3-Attachment H Special Provisions Sealed 2026-04-28.pdf

Camelback Road (CIP #42038) Special Provisions SR 303L to City Limits Page 1

CAMELBACK ROAD

SR 303L to City Limits

CIP PROJECT NO. 42038

PREPARED BY:

April 2026

SPECIAL PROVISIONS

SR 303L to City Limits Page 2

TABLE OF CONTENTS

PART 100 – GENERAL CONDITIONS

SECTION 104 SCOPE OF WORK

SECTION 105 CONTROL OF WORK

SECTION 106 CONTROL OF MATERIALS

SECTION 107 LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC

SECTION 108 COMMENCEMENT, PROSECUTION AND PROGRESS

SECTION 109 MEASUREMENTS AND PAYMENTS

SECTION 111 ENGINEER’S OFFICE FACILITIES

PART 200 – EARTHWORK

SECTION 201 CLEARING AND GRUBBING

SECTION 205 ROADWAY EXCAVATION

SECTION 210 BORROW EXCAVATION

SECTION 211 FILL CONSTRUCTION

SECTION 215 EARTHWORK FOR OPEN CHANNELS

SECTION 216 EARTHWORK ADJUSTMENTS

SECTION 220 RIPRAP CONSTRUCTION

PART 300 – STREETS AND RELATED WORK

SECTION 301 SUBGRADE PREPARATION

SECTION 310 PLACEMENT AND CONSTRUCTION OF AGGREGATE BASE COURSE . 54

SECTION 317 ASPHALT MILLING

SECTION 324 PORTLAND CEMENT CONCRETE PAVEMENT

SECTION 329 TACK COAT

SECTION 340 CONCRETE CURB, GUTTER, SIDEWALK, CURB RAMPS, DRIVEWAY AND

ALLEY ENTRANCE

SECTION 345 ADJUSTING FRAMES, COVERS, VALVE BOXES AND WATER METER

BOXES

SECTION 350 REMOVAL OF EXISTING IMPROVEMENTS

PART 400 – RIGHT-OF-WAY AND TRAFFIC CONTROL

SECTION 401 TRAFFIC CONTROL

SECTION 405 SURVEY MONUMENTS

SECTION 430 LANDSCAPING AND PLANTING

SECTION 440 LANDSCAPE IRRIGATION

SECTION 460 REMOVAL OF PAVEMENT MARKINGS AND RAISED PAVEMENT

MARKERS

SECTION 461 PAINTED PAVEMENT MARKINGS

SECTION 462 THERMOPLASTIC PAVEMENT MARKINGS

SECTION 463 RAISED PAVEMENT MARKERS

SECTION 464 ROADSIDE SIGN SUPPORTS

SECTION 465 SIGN PANELS

SECTION 466 DELINEATORS AND MARKERS

SECTION 471 ELECTRICAL UNDERGROUND INSTALLATION

SECTION 472 TRAFFIC SIGNAL AND ROADWAY LIGHTING FOUNDATIONS

SECTION 473 DETECTORS

SECTION 474 TRAFFIC SIGNAL POLE INSTALLATION

SR 303L to City Limits Page 3

SECTION 475 ELECTRICAL POWER SERVICE AND CONTROLLER CABINET

INSTALLATION

SECTION 476 SIGNAL INDICATIONS AND MOUNTINGS

SECTION 477 STREET LIGHTING

SECTION 478 ELECTRICAL CONDUCTORS

SECTION 482 INTELLIGENT TRANSPORATION SYSTEM GENERAL REQUIREMENTS

SECTION 483 CLOSED CIRCUIT TELEVISION

PART 500 – STRUCTURES

SECTION 505 CONCRETE STRUCTURES

SECTION 520 STEEL AND ALUMINUM HANDRAILS

PART 600 – WATER, SEWER, STORM DRAIN AND IRRIGATION

SECTION 610 WATERLINE CONSTRUCTION

SECTION 631 WATER TAPS AND METER SERVICE CONNECTIONS

SECTION 703 RIRRAP

APPENDIX A GEOTECHNICAL AND PAVEMENT ENGINEERING REPORT FOR CAMELBACK

ROAD IMPROVEMENTS, JULY 2024

APPENDIX B BEST MANAGEMENT PRACTICES AND MITIGATION SUMMARY

MEMORANDUM, JUNE 2024

APPENDIX C LIBERTY UTILITIES MARICOPA & YAVAPAI COUNTIES DEVELOPMENT

GUIDE, SEPTEMBER 2024

APPENDIX D TEMPORARY CONSTRUCTION EASEMENT FOR APN 501-61-936D

APPENDIX E APS STREETLIGHT PLANS

APPENDIX F TEMPORARY CONSTRUCTION EASEMENT FOR ADAMAN IRRIGATION

WATER DISTRICT PARCELS

APPENDIX G FLOOD CONTROL DISTRICT OF MARICOPA COUNTY; COMMUNITY

DEVELOPMENT PERMIT: FCP2500331

SR 303L to City Limits Page 4

PROFESSIONAL ENGINEER SEALS:

These Special Provisions represent the combined efforts of the following organizations:

