SPECIAL PROVISIONS

ALLUMBAUGH ST, FRANKLIN RD TO DOUGLAS ST

PROJECT NO. 822042

Special Provisions to Modify the 2017 Idaho Standards for

Public Works Construction (ISPWC), Ada County Highway

District Supplemental Specifications to the ISPWC, and the

2023 ITD Standard Specifications for Highway Construction

Prepared by

This stamp certifies the attached modifications to the ISPWC, ACHD supplemental provisions, and ITD Standard

Specifications. It does not certify the ISPWC, ACHD supplemental provisions, or ITD s Standard Specifications.

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Docusign Envelope ID: 1385A248-24B6-8C4D-8233-C567D0B8C8B0

9/28/2026

GENERAL NOTES

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GENERAL SPECIAL PROVISIONS

ACHD PROJECT NO. 822042, GIS No: 205289

Allumbaugh St, Franklin Rd to Douglas St

1. BRIDGE AND ROADWAY CONSTRUCTION

The bridge and roadway construction will be performed using two different specifications.

The bridge will follow ITD’s 2023 Standard Specifications for Highway Construction and as modified herein in the Bridge Special Provisions. All other work will follow ISPWC, ACHD’s

Supplemental Provisions and as modified herein in the Roadway Special Provisions. Bridge limits are defined by the work as detailed in Sheets 19 through Sheet 37.

2. ACHD OWNED CONDUIT IMPACTS

ACHD-owned conduit may be shallow and located directly behind the curb or under the sidewalk. The Contractor’s method of sidewalk and/or curb removal shall be done in a manner to avoid damage to conduit and fiber. Any damage shall be repaired at the

Contractor’s expense.

3. AMERICANS WITH DISABILITY ACCESS (ADA) DURING CONSTRUCTION

The needs and control of all road users (motorists, bicyclists, and pedestrians within the highway and/or public right-of-way, including persons with disabilities in accordance with the

Americans with Disabilities Act of 1990 (ADA), Title II, Paragraph 35.130) through a temporary traffic control “TTC” zone shall be an essential part of highway construction, utility work, maintenance operations, and the management of traffic incidents. The primary function of TTC is to provide for the reasonably safe and efficient movement of road users through or around TTC zones while reasonably protecting workers, responders to traffic incidents, and equipment.

Temporary facilities, including reasonably safe pedestrian routes around work sites, are also covered by the accessibility requirements of the Americans with Disabilities Act of 1990

(ADA) (Public Law 101-336, 104 Stat.327, July 26, 1990. 42 USC 12101-12213 (as amended)).

Implementation of TTC plans and installation and maintenance of devices shall be the responsibility of the contractor performing the construction, alteration and/or maintenance of the highway or public right-of-way. Temporary traffic control for pedestrians shall meet the accessibility requirements (Standards) set forth in Part 6 of the MUTCD. When an existing continuous sidewalk or street crossing route cannot be maintained for pedestrians because of construction, either temporary walkways with curb ramps are to be provided, or the construction shall be phased to maintain access to the affected addresses. Contractors shall be allowed flexibility as long as the requirements are met.

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The location of the construction project and whether or not accessible facilities are present shall also determine the extent of the needed temporary facilities. The contractor is only required to maintain practical continuity where accessible facilities already exist. On low speed rural roads that do not have sidewalks and are used by bicyclists, no additional measures are needed as the bicycles can share the available travel lanes with other traffic.

On moderate to higher speed rural roads, if a bike lane exists then it should be properly detoured, complete with signage, to provide a safe route through or around the work area.

If a road or bridge project affects vehicular traffic to a business, residence, school or any other type of pedestrian generating location with existing accessible facilities, then pedestrian and handicapped access must be maintained.

A continuous route for all pedestrians, including the disabled and bicyclists, shall be maintained at all times. When existing pedestrian facilities are disrupted, closed, or relocated in a TTC zone, the temporary facilities shall be detectable and include accessibility features consistent with the features present in the existing pedestrian facility. The temporary route should enable pedestrians to bypass the construction site while minimizing the retracing of their steps or going significantly out of their way. Additional consideration must be given to the disabled since they may not have the physical or cognitive ability to improvise (e.g. balancing along the curb or a very narrow path) or use unofficial alternatives

(e.g. using an adjacent grass surface). Temporary routes must meet the accessibility guidelines of the ADA for permanent facilities and shall be marked with the proper signage.

Should existing crosswalks at signalized intersections be closed or made inaccessible, temporary crosswalks should be painted in an accessible location. Temporary signals should include pedestrian phases.

Contractors shall not block temporary walkways with contractor parking, materials piles, signs, rubble or rubbish. Construction equipment and equipment operation must be separated from the temporary walkways. At work zones where higher volumes of pedestrian traffic or school children exist, pedestrian fences or other protective barriers may be needed to prevent access into the construction area.

Detour and diversion routes, when used for pedestrians and bicyclists, should be evaluated for the following items:

• Direct conflicts between pedestrians and vehicular traffic, work vehicles, and other work activities must be reduced with protective barriers or continuous high contrast fencing (min 36” high with a 6” high toe board). See MUTCD 6F.68 and 6D.02

• Temporary pedestrian facilities should provide safe, accessible routes that replicate as nearly as practical the most desirable characteristics of the existing facility, and parallel the disrupted route whenever possible. A smooth, continuous hard surface should be provided throughout the entire length of the temporary pedestrian facility. There should be no curbs or abrupt changes in grade or terrain that could cause tripping or be a barrier to wheelchair use. The geometry and alignment of the facility should meet the applicable requirements of the Americans with Disabilities Act Accessibility

Guidelines (ADAAG) for Buildings and Facilities. See MUTCD 6D.01 and 6D.02

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• Advance information placed at appropriate distances before the work zone allowing pedestrians to make timely decisions about routes through or around the work zone.

