1.

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02640S - BRINE POND 3 / 9
C. Submit Manufacturer’s installation instructions and general
recommendations.

1.6 QUALITY ASSURANCE

A. Pre-Construction Conference – The Contractor will arrange a meeting at
the site with the pond liner supplier and where applicable, the liner installer
before the installation of the liner. Notify the Owner and the Engineer at
least three days in advance of the time of the meeting. A representative of
the pond liner supplier must be available on an “as needed” basis during
construction.

1.7 ACCEPTANCE

A. Obtain acceptance from the Engineer upon completing each installation
and before placing backfill.
1. Verify the structures and pipe connections appear watertight.
2. Test according to this section, Article 3.3 when directed by the
Engineer.

B. The Department rejects liner at installation if it has defects, rips, holes,
flaws, deterioration, or damage incurred during manufacture, transport,
handling or storage.

PART 2 PRODUCTS

2.1 CONCRETE

A. Class AA(AE). Refer to Section 03055.

2.2 XYPEX ADMIXTURE

A. Xypex Admix C-500. Verify product type is appropriate with Xypex
Technical Services Representative.

2.3 REINFORCING STREEL AND WELDED WIRE

A. Coated reinforcing steel - Refer to Section 03211.

2.4 STRUCTURAL CONCRETE

A. Refer to Section 03310.

2.5 JOINTS AND SEALERS

A. Preformed Joint Filler. Refer to AASHTO M 213 and AASHTO M 198.
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02640S - BRINE POND 4 / 9

2.6 POND LINER

A. 60 mil textured HDPE geomembrane liner or engineer-approved equal.
Pond liner to have the following minimum properties:
Table 1
NOTES:
 (1)Dispersion only applies to near spherical agglomerates. 10 views shall be Category 1 or 2.
 All geomembranes have dimensional stability of ±2% when tested according to ASTM D 1204
and LTB of <-77° C when tested according to ASTM D 746.

B. Pond liner to be installed per manufacturer minimum specifications and
requirements including seaming and testing.
Tested Property Test Method Frequency Min. Average Value
Thickness (nominal), mil (mm)
Thickness, (min average) mil (mm)
Min 8 of 10 Measurements (-10%)
Lowest individual reading (-15%)
ASTM D5994 every roll 60 (1.5)
57 (1.43)
54 (1.35)
51 (1.28)
Density, g/cc, maximum ASTM D792 Method
B 200,000 lb 0.94
Tensile Properties (each direction)
Strength at Break, lb/in-width
(N/mm) Elongation at Break, %
ASTM D6693,
Type IV
Dumbell, 2 ipm
G.L. 2.0 in (51 mm)
20,000 lb 132 (23.1)
350
Tear Resistance, lb (N) ASTM D1004 45,000 lb 45 (200)
Puncture Resistance, lb (N) ASTM D4833 45,000 lb 120 (534)
Carbon Black Content, % (Range) ASTM D421 8 20,000 lb 2.0-3.0
Carbon Black Dispersion ASTM D5596 45,000 lb Note(1)
Asperity Height, mil (mm) ASTM D7466 second
roll 20 (0.5)
Stress Crack Resistance (SP-
NCTL) hrs. ASTM D5397 200,000 lb 500
Oxidative Induction Time, min ASTM D3895, 200°
C; O2, 1 atm 200,000 lb >140
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02640S - BRINE POND 5 / 9

2.7 GEONET

A. 200 mil GSE Hypernet Geonet or approved equal. Geonet to have the
following minimum properties:
Table 2
Tested Property Min. Avg.
Value
Unit Test Method
Thickness 200.0 mil ASTM D5199
Carbon Black 2.0 % ASTM D4218
Tensile Strength 45.0 lb/in ASTM D7179
Density 0.94 g/cm3 ASTM D1505
Transmissivity 9.6 gal/min/ft ASTM D4716

2.8 WATERSTOPS

A. Refer to Section 03152 for materials requirements.

2.9 FORMS

A. Use plywood, wood, metal, glass, or a combination of these materials.

2.10 FREE DRAINING GRANULAR BACKFILL

A. Refer to Section 02056S.

2.11 UNTREATED BASE COURSE (UTBC)

A. Refer to Section 02721S.

2.12 HOT MIX ASPHALT (HMA)

A. Refer to Section 02741.

2.13 LEAK DETECTION PORTS

A. For leak detection riser, use a 6 inch HDPE pipe with a removable PVC
cap. To preserve the PVC cleanout cap from weathering, install a metal lid
at the surface. Refer to Section 02610 and 02622.

B. For drainage system of untreated base course between HDPE liner and
concrete use 4” Perforated PVC pipe with a 6” perforated PVC manifold.
Wrap all perforated pipe with nonwoven separation fabric. Refer to Section
02610 and 02622.