(1) Stanley Consultants, Inc. (2) Corral Design Group

A representative of each organization has affixed their seal below, which attests that portions of these Special Provisions were prepared under their direction.

Stanley Consultants, Inc. Stanley Consultants, Inc.

Corral Design Group Stanley Consultants, Inc.

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PART 100 – GENERAL CONDITIONS

SR 303L to City Limits Page 5

PART 100 – GENERAL CONDITIONS

The City of Goodyear Engineering Design Standards and Policy Manual available on the internet at https://www.goodyearaz.gov/government/departments/engineering-development-services/engineering/plan-review/design-standards are a part of these contract documents.

The "Uniform Standard Specifications for Public Works Construction" which are sponsored and distributed by the Maricopa Association of Governments (MAG), and which are hereinafter referred to as the "MAG Standard Specifications," are hereby adopted and a part of these contract documents. Copies of these documents, with revisions, may be obtained at the Maricopa Association of Governments, 302 North 1st Avenue, Phoenix, AZ, 85003 and on the internet at https://www.azmag.gov/Newsroom/Publications. Version 2026 updates/revisions will be utilized.

Designated sections the Maricopa County Department of Transportation 2025 Supplement to the MAG Standard Specifications are also adopted as part of these contract documents. Copies of these documents may be obtained at: https://www.maricopa.gov/190/Technical.

Designated sections of the Arizona Department of Transportation Standard Specifications for Road and Bridge Construction, 2021, are adopted and a part of these contract documents. The document is available on the internet at: https://azdot.gov/business/contracts-and-specifications/specifications-pay-items-list.

Designated sections of the Arizona Public Service (APS) Lighting Standards and Guidelines are referenced in this document and are a part of these contract documents. APS documents are available on the internet at: https://www.aps.com/en/About/Construction-and-Power-Line- Siting/Construction-Services.

The City of Goodyear Approved Material List available on the internet at https://www.goodyearaz.gov/business/development-center/directory-of-regulatory-documents are part of these contract documents.

Environmental Mitigation Requirements:

A copy of the Best Management Practices and Mitigation Summary Memorandum is in Appendix B of these Special Provisions. The memorandum was prepared by Logan Simpson, dated June 11, 2024. The Contractor shall comply with the environmental mitigation measures outlined in this document. A copy of the Supporting Technical Resource Documents is available upon request.

To obtain these documents; the Contractor shall submit a written request to the Engineer. It is it the Contractor’s responsibility to obtain required permits from appropriate agencies.

Additional Permitting Requirements:

There are several rights-of-way within the project limits that will require permitting from outside agencies, including Arizona Department of Transportation, Maricopa County, City of Glendale, and City of Litchfield Park. It is it the Contractor’s responsibility to obtain all required permits from all appropriate agencies.