See MUTCD 6F.14

• Transition information allowing pedestrians to find a safe path through and around work zones, which is critical when the pathway is restricted, diverted or detoured. See

MUTCD 6F.14

• Work area information assisting in safe passage of pedestrians through the work zone.

This information is needed on all pedestrian routes except detours. See MUTCD 6F.14

• Exit information directing pedestrians back to the original route. See MUTCD 6F.14

• Crosswalk placement at intersections may need additional signage, temporary striping, traffic signal modification, pedestrian signals with audible alarms if justified, proper push button height, and ramps. See MUTCD 6H.29, 6F.80, and 4E.06

• Accommodations for other transit forms (busses, trains etc.) are made. See MUTCD

6D.02

• Requirements of the ADAAG and MUTCD are adhered to.

• Access is maintained to the affected businesses and residences.

4. REQUIREMENTS OF THE CONTRACTOR WHEN ON RAILROAD PROPERTY

Union Pacific Railroad (Railroad Company), at its determination, may provide inspection, security, flagging, or other protective services as necessary for the protection of the Railroad

Company property or operations whenever there are Contractor operations on Railroad

Company property. Costs charged to the Contractor for services provided by the Railroad

Company will be reimbursed by the City at invoice cost.

Contractor cannot work within UPRR property with the exception of the limitations within the temporary encroachment easement attached here-in to construct the bridge. Contractor cannot work within UPRR property until the completion of the UPRR right-of-way permit and as approved by ACHD. The anticipated timeframe for approval is April 2027.

Notify the Railroad Company representative, Lance Kippen at 402-689-7027 or lkippen@olsson.com at least 30 calendar days before the start of work on Railroad Company property. This is to provide the Railroad Company time to furnish railroad flagging or other protective services as might be necessary to ensure the safety of Railroad Company operations.

Consider recommendations made by the Railroad Company regarding activities or operations on Railroad Company property. The City will not relieve the Contractor of liability by accepting recommendations made by the Railroad Company.

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The Contractor must apply, obtain, and coordinate with the Railroad Company to obtain necessary approvals and/or documentation as appropriate to work within the Railroad

Company property. Fees associated with this are incidental to mobilization.

All employees needing access to Railroad Company property must hold a current certification of safety training as required by the Railroad Company. The Contractor must contact the

Railroad Company to identify the required training and to identify how to obtain the training.

Training fees are incidental to mobilization.

The Railroad Company reserves the right to stop and/or require modifications to any

Contractor operations on Railroad Company property that, at the Railroad Company determination, could create or is creating an eminent hazard to Railroad Company property or operations.

Perform work on Railroad Company property in a manner satisfactory to the Railroad

Company. Perform work at a time and in a manner that will not damage the track or interfere unnecessarily with the movement of trains or other authorized users of the track(s) of the Railroad Company.

Dress suitably to perform work safely and in a manner that will not interfere with vision, hearing, or free use of hands or feet when on Railroad Company property. Wear the following clothing and personal protective equipment:

a) Waist-length-shirts with sleeves.

b) Trousers covering the entire leg, with any flare-legged style tied to prevent catching.

c) Sturdy footwear such as work boots. No open-toed (e.g., sandals), thin soled (e.g., tennis or walking shoes), or high-heeled shoes are allowed.

d) ANSI Class Il or ill highly visible outer wear.

e) Protective headgear per ANSI/ISEA Z89.1, latest revision. The Department recommends that all hard-hats be affixed with the entity's name or logo.

f) Eye protection per ANSI/ISEA Z87.1, latest revision. Provide additional eye protection to meet specific job situations (e.g., welding, grinding).

g) Hearing protection per 29 CFR 1910.95.

Contact the Railroad Company before commencing work on Railroad Company property for determination if any telecommunication or other facilities are located within the area. Locate and protect any known facilities at no expense to the Railroad Company.

Do not discharge explosives on Railroad Company property without the prior consent of the

Railroad Company. The Railroad Company reserves the right to impose additional conditions and restrictions on the Contractor when explosives are used, stored, or transported on

Railroad Company property in addition to the following:

a) Provide a minimum of 48 hours' notice to the city and the Railroad Company, excluding weekends and holidays, before discharging any explosives unless the

Railroad Company has agreed otherwise.

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b) Discharge explosives loaded in holes or otherwise readied for discharge that same day during daylight hours at a time acceptable to the Railroad Company.

c) Take precautionary measures and construct temporary shelters necessary to guard against danger of damage, destruction, or interference arising out of or connected with any blasting, transportation, handling, storage, security, or use of explosives, at no expense to the Railroad Company.

d) Use, store, and transport explosives in a manner acceptable to the Railroad Company and in accordance with local, state, and federal laws and regulations, including, without limitation, United States Department of Labor, Bureau of Labor Standards, Safety and Health Regulations for Construction, 29 CFR Part 1518, Subpart U --

"Blasting and the Use of Explosives;" and Occupational Safety and Health

Administration Occupational Safety and Health Standards, 29 CFR Part 1910, Subpart

H -- "Hazardous Materials".