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02640S - BRINE POND 6 / 9
1. Geotextile wrap to have the following minimum properties:
Table 3
Specifications Value Unit Test Method
Grab Tensile Strength 112 lbs ASTM D4632
Grab Elongation 50 % ASTM D4632
Trapezoidal Tear 40 lbs ASTM D4533
Puncture 40 lbs ASTM D4833
Permittivity 0.5 Sec-1 ASTM D4491
AOS (U.S. Sieve Size) 60 ASTM D4751
U.V. Resistance 50 ASTM D4355

PART 3 EXECUTION

3.1 BRINE POND – DOUBLE LINED WITH LEAK DETECTION

A. Review all work procedures with the Engineer.

B. Excavate and grade to provide a firm and uniform bearing surface. Refer
to Sections 02231, 02300S, and 02316.

C. Place and compact bedding sand material according to Section 02056S.
Place, spread, and compact base sand in such a manner that minimizes
the development of wrinkles in or movement of the pond liner.

D. Place layers of pond liner at the proper elevation and alignment as shown
on the construction drawings. Install liner according to the guidelines
provided by the manufacturer or as directed by the Engineer. Pond liner
may be temporarily secured in place with sand bags, or free draining
granular backfill as required by fill properties, fill placement, weather
conditions, or as directed by the Engineer.

E. Meet manufacturer seaming and testing requirements. At a minimum:

1. Seaming of geomembranes shall be carried out strictly in
accordance with the manufacturer’s written instructions and in
accordance with GRI GM19. The contractor shall provide a
complete description of the processes to be used, and shall identify
the equipment proposed for accomplishing the seaming.
2. The surface of the geomembrane to be welded shall be clean, dry
and free from any foreign matter and contaminants, such as clay
and sand.
3. No geomembranes material shall be seamed when the sheet
temperature is below 5°F and above 170°F as measured by an
infrared thermometer (or surface thermocouple), unless otherwise
approved by the Engineer. For material temperatures between 5°F
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02640S - BRINE POND 7 / 9
and 32°F, seaming shall be performed in accordance with GRI
GM9.
4. Only specialized purpose-designed equipment approved by the
manufacturer shall be used. For long-run work, the machine shall
be mounted on a carriage to operate at a controlled speed. In all
cases, the temperature at the point of fusion shall be monitored and
controlled with an interlock to the drive mechanism so that welding
is stopped if the temperature falls outside the range at which
satisfactory welding can be achieved
5. Each test specimen should fail in the parent material and not in the
weld. The geomembrane material shall not be overheated during
welding such that crystallization, oxidation, perforation or
degradation of the geomembrane occurs.
6. The minimum lap of adjacent geomembrane sheets shall be 6’’,
unless specified as greater by the geomembrane manufacturer or
the welding equipment supplier.
7. Visual Inspections
a. The entire surface of every sheet of geomembrane material
shall be inspected by the Geomembrane Installer during placing
to identify any tears, abrasions, indentations, cracks, thin areas,
or other defects.
b. Any defects such as holes, tears, blisters, lamination,
undispersed raw materials or visible non-uniformity or
contamination by foreign matter which in the opinion of the
Engineer is detrimental to the long service life required of the
membrane geomembrane, shall be grounds for rejection of the
membrane geomembrane material.
c. Where additional faults are found, the Engineer reserves the
right to reject the roll. The Contractor shall replace any rejected
rolls and repair any defects to the Engineer’s satisfaction.
8. Testing
a. Testing of each length of seam shall be carried out within 48
hours of its completion. The acceptance criteria for peel and
shear strength testing shall be in accordance with GRI GM19.
b. Double fusion seams with an enclosed channel shall be air
pressure tested by the Geomembrane Installer in accordance
with ASTM D5820 and ASTM D4437. Every geomembrane
seam shall be subjected to air pressure testing. The testing shall
be achieved by inflation of the space between the welds to
approximately 30 psi pressure and following the 2 minute
“relaxing period” (whereby the air temperature and pressure
stabilizes), the air pressure will be monitored 5 minutes and the
pressure loss recorded. If pressure loss does not exceed 3 psi
after 5 minutes, the seam shall be considered leak tight and
therefore considered to be acceptable.
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02640S - BRINE POND 8 / 9
c. For single welded seams testing shall be achieved using
vacuum testing. Vacuum testing shall be performed by the
Geomembrane Installer in accordance with ASTM D4437 and
ASTM D5641. The Vacuum pump shall be charged and the tank
pressure adjusted to approximately 5 psi. If no bubbles appear
while the vacuum is held for 5 seconds, then the seam is
satisfactory.