SR 303L to City Limits Page 6

Geotechnical Investigations:

A copy of the Geotechnical Evaluation is in Appendix A of these Technical Specifications. The report was prepared by Ethos Engineering, LLC. dated July 24, 2024. It is the Contractor’s responsibility to review this document during preparation of their bidding documents to be cognizant of existing soil conditions discovered at those locations. The Contractor shall also make any other arrangements they deem necessary to become familiar with underground soils conditions prior to bidding. After an award of contract by the City of Goodyear, the Contractor shall assume all responsibility for extra work due to the discovery of changed soil conditions.

Traffic Control:

The contractor shall provide one lane of travel in each direction for existing paved streets. Other local roads impacted by construction shall maintain a minimum of one travel lane at all times to maintain local access in both directions.

Off-duty, uniformed City of Goodyear officers are required during any construction activity that requires interaction of construction equipment or vehicles with the open flowing traffic, such as all signalized intersections within the project limits.

SR 303L to City Limits Page 7

SECTION 101 ABBREVIATIONS AND DEFINITIONS

101.1 ABBREVIATIONS: of the MAG Standard Specifications is modified to add:

AL Allowance COG or City City of Goodyear LS Lump Sum

101.2 DEFINITIONS AND TERMS: of the MAG Standard Specifications is modified to add:

Whenever in the specifications or in other contract documents the following pronouns are used, the meaning shall be interpreted as follows:

Contracting Agency: City of Goodyear, Arizona Consulting Engineer: Stanley Consultants, Inc.

Inspector: City of Goodyear Employee or Designee Owner: City of Goodyear, Arizona Engineer: City of Goodyear Engineer or Designee City Representative: City of Goodyear Engineer or Designee City Traffic Engineer: City of Goodyear Engineer or Designee

SR 303L to City Limits Page 8

SECTION 104 SCOPE OF WORK

104.1 WORK TO BE DONE: of the MAG Standard Specifications is modified to add:

The City of Goodyear Camelback Road (Project #42038) is located along Camelback Road from State Route (SR) 303L to the eastern City Limits, west of Village Parkway. The work consists of widening Camelback Road and constructing raised medians. The work includes grading, excavation, embankment, concrete and asphalt concrete paving, drainage scuppers, landscaping, irrigation, pavement markings, signs, traffic signals, street lighting, intelligent transportation systems (ITS), and other related work.

104.1.1 General: of the MAG Standard Specifications is modified to add:

The work shall be as described in the Specifications, as shown on the project plans, and in compliance with permit requirements.

The work shall conform to the City of Goodyear Engineering Design Standards and Policies Manual, MAG Standard Specifications, latest edition, and other referenced specifications and special provisions. Any section or subsection of any Standard Specification included within these Contract Documents by reference only is understood to be made part of these Contract Documents. The Contractor shall have at least one copy of all referenced standard specifications and details at the job site at all times.

Standard Drawings and the manuals referenced in the project contract documents shall be required for construction of this project, insofar as applicable for any work to be performed within the public right-of-way and within the City jurisdictional limits.

• Maricopa & Yavapai Counties Development Guide for Liberty Utilities, September 2024.

• Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition, with Arizona

Supplement and latest revisions.

All work mentioned or indicated within the Contract Documents shall be performed by the Contractor as part of this Contract unless it is specifically indicated in the Contract Documents that such construction is to be excluded or modified.

104.1.4 Cleanup and Dust Control: of the MAG Standard Specifications is modified to add:

The Contractor shall obtain a permit from Maricopa County Air Quality Department. Additionally, the Contractor shall be required to comply with all Maricopa County rules and regulations pertaining to the control of air contaminants, especially as laid forth in Rule 310 of the Maricopa County Air Quality Department Planning & Analysis Division. No measurement or direct payment will be made for permitting; the cost being considered as included in the price of contract items.