Do not foul the drainage ditches or railroad ballast with debris. Remove all debris at the completion of the work at no expense to the Railroad Company.

Do not place combustible material, erect any structure, or obstruct the view along the tracks on Railroad Company property without prior approval from the Railroad Company.

Contractor must comply with the requirements of the Public Project Preconstruction

Meeting Packet attached herein. All costs associated with these requirements to be incidental to Mobilization.

5. ASPHALT AND CONCRETE CUTTING

Asphalt pavement and concrete cutting shall be incidental to other items of this contract.

Contractor shall ensure that cuts made in asphalt and concrete for trenches are parallel and do not wander or diverge from the intended line.

Dust produced by asphalt or concrete saw cuts shall be collected using a high-powered vacuum dust control system, eliminating the dust from entering the atmosphere. The suction device shall be attached to the cutting equipment or positioned to a assure a maximum amount of dust will be collected before it can be released into the atmosphere. The cost to ensure dust is collected during asphalt and concrete cutting shall be considered incidental to the cost of the project and no additional compensation will be made.

6. BASIS OF PAYMENT

Except as modified herein, the various roadway work called for on the Bid Schedule shall be performed, measured, and paid for as indicated on said Bid Schedules and as provided in the

2020 IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), the latest supplements, and ITD Standard Specifications. The Contractor is required to have the current edition of the ISPWC and ITD Specifications to perform this work. Unless otherwise specified herein, all plan quantities are based upon in-place, completed and accepted units.

7. CONFLICTING PAVEMENT MARKINGS

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All conflicting pavement markings shall be completely obliterated using an ACHD approved method prior to applying permanent pavement markings. The cost of performing all obliteration shall be considered incidental to other items and no separate pay item will be included for obliteration of pavement markings.

8. CONNECTING PIPES

Connecting new pipes, manholes, irrigation structures\ditches and catch basins to existing pipes, manholes, irrigation structures\ditches and catch basins is incidental to other work and no additional compensation will be made.

9. CONSTRUCTION STAGING

The Contractor shall furnish ACHD with a detailed construction staging plan based on their anticipated approach to construction activities. This plan and implementation will be the responsibility of the contractor. Final approval of the staging plans and revisions thereof must be granted by ACHD prior to implementation.

Staging plans that may be contained within the project plans are primarily for bidding purposes only. The contractor may utilize any staging plans contained within the bid documents as a basis for staging but the final staging plan will be provided by the contractor prior to construction activities.

The cost associated with providing the necessary staging plans will be considered incidental to

10. DAMAGED AREAS BEYOND SPECIFIED CONSTRUCTION LIMITS

Damage to any areas or items not specifically identified for removal, including the existing pavement, sod, sprinklers, and landscaping in the contract documents shall be promptly repaired by the contractor. The cost to complete such repairs shall be considered incidental to the cost of the project and no additional compensation will be made.

The Contractor shall take special care when removing material and working near existing trees to retain and protect all existing trees and vegetation not specifically called out for removal. This includes but is not limited to tree trunks, branches, and root systems.

11. EXCESS SITE MATERIAL

The Contractor shall be responsible for providing a site for the disposal of excess or unsuitable materials. If bituminous material is to be disposed of, the site shall meet the requirements of the Idaho Department of Environmental Quality. All excess material sites shall be approved by ACHD. No separate payment will be made for the acquisition or operation of the sites, or for loading, hauling or unloading the materials at the site.

12. INFORMATION GIVEN PRIOR TO AWARD

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Oral explanations, instructions and interpretations given to bidders prior to award of contract will not be binding. It is the ACHD’s intent to provide all bidders equal opportunity to access and acquire all available pertinent information necessary to formulate a responsive bid. Any information, specifications, plans, data, or interpretations that ACHD discovers is lacking and may be important to all bidders will be furnished in the form of an addenda, the receipt of which shall be acknowledged by the bidder.

13. PROPERTY OWNER COORDINATION

Contractor shall coordinate items of work affecting adjacent property owners, including but not limited to landscape removal and replacement, sprinklers, irrigation facilities, fencing, sod care, and trees. Property access coordination shall be conducted according to General

Condition 49 – PROPERTY ACCESS POINTS.

14. PAY QUANTITIES

By the 25th of each month the Contractor shall supply quantities that are to be paid for that month. Each bid item shall be accompanied with the appropriate backup documentation on how the pay quantity was calculated. This shall include such documentation as, but not limited to; stationing, location, tallied weight tickets, sketch of calculated areas, and/or any other appropriate documentation to verify the pay quantity request. ACHD will verify quantities prior to remitting payment. Items failing to have the appropriate backup supporting documentation will not be paid until the information is supplied. The cost associated with providing the above outlined documentation shall be considered incidental to the project and no additional compensation will be granted.

All Pay quantities shall also adhere to the criteria outlined in General Condition 41 – MANNER

OF PAYMENT.

15. POWER SUPPLY

If indicated on the plans or directed by ACHD, the contractor shall install a three-wire electrical service to be used at 120/240 volts, single phase, 60 hertz AC between the power supply and the service cabinet. The contractor shall install a junction box a maximum of two

(2) feet from the power supply. The distance from the power source to the service cabinet shall not exceed 300’ without approval from the ACHD Signal Coordinator. The contractor shall coordinate with Idaho Power for the power connection location. The District shall be responsible for all Idaho Power fees related to power supply and connection. The contractor shall have Idaho Power submit paperwork to the ACHD Utility Coordinator for the connection a minimum of sixty (60) working days prior to activating the new power supply. The contractor shall be responsible for all electrical permit fees.