F. Install 10 oz. nonwoven geotextile fabric directly on upper pond liner.

G. A minimum loose fill thickness of six inches is required before operation of
tracked vehicles over the geotextile and pond liner. Keep the turning of
tracked vehicles to a minimum to prevent tracks from displacing the fill and
damaging the pond liner.

H. Do not use rubber-tired equipment directly on the pond liner.

I. Replace at no additional cost to the Department any liner damaged
before, during, or after installation.

J. Install drainage pipe wrapped with geotextile on top of liner.

K. Install upper and lower leak detection ports.

L. Place layer of UTBC. Refer to UDOT Section 02721S.

M. Form falsework, secure reinforcing steel and waterstops in position, and
place concrete with Xypex admixture as shown in plans. Refer to UDOT
Sections 03152, 03211, and 03310.

N. Cure according to UDOT Section 03390.

O. Mount chain link fence to top of pond walls. Refer to UDOT Section
02824.
P. Grade and compact untreated base course in preparation for asphalt
paving over liners and up to pond structure.
1. Use the largest piece of vibratory or impact compaction equipment
possible.
2. Continue compaction until additional work does not improve the
measured density.
Q. Remove all loose material and clean vertical edges prior to applying tack
coat and paving.

R. Place and compact HMA or SMA to within 1/8 inch of the existing surface.
Refer to Section 02741 for material requirements.
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02640S - BRINE POND 9 / 9
1. Tack all bituminous surfaces according to UDOT Section 02748.
2. Compact material to a minimum of 92 percent of the theoretical
maximum specific gravity, with special attention to joint density.

END OF SECTION
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02721S – UNTREATED BASE COURSE (UTBC) 1 / 5

PROJECT #S-R399(367)
PIN #19118

SECTION 02721S

UNTREATED BASE COURSE (UTBC)

Delete Section 02721 in its entirety and replace with the following:

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Production, construction, and compaction of UTBC used for pavements,
shoulders, and incidental construction.

1.2 RELATED SECTIONS

A. Section 01572: Dust Control and Watering

1.3 REFERENCES

A. AASHTO T 11: Materials Finer than 75-m (No. 200) Sieve in Mineral
Aggregates by Washing

B. AASHTO T 19: Bulk Density (“Unit Weight”) and Voids in Aggregate

C. AASHTO T 27: Sieve Analysis of Fine and Coarse Aggregates

D. AASHTO T 89: Determining the Liquid Limit of Soils

E. AASHTO T 90: Determining the Plastic Limit and Plasticity Index of Soils

F. AASHTO T 96: Resistance to Degradation of Small-Sized Coarse
Aggregate by Abrasion and Impact in the Los Angeles Machine

G. AASHTO T 180: Moisture-Density Relations of Soils Using a 4.54 kg (10
lb) Rammer and 457 mm (18 in) Drop

H. AASHTO T 193: The California Bearing Ratio

I. AASHTO T 255: Total Evaporable Moisture Content of Aggregate by
Drying

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02721S – UNTREATED BASE COURSE (UTBC) 2 / 5
J. AASHTO T 335: Determining the Percent of Fracture in Coarse
Aggregate

1.4 DEFINITIONS Not Used

1.5 SUBMITTALS

A. Written report for approval for each aggregate class and source, a
minimum of five working days before placement. Include the following:
1. Aggregate suitability. Refer to this Section, Part 2.
2. Name of supplier and location of source.
3. Maximum Dry Density and Optimum Moisture Content and
associated test result data. Refer to AASHTO T 180, Method D.
4. Job mix gradation including single values for each sieve size, No. 4
and finer. The target values must be within the gradation limits of
Table 2.

B. Job-mix gradation changes
1. Refer to this Section, Article 3.2.

1.6 ACCEPTANCE

A. Type I Placement – Pavement Section
1. Use Class A aggregate, Table 1.
2. The Engineer takes random samples from the grade and tests for
moisture, gradation, and laboratory density and performs in-place
density determinations.
3. Meet gradation limits and applicable tolerances of Table 2 for each
gradation test.
a. Evaluate each sublot separately and do not average with
other sublots.
4. Meet minimum density test average of 97 percent of maximum
laboratory density with no test less than 94 percent.

B. Type II Placement – Incidental includes placement for Curb, Curb and
Gutter, Driveways, Pedestrian Access Ramps, Sidewalk, Waterways,
Flatwork, and other items of work in the contract to which UTBC is
included and not measured or paid for separately.
1. Use Class A aggregate, Table 1.
2. The Engineer takes random samples from the grade and tests for
moisture, gradation, and laboratory density and performs in-place
density determinations.

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02721S – UNTREATED BASE COURSE (UTBC) 3 / 5

3. Meet gradation limits and applicable tolerances of Table 2 for each
gradation test.
a. Each sublot will be evaluated separately and not averaged
with other sublots.
4. Meet minimum density test average of 95 percent of maximum
laboratory density with no test less than 92 percent.