SR 303L to City Limits Page 9

104.1.1 General: of the MAG Standard Specifications is modified to add:

104.1.6 Pre-Construction Video: The Contractor shall record and provide a copy of a pre-construction video along the project to the City of Goodyear prior to commencing work and retain a copy for their records. At a minimum, this video shall show the existing condition of the roads and surrounding features and improvements within the project limits, condition of landscaping and fences in proximity of the work, and similar physical condition features. The preconstruction video shall not be recorded from a moving vehicle.

The video shall be supplied to the City on DVD disc in .wmv, flv, .mp4 or .mpg format. Files shall be segmented into maximum ½ mile segments and labeled identifying the location.

There will be no measurement or direct payment for this video as it is considered included in the cost of the Contractor’s mobilization.

SR 303L to City Limits Page 10

SECTION 105 CONTROL OF WORK

105.2 PLANS AND SHOP DRAWINGS: the first sentence of the third paragraph of the MAG

Standard Specifications is revised to read:

The Contractor shall submit one electronic copy (PDF) of each shop drawing, product data, or mix design to the Engineer for review.

105.2 PLANS AND SHOP DRAWINGS: the second sentence of the seventh paragraph of the MAG Standard Specifications is revised to read:

The Contractor shall submit one electronic (PDF) corrected or new copy.

105.5 COOPERATION OF CONTRACTOR: the first paragraph of the MAG Standard

Specifications is revised to read:

The Contractor shall be furnished with the approved plans and contract book containing the specifications and special provisions in an electronic publishing file format (.pdf). The Contractor shall reproduce and furnish to their subcontractor(s) and crews the appropriate number of plan sets and contract books to allow successful execution of the project. The Contractor and all subcontractors personnel shall have available on site at least one set of plans, referenced standard specifications and details, and special provisions at all times when performing work. No measurement or direct payment will be made for this work; the cost being considered as included in the price of contract items. The contractor and all subcontractors shall produce such documents when requested on-site by the City inspector, City Engineer, or other representative.

105.5 COOPERATION OF CONTRACTOR: of the MAG Standard Specifications is modified to add:

The Contractor shall attend weekly project progress update meetings throughout the duration of the project. The Contractor shall provide a meeting space or separate conference room for the weekly meetings. The attendees shall include the Contractor’s Project Manager or Engineer, Project Superintendent, any Subcontractor’s representative whose attendance may be important and add to the discussion that is expected to occur at the meeting, the City’s Project Manager, City’s Engineer, the City’s Inspector, the City’s Traffic Engineering representative, the City’s Public Outreach representative, and other City staff or consultants as may be desirable due to the expected content of the meeting. The Engineer will prepare and furnish an agenda and follow-up summary meeting notes reporting on the actions and discussion occurring at the meeting by agenda item. The Contractor shall provide input and at a minimum discussion of schedule and upcoming three week look-ahead work forecast; traffic control issues and needs; specific upcoming work tasks that may need coordination or discussion; dust and erosion control measures performance and adequacy; specific issues that arose during the previous week that required discussion, action, and/or resolution; outstanding past issues; contractual issues that have arisen or are outstanding; utility coordination issues that may exist; and public outreach needs and updates. Additional agenda items may be added or removed as the project and project progress dictates. No measurement or payment will be made for these meetings and related administrative efforts, the cost being considered included in the price of contract items. A format for such agendas and meeting notes can be furnished if desired and so requested from the Engineer.

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105.5.1 Special Construction and Schedule Considerations: The Contractor is expected to perform certain portions of work at a time and in a manner that minimizes service interruption.

The Contractor shall work closely with the City Utilities Department, Liberty Utilities, and Engineer to develop a plan for work execution that minimizes service interruptions during operation hours, weekends or nights when the businesses are closed. Work that interrupts electrical, sewer or water service shall be performed in a manner that allows the respective service to be restored as rapidly as possible and interrupts service for no longer than 8 hours. A work plan shall be presented for concurrence to the Engineer and affected City staff at the Contractor’s earliest convenience but no later than at least seven (7) calendar days prior to actual work efforts in area.

Adequate work planning to coordinate required operations, inspections, installation progress and completion testing shall be performed.