16. SHOP DRAWING REVIEW

Plans show details of all structures, lines, grades, typical cross sections of the roadway, location and design of all structures and a summary of items appearing on the proposal. The

Contractor shall keep one set of plans available on the work site at all times.

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The Contractor will supplement the plans by such working drawings necessary to adequately control the work. Working drawings shall be submitted to the Engineer for review in advance of the start of the proposed work. The Contractor shall allow sufficient Engineer review time and corrections resubmitted by the Contractor without impacting the approved construction schedule. The drawings shall be on sheets measuring 22 in. x 34 in. Unless otherwise stated in the contract, the Engineer will require up to 15 business days from the date the submittals or re-submittals are received until they are returned to the Contractor. No extension to contract time will be given due to re-submittals or the failure of the Contractor to provide any information necessary in a timely fashion. If necessary, drawings will be signed and sealed by a Professional Engineer licensed to practice in the State of Idaho.

This review time will increase if the drawings submitted do not meet the contract requirements or contain sufficient details.

For structures, six sets of working drawings shall be furnished and shall include stress sheets, shop drawings, erection plans, coffer dam plans, bending diagrams for reinforcing steel, or any other supplementary plans or similar data required of the Contractor. All structural drawings provided shall be sealed by a Professional Engineer licensed to practice in the State of Idaho.

Working drawings shall be approved before beginning the work covered by the submitted drawings. Such approval is only for general conformance with the information given in the contract documents and does not relieve the Contractor of responsibility for correctness of the details and dimensions, nor does it waive any requirements of the specifications.

The contract price shall include the cost of furnishing all submitted shop and/or working drawings.

17. STORMWATER FLOWS

The Contractor is responsible for transmitting existing stormwater and irrigation flows during construction. All costs associated with transmitting existing flows, including flows from the temporary water quality best management practices on the project, shall be considered incidental to other items of work and no additional compensation will be made.

18. STORM WATER MANAGEMENT

Contractor shall implement Best Management Practices (BMPs) controls to protect storm sewer systems and Waters of the United States located on or near project limits. Contractor shall follow the requirements of the Idaho Pollutant Discharge Elimination System (IPDES)

Construction General Permit (CGP) and/or ACHD’s Construction Site Discharge Control (CSDC)

Program as required. The contractor is required to implement and maintain BMPs through life of contract. The removal of all temporary construction BMPs after completion of all required work to final stabilization is considered incidental to this project.

The ACHD CSDC Plan shall meet the CSDC Program requirements listed in Sections 8305 to

8306 of the ACHD Policy Manual https://www.achdidaho.org/Documents/ACHDpolicyManual/7000to9000/Section8300_Cons

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The CSDC Plan shall include measures to protect the existing ACHD storm drain systems inside and outside the project boundaries from mud, dust, debris, and other pollutants generated or transported due to this project. All measures will also be implemented to protect any “Waters of the United States” inside or outside of the project boundaries. “Pollutants” are defined in

Section 8302 of the ACHD Policy Manual.

The IPDES CGP Stormwater Pollution Prevention Plan (SWPPP) shall meet the CGP requirements. The CGP can be found on the Idaho Department of Environmental Quality

(IDEQ) website at:

https://www2.deq.idaho.gov/admin/LEIA/api/document/download/16509.

BMPs for controlling pollutant transport from the construction site and activities can be found in a number of publications and locations including, but not limited to:

• Idaho Department of Environmental Quality, Idaho Catalog of Storm Water Best

Management Practices at: https://www.deq.idaho.gov/water-quality/wastewater/storm-water/ or Phone: (208) 373-0502

• United States Environmental Protection Agency – Region 10, Resources and Tools at:

https://www.epa.gov/npdes/construction-general-permit-resources-tools-and-templates or Phone: (800) 424-4372

• Idaho Transportation Department, Best Management Practices (BMP) Manual at:

https://itd.idaho.gov/env/?target=resources or Phone: (208) 334-8476

Payment for this item will be made under the appropriate bid item numbers.

19. SUBGRADE

It shall be the Contractor’s responsibility to maintain the integrity for the exposed subgrade.

Degradation due to his operations or weather shall be remedied under the guidance of a geotechnical engineer.

All costs to maintain and repair including, geotechnical engineering, etc. shall be incidental to

20. TRAFFIC CONTROL

Contractor shall furnish ACHD with a detailed traffic control plan based on their anticipated approach to construction activities. This plan and implementation will be the responsibility of the contractor. Final approval of the traffic control plan and revisions thereof must be granted by ACHD prior to implementation. It will be the sole discretion of the ACHD Resident Engineer, or designated representative, to determine if the advanced construction signing plan contained in the contract documents shall be approved as a traffic control plan.

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Traffic control plans and/or advanced construction signing plans that may be contained within the project plans are primarily for bidding purposes only.

Local and emergency vehicle access shall be maintained at all times, unless otherwise indicated in the contract documents. All traffic control items not specifically listed in the bid schedule shall be incidental to this contract, and no additional compensation will be made. Short term lane closures shall be only as approved by the Resident Engineer.

21. TRENCHING

All excavation and trenching shall meet OSHA requirements. Trenches shall be backfilled and properly compacted, closed at the end of each day, and barricaded, as needed.