C. Type III Placement – Shoulder
1. Use Class A or B aggregate, Table 1.
2. Adjust moisture content before compaction .

D. Material not meeting the gradation requirements may be allowed to remain
in-place at the discretion of the Engineer provided density requirements
are met.
1. Additional lots may not be placed until the deficiencies are
addressed and corrected.

E. Correct material that does not meet the specified criteria by scarifying,
placing additional material, re-mixing, reshaping, and re-compacting when
determined by the Engineer.

F. Do not place additional material on any unaccepted layer.

PART 2 PRODUCTS

2.1 AGGREGATES

A. Well-graded, clean, hard, tough, durable, and sound mineral aggregates
consisting of crushed stone, crushed gravel, or crushed slag, free of
organic matter and contamination from chemical or petroleum products,
according to Table 1.

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02721S – UNTREATED BASE COURSE (UTBC) 4 / 5

Table 1
Aggregate Properties
Aggregate Class A B
Dry Rodded Unit Weight Not less than 75 lb/ft3 AASHTO T 19
Liquid Limit/Plastic Index Non-plastic PI  6 AASHTO T 89
AASHTO T 90
Aggregate Wear Not to exceed 50 percent AASHTO T 96
Gradation Table 2 AASHTO T 11
AASHTO T 27
CBR with a 10 lb surcharge
measured at 0.20 inch penetration
70%
Minimum N/A AASHTO T 193
Two Fractured Faces 50% Min N/A AASHTO T 335

B. Establish the job mix (target) gradation for the ¾ inch sieve and finer
within the gradation limits.
1. The Job Mix Gradation Tolerance is the allowable deviation from
the job mix (target) gradation on the applicable sieves.
2. All other percents passing will be within the gradation limits. Refer
to AASHTO T 11 and AASHTO T 27.

Table 2
Gradation Limits
Sieve Size Job Mix Gradation
Target Band
Job Mix Gradation
Tolerance
1½ inch
1 inch
¾ inch
½ inch
⅜ inch
No. 4
No. 16
No. 200
100
90 - 100
70 - 85
65 - 80
55 - 75
40 - 65
25 - 40
7 - 11

±9.0
±9.0
±9.0
±9.0
±7.0
±5.0
±3.0
Percent passing based on total aggregate (dry weight) and fine and coarse
aggregate with approximately the same bulk specific gravities.

PART 3 EXECUTION

3.1 PREPARATION

A. Remove vegetation before Type III placement. Refer to Section 02231.
1. Protect existing delineators in place.

UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA

SECTION 02721S – UNTREATED BASE COURSE (UTBC) 5 / 5
3.2 INSTALLATION

A. Provide moisture content of ± 2 percent of optimum at the time of
placement. Refer to AASHTO T 180, Method D, AASHTO T 255, and
Section 01572.

B. Procedures for Changing the Job-Mix Gradation
1. Submit changes in writing 24 hours before placement for approval
by the Engineer.

C. Place in layers of uniform thickness and compact each layer to a thickness
not to exceed a 6 inch depth.
1. Do not place on any frozen surface.
2.
D. Finish to a uniform line and grade with surface deviations no more than ⅜
inch in 10 ft in any direction.
1. Correct any profile deviations greater than ⅜ inch.
a. Rework minimum of 4 inch lift to achieve homogeneous
density.
b. Determine limits of correction based on extent of deviation.
c. Continue finishing until existing deviation is less than ⅜ inch.

E. Maintain optimum moisture content ± 2 percent during compaction, refer
to Section 01572.
1. Use appropriate compaction equipment adjacent to abutments,
backwalls, approach slabs, wing walls, retaining walls, and other
structures.
2. Use a minimum of two passes with a roller for Type III placement or
as directed by the Engineer.

END OF SECTION
UTAH DEPARTMENT OF TRANSPORTATION MAINTENANCE STATION 3436 – MANILA
SECTION 02742S – PROJECT SPECIFIC SURFACING REQUIREMENTS 1/ 1

2025, Version 1
SPECIAL PROVISION

PROJECT # S-R399(367)
PIN 19118

SECTION 02742S

PROJECT SPECIFIC SURFACING REQUIREMENTS

Add Section 02742:

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Required PG Asphalt Binder or emulsion

B. Number of gyrations (Nvalues) to use for Superpave Mix Design

1.2 RELATED SECTIONS Not Used

1.3 REFERENCES Not Used

1.4 DEFINITIONS Not Used

1.5 SUBMITTALS Not Used

PART 2 PRODUCTS

2.1 MIXES

A. Asphalt Mix: (Refer to bid item for size)
1. PG 64-34 Asphalt
2. N initial 7 N design 75 N final 115

END OF SECTION