22. WARNING AND REGULATORY SIGNS

Existing warning and regulatory signing shall be retained and protected throughout the project limits unless otherwise noted. This may require multiple relocations, which will be incidental to other bid items. Existing warning and regulatory signs that are designated for removal and replacement and do not conflict with construction traffic control signs shall be maintained during construction and, if necessary, relocated to locations where the signs are visible to traffic and serve their original purpose.

23. CONSTRUCTION OF IRRIGATION IMPROVEMENTS

All work within the canal must be constructed during the irrigation off-season, generally

October 15th to March 15th. All irrigation improvements shall be completed prior to March 15.

Contractor shall meet all requirements stated in License Agreements obtained from Irrigation

Districts and/or Irrigation users.

24. WORKING HOURS

Unless otherwise specified here the Regular working hours for this contract shall adhere to the criteria outlined in General Condition 40 – WORK HOURS/TIME OF COMPLETION.

25. QUALITY CONTROL/QUALITY ASSURANCE

SECTION 100 – General Conditions

Add the following:

Ada County Highway District Quality Control and Quality Assurance Procedure

Definitions

Quality Assurance (QA) is defined as the process or set of processes used to measure and assure the quality of a product and/or workmanship. This encompasses ACHD’s oversight of the Developer’s/Contractor’s processes and materials. This includes review of the inspector, sampler, tester and laboratory qualifications (per ACHD Independent Assurance Program

Allumbaugh St, Franklin Rd to Douglas St | Project No. 822042 Page 12 of 40 defined below); verifying the results of the quality control and process control testing; and inspecting for conformance to plans and specifications.

Quality Control (QC) is defined as the actions necessary to produce quality workmanship and materials. QC includes, but should not be limited to, inspection of the production and placement operations, quality control and process control testing and inspection of the finished product. QC is the responsibility of the Developer/Contractor. No separate payment will be made for this work. If quality control testing is not being performed at the required frequency, ACHD may stop production of work until the tests are supplied, or ACHD determines the work can proceed.

Quality Control Testing and Process Control Testing are defined as the testing and inspections conducted by the Developer/Contractor to determine if the construction materials have been produced and placed in compliance with the project specifications and applicable standards. Process control testing is conducted to demonstrate that the construction materials being produced and used continue to meet the requirements for the product.

Independent Assurance Program (IAP) is the process provided by ACHD, through trained and certified staff, to ensure that all testing is performed correctly and testing equipment is functioning and calibrated properly.

Acceptance is determined by the QA test results, in combination with the assurance that the

Developer/Contractor has satisfied the specification requirements for materials quality and workmanship, with the exception of Superpave Hot Mix, as specified below. In addition to the specified testing results, visual inspection of the end product is also taken into consideration in determining acceptance. Acceptance will be determined by ACHD. All samples required for QA testing will be supplied by the Developer/Contractor to ACHD. Prior to obtaining a sample for QA testing, ACHD shall be notified of when and where the sample will be taken from. ACHD will determine if it needs to witness the obtaining of the QA sample. Superpave Hot Mix acceptance shall be based on ACHD’s supplement to the ISPWC

Section 814 under Part 4.2.

Construction Testing and Inspection Responsibilities

Quality Control

A. The Developer/Contractor shall be responsible for the Quality Control of all construction processes and materials quality. The Developer/Contractor will be responsible for quality throughout the construction process. Therefore, the Developer/Contractor must ensure that the materials and workmanship provided by themselves, Subcontractors, Suppliers, and

Producers meet all pertinent specifications. All tests listed under Quality Control in the

Minimum Testing Frequency Table are required for quality control, however only tests listed as Acceptance shall be used in determining pay.

B. The Quality Control laboratory must be approved by the Idaho Transportation Department.

All testing personnel and facilities used by the Developer/Contractor must be currently

Allumbaugh St, Franklin Rd to Douglas St | Project No. 822042 Page 13 of 40 certified by the Western Alliance for Quality Transportation Construction (WAQTC) and by the ACHD Independent Assurance Program. All test results must be supplied to ACHD the next working day after the test was performed. All Quality Control tests will be supplied to

ACHD directly from the lab performing the tests. Tests results shall have the ACHD project/permit number listed and be sequential.

C. Quality Control Testing must occur in a random frequency and at a minimum, at the intervals specified in the table provided in the corresponding ISPWC sections. The

Developer/Contractor shall determine the random locations. Upon request, documentation must be supplied showing how the random numbers/locations were determined by the

Developer/Contractor. All random sampling for ACHD will be done by the

Developer/Contractor and witnessed by an ACHD representative.

D. For gradation testing by the Developer/Contractor during production, each sample size shall be taken per AASHTO T2, except the sample size shall be doubled. The sample obtained shall be split in accordance with AASHTO T248, and half of it shall be marked with an ID number and tested by the Developer/Contractor. The other half of the sample shall be sealed in a canvas sack or plastic bucket, and marked with the ID number, stored in a weather protected container, and reserved for use in retesting if needed. Material shall be retained until written notification is given by ACHD that it can be discarded.

E. Acceptance, gradation, binder content and volumetrics for plant mix pavement and/or

Superpave Hot Mix asphalt shall be performed on the loose mix sampled from the roadway, haul unit, or an approved sampling method at the Hot Plant. At the start of each project the location for sampling shall be determined by ACHD and all samples for the project shall be obtained from that determined location. The hot mix sample used for asphalt binder content, gradation and volumetric testing shall be doubled in size. The sample shall be split in accordance with AASHTO R47 and half of the sample shall be used for the appropriate testing. The other half of the sample shall be sealed in a box, marked with the sample ID number, stored in a weather protected enclosure, and reserved for use in retesting if needed. Material shall be retained until written notification is given by ACHD that it can be discarded.

Quality Assurance

A. ACHD shall oversee the Developer’s/Contractor’s fulfillment of the QC requirements, and independently verify that the QC test results being submitted by the Developer/Contractor are representative of the workmanship and product quality. ACHD will also be responsible for determining general project acceptance based on conformance to the approved plan and specifications.

B. ACHD will perform random Quality Assurance testing at the intervals specified in Minimum

Testing Frequency table.

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C. Acceptance of material will be based on the Quality Assurance test performed by ACHD. If no QA test is performed, acceptance will be based on the QC tests results and inspections as determined by ACHD.

D. ACHD will perform random inspections of material storage and handling practices.

Dispute Resolution

A. The dispute resolution process is to resolve differences between the Developer/Contractor and ACHD when a disagreement regarding the test results occurs.

B. When a failing QA test occurs, production may be suspended until the differences are resolved and ACHD is satisfied.

C. ACHD may run one or more tests of the split material from the QC process to help resolve differences.

D. When ACHD and the Developer/Contractor are unable to resolve the differences, a Third

Party prequalified independent lab shall be brought in to verify testing.

E. ACHD will hire the Third Party independent lab. If ACHD tests are found to coincide with the independent lab, ACHD will not grant additional contract time due to any delays in production and the Developer/Contractor shall bear the costs associated with the Third Party resolution. Likewise, if the Developers/Contractors tests are found to coincide with the independent lab, ACHD will bear the costs associated with Third Party resolution and will grant additional time for any delay caused by this additional testing.

F. For hot mix density dispute testing, cores shall be obtained by the Third Party from the same locations as the nuclear gauge tests.

Independent Assurance Program

A. ACHD practices the standards of the Western Alliance for Quality Transportation

Construction (WAQTC).

B. ACHD Independent Assurance personnel may observe testers and verify that the equipment and techniques used for the required testing are calibrated and performing accurately, per

WAQTC. During construction, it may be necessary for an IAP representative to verify the reliability of the tester by witnessing sampling and testing, and by splitting samples and comparing results.

C. All independent testing laboratories to be used shall be pre-qualified by ACHD prior to construction. To request an inspection and certification, contact the ACHD Lab Coordinator at 387-6310 to schedule. Laboratories that are currently certified by the Idaho

Transportation Department (ITD) can provide ACHD with their current certification as

Allumbaugh St, Franklin Rd to Douglas St | Project No. 822042 Page 15 of 40 confirmation of qualification. In the event that the lab is ITD certified; a facility inspection by

ACHD IAP personnel may still be required.

Price Adjustment for Non- Compliant Materials or Products

A. When material fails to meet the required specifications, they will be subject to a price adjustment or rejection. ACHD may also request a lengthened warranty period.

B. ACHD will, in its sole, discretion determine the price adjustment or rejection.

C. The determined price adjustment or rejection of material shall be applied to the quantity of material that is represented by the non-compliant test results, as outlined in the Minimum

Testing Frequency table.

Minimum Testing Requirements

A. The requirements outlined herein are the established minimum acceptance requirements for materials used in standard applications and paid for under standard bid items. For special provision items, material used in non-standard, non-roadway, temporary applications, or small quantities of materials, alternative materials acceptance requirements will be determined as discussed herein or as specified in the contract documents, or as otherwise approved by ACHD. Material placed without appropriate testing shall be subject to a price deduction or rejected as determined by ACHD.

B. Minimum testing frequencies are included in the Minimum Testing Frequency table. The

Developer/Contractor frequencies may only be altered by Change Order approved by ACHD.

ACHD may elect to increase its own testing frequency at any time. Testing frequency should be increased when accepting material from newly developed sources or those with varying results.

C. Material source approval requirements are not listed in this document. All fill and aggregate material imported to the project must be obtained from ACHD or ITD approved materials sources.

D. Based on inspection and without regard for testing frequency, ACHD may isolate and reject obviously defective material.

E. When the material is not listed in the Minimum Testing Frequency table and not identified in the ISPWC, acceptance shall be determined by ACHD.

F. When the material is required by the Contract to meet a given specification, such as ASTM or

AASHTO, acceptance of material will, at a minimum, require a manufacturer’s certification. A partial list of such material is outlined in the List of Miscellaneous Material Accepted on the

Basis of Manufacturer’s Fabricator’s Certification.

Small Quantities

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A. ACHD may accept small quantities of certain materials without sampling and testing. The determination to accept materials using this provision rest solely with ACHD.

B. The following are not eligible for small quantity acceptance:

i. Concrete with a specified strength of greater than 3000 psi.

ii. Paving on the roadway with quantities above 100 ton.

C. Materials may be accepted as a small quantity if the estimated quantity is less than the minimum QC testing frequency. The small quantity exception may be used on pavement items such as; small patches, utility repairs, pavement placed outside the traveled way

(driveways, approaches, mailbox turnouts, asphalt sidewalk and curb), and temporary pavement.

D. The minimum requirements that must be met for small quantities includes; approved sources, mix design, material certifications, inspection, and a core for density acceptance of mainline and intersection paving less than 100 tons.

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26. USE TAX

The exercise of control over District-owned material by a Contractor who is improving real property

(roadways, etc.) will incur the imposition of a use tax by the State.

Contact the Idaho State Tax Commission (Telephone 208-334-7618) concerning §63-3609, Idaho Code, and

IDAPA 35, Title 01, Chapter 02, Sales Tax Administrative Rule 012, "Contractors Improving Real Property", and Rule 013, "Road and Paving Contractors."

The estimated cost of District-supplied materials is as follows:

Project No. 822042 – Allumbaugh St, Franklin Rd to Douglas St

Item # Item Description Quantity Supplied By

1 Type X Signal Pole, Up to 55’ mast arm, Includes anchor bolts

Unit Cost: $8,102 Each

1 ACHD

2 Type XI Signal Pole, Up to 65’ mast arm, Includes anchor bolts

Unit Cost: $9,050 Each

1 ACHD

3 Pedestrian Mounting Pole, Steel, 12’ pole. Includes anchor bolts.

Unit Cost: $1,862 Each

1 ACHD

4 4’-10” Pedestrian Push Button Pole. Includes anchor bolts.

Unit Cost: $500 Each

4 ACHD

5 30’ Luminaire Pole. Includes anchor bolts.

Unit Cost: $2,500 Each

2 ACHD

6 Signal Pole Extension for Luminaire – Type “A”, 17-ft.

Unit Cost: $2,318 Each

2 ACHD

7 Signal Mast Arm, 50’

Unit Cost: $3,406 Each

1 ACHD

8 Signal Mast Arm, 60’

Unit Cost: $5,809 Each

1 ACHD

9 Luminaire Mast Arm – 4-ft Long

Unit Cost: $200 Each

1 ACHD

10 Luminaire Mast Arm – 15-ft Long

Unit Cost: $546 Each

2 ACHD

11 200 AMP Entrance 100 AMP (dual Meter Pedestal

Unit Cost: $4,602 Each

1 ACHD

12 LED Luminaire Fixture

Unit Cost: $205 Each

4 ACHD

13 Signal Cabinet Side Mount UPS

Unit Cost: $6,575 Each

1 ACHD

Allumbaugh St, Franklin Rd to Douglas St | Project No. 822042 Page 22 of 40

Project No. 822042 – Allumbaugh St, Franklin Rd to Douglas St

Item # Item Description Quantity Supplied By

14 12” 3 Section R/A/G Ball LED

Unit Cost: $510 Each

5 ACHD

15 12” 3 Section R/A/G Arrow LED

Unit Cost: $510 Each

4 ACHD

16 12” 4 Section R/A/A/G Arrow LED

Unit Cost: $619 Each

3 ACHD

17 Sigal Head Pole Mounting Brackets

Unit Cost: $287 Each

12 ACHD

18 16” Hand/Man LED Ped Head

Unit Cost: $200 Each

2 ACHD

19 Accessible Pedestrian Push Button Assemblies. To include mounting assemblies, push button, and approved sign decals.

Unit Cost: $445 Each

8 ACHD

20 Pedestrian Head Mounting Brackets (mounts 1 head)

Unit Cost: $267 Each

2 ACHD

21 Trafficware 980 ATC TS2-1 Controller with Scout Firmware

Unit Cost: $3,333 Each

1 ACHD

22 Malfunction Management Unit (MMU)

Unit Cost: $1,000 Each

1 ACHD

23 Size 6 TS2-1 Control Cabinet

Unit Cost: $14,000 Each

1 ACHD

24 Single Point Video Detection Camera

Unit Cost: $4,611 Each

1 ACHD

25 Single Point Video Detection Processor

Unit Cost: $12,485 Each

1 ACHD

26 S40-T/ADA Concrete junction box: Idaho Precast Concrete Type

S40-T/ADA, or approved equal

Unit Cost: $300 Each

5 Contractor

27 S45-T/ADA Concrete junction box: Idaho Precast Concrete Type

S45-T/ADA, or approved equal

Unit Cost: $400 Each

2 Contractor

Estimated Equipment to be supplied by ACHD.

Total Estimated Cost: $102,968

Total ACHD

ROADWAY SPECIAL PROVISIONS

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1. 202.4.1.A.1 – EXCAVATION (PLAN QUANTITY)

ON PAGE 14 OF SECTION 202 OF THE ISPWC, PART 4.1.A, replace the entire section with the following:

This item shall be paid for by the cubic yard on a plan quantity basis with no final measurement, for which the price and payment shall constitute full compensation for excavating, loading, hauling, spreading, blending, shaping, drying, watering and compacting excavated material that is acceptable for the use as on-site borrow for embankment fill, and for all tools, labor, equipment, materials and incidentals necessary to complete the work and all appurtenances not itemized on the Bid Schedule.

Payment for this item will be made under:

202.4.1.A.1 – Excavation (Plan Quantity) ....................... Per Cubic Yard

2. 202.4.5.A.1 – UNSUITABLE MATERIAL EXCAVATION (PLAN QUANTITY)

ON PAGE 17 OF SECTION 202 OF THE ISPWC, PART 4.5.A, add the following:

ITEM 29, “VARIATIONS IN QUANTITIES”, ON PAGE GC15 OF THE ACHD GENERAL

CONDITIONS, SECOND PARAGRAPH, shall not apply to the 202.4.5.A.1 bid item.

Payment for this item will be made under:

202.4.5.A.1 – Unsuitable Material Excavation (Plan Quantity)……………….. Per Cubic Yard

3. 706.4.1.F.1 – CONCRETE DRIVEWAY APPROACH

ON PAGE 7 OF SECTION 706 OF THE ISPWC, PART 4.1.F, add the following:

This item includes all labor, equipment and materials necessary to construct a 6” thick concrete driveway approach as shown on project plans. The contractor shall limit any driveway closures to 3-days without prior approval from ACHD and the Property Owner.

Excavation & gravel base shall be paid separately.

Payment for this item will be made under:

706.4.1.F.1 – Concrete Driveway Approach .................... Per Square Yard

4. 706.4.1.H.1 – PEDESTRIAN RAMP W/ DETECTABLE WARNING DOMES

ON PAGE 7 OF SECTION 706 OF THE ISPWC, PART 4.1.H, add the following:

This item shall include all costs associated with completion of the required concrete pedestrian ramps. All pedestrian ramps shall have a four (4) foot wide throat. All pedestrian ramps shall include full width prefabricated truncated domes as shown on the project plan sheets. Refer to ISPWC standard drawings SD-712*, ACHD Supplementals, and project plans for additional details. All pedestrian ramps shall be constructed in full compliance with current requirements of the Americans with Disabilities Act (ADA). Truncated domes are

Allumbaugh St, Franklin Rd to Douglas St | Project No. 822042 Page 24 of 40 considered incidental to this bid item and no additional compensation will be granted.

Payment for this item will be made under:

706.4.1.H.1.A.A – Pedestrian Ramp w/ Detectable Warning Domes, Type SD-712A……………….Per Each

706.4.1.H.1.G.G– Pedestrian Ramp w/ Detectable Warning Domes, Type SD-712E, G1………………Per Each

5. 801.4.1.B.1.6 – 6” MINUS UNCRUSHED AGGREGATE BASE

ON PAGE 2 OF SECTION 801 OF THE ISPWC, PART 2.1 – DESCRIPTION, add the following:

E. The material shall have a minimum R-value of 70.

ON PAGE 6 OF SECTION 801 OF THE ISPWC, PART 4.1.B, add the following:

The pay quantity for this item was calculated using a unit weight of 135 pcf at a moisture content of 7 percent.

Payment for this item will be made under:

801.4.1.B.1.6 – 6” Minus Uncrushed Aggregate Base ..... Per Ton

6. 802.4.1.A.1 – CRUSHED AGGREGATE FOR BASE - TYPE I (PLAN QUANTITY)

ON PAGE 7 OF SECTION 802 OF THE ISPWC, PART 4.1, add the following:

Material will be calculated using plan quantity.

Payment for this item will be made under:

802.4.1.A.1 – Crushed Aggregate Base - Type I (Plan Quantity)…. Per Cubic Yard

7. 814.4.1.A.1 – PLANT MIX PAVEMENT – SUPERPAVE SP-3

REFERENCE 2020 ACHD SUPPLEMENT TO THE 2020 ISPWC

SP-3 plant mix asphalt pavement shall utilize PG 64-28 liquid asphalt with 0.5% anti-strip. The aggregate shall have a nominal maximum aggregate side of 1/2” (inch).

814.4.1.A.1 – Plant Mix Pavement – Superpave SP-3 ................... Per Ton

8. 1003.4.1.B.1 – BIOFILTER BAG (FIBER WATTLE)

ON PAGE 3 OF SECTION 1003 OF THE ISPWC, PART 4.1.B, add the following:

ITEM 29, “VARIATIONS IN QUANTITIES”, ON PAGE GC15 OF THE ACHD GENERAL CONDITIONS, SECOND PARAGRAPH, shall not apply to the 1003.4.1.B.1 bid item.

1003.4.1.B.1 – Biofilter Bag (Fiber Wattle) .................................... Per Linear Feet

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9. 1006.4.1.C.1 – INLET PROTECTION

ON PAGE 3 OF SECTION 1006 OF THE ISPWC, PART 2.1, add the following:

B. Inlet protection shall be Stormguard Sediment Catch Basin Inserts installed according to manufacturer’s recommendations or approved equal.

Payment will be made under:

1006.4.1.C.1 – Inlet Protection ...................................................... Per Each

10. 1103.4.1.B.1 – TRAFFIC CONTROL SIGNS

ON PAGE 7 OF SECTION 1103 OF THE ISPWC, PART 4.1.B, add the following:

Provide and install Class “A” construction signing to direct vehicular traffic in and around the project site, including informational signage, per the MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES, most current edition. Signs that will be in place longer than 3 days shall be permanent sign installations. Contractor shall bag or cover signs when not in use.

Contractor shall refer to the ATSSA pamphlet called Quality Standards for Work Zone Traffic

Control Devices.

Payment will be made by the square foot of sign acceptably installed, initial installation only.

1103.4.1.B.1 – Traffic Control Signs .............................................. Per Square Foot

11. SSP 06013 – STORMWATER MANAGEMENT PLAN PREPARATION AND IMPLEMENTATION

Description: This item shall consist of all work associated with contractor plan preparation and approvals to meet the requirements of the Idaho Pollutant Discharge Elimination System

(IPDES) Construction General Permit (CGP) and/or ACHD’s Construction Site Discharge Control

(CSDC) Program as required. The contractor is considered an operator having day-to-day control as defined in the CGP; therefore, the contractor is a co-permittee with ACHD in the implementation of the CGP requirements.