As such road closures, water service interruptions and other work will be an inconvenience to City businesses, their customers and suppliers, the Contractor shall work with the Engineer, to develop a construction/closure/service interruption pre-notice program for the Contractor to implement and follow. The Contractor is expected to utilize their knowledge and expertise to minimize the duration and extent of any partial closures, service interruptions, weekend and night work. A project website will be maintained by the City’s consultant for the duration of this project to disseminate project updates on a monthly basis or when major traffic control changes are anticipated.

Alternative construction approaches for this work effort may be proposed by the Contractor for consideration at the City’s sole discretion.

Adequate pre-warning and traffic control devices shall be used to clearly mark any roadway restriction or closure. Adequate safety offsets, barriers and shoring shall be used to permit traffic to pass near the construction work areas.

105.5.2 Private Irrigation Construction: The Contractor shall coordinate with the City of Goodyear, Adaman Irrigation District, and the local property owner(s) so that irrigation facilities are constructed in such a manner as to accommodate the required irrigation water schedule to the adjacent property and shall not impede discharge of tailwater.

Temporary improvements, connections, or diversions needed to maintain irrigation delivery or tailwater return shall be included in the price of contract items.

105.6 COOPERATION WITH UTILITIES: of the MAG Standard Specifications is modified to add:

The locations of existing underground utilities have been shown on the plans to the best of the Design Engineer’s knowledge. However, it shall be the Contractor’s responsibility to field verify all utility locations and to coordinate in a timely manner with the pertinent utility companies so that any obstructing utility installation may be adjusted without delay to the Contractor’s project schedule. The Contractor shall be responsible for potholing all utility conflicts in a timely manner.

Delay claims due to utility relocation for which the Contractor failed to verify the location in a timely manner shall not be considered or approved.

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The following is a list of utility companies and contact information that have facilities within the project limits. Utility companies have been identified in table below as having facilities within the project limits and if they are anticipated to be in conflict.

UTILITY COMPANY CONTACT INFORMATION

NO

ANTICIPATED

CONFLICT

RELOCATION

PRIOR TO

CONSTRUCTION

RELOCATION

DURING

CONSTRUCTION

BY UTILITY

Adaman Irrigation District

Scott Scholfield

(623) 935-2837 Scott.s@adamanwater.com

❶

Arizona Public Service (APS)

Ben Gowers

(602) 509-3611 Ben.gowers@aps.com

X

City of Litchfield Park

Keith Drunasky

(623) 889-6208 kdrunasky@litchfieldpark.gov

X

Cox Communications

Nancy Manns

(623) 328-3884 Nancy.Manns@cox.com constructionsupport@cox.com

X

Liberty Utilities

Chester Mitchell

(480) 828-6314 chester.mitchell@libertyutilities.com

❶

Lightpath Fiber

Nick Estepa

(760) 698-3473 Nicholas.estepa@lightpathfiber.com

X

Luke Air Force Base

Kim Horsley

(623) 856-9645 Kimberly.horsley@us.af.mil

X

Lumen Technologies (formerly CenturyLink)

Robert Davis

(720) 854-4341 rdavis@congruex.com

X

Maricopa Water District

Chris Cain

(623) 546-8266 chris@mwd.com

X

MCI/Verizon Stephen Obus

(480) 822-8410 Stephen.Obus@verizon.com

X

Southwest Gas Valarie Gallardo-Weller

(602) 484-5342 valarie.gallardo-weller@swgas.com

X

Zayo Communications

James Thacker

(602) 292-4127 james.thacker@zayo.com

X

❶ The contractor is responsible for removal of a portion of existing facilities and construction of a portion of new facilities. See project plans for locations.

SR 303L to City Limits Page 13

POWER LINES:

The project has a network of underground and overhead power lines. All work at or in close proximity to said lines shall be performed in accordance with all Federal, State, and local laws and regulations, including but not limited to:

(1) Arizona law regarding "Underground Facilities" (A.R.S. 40-360.21, .22, .24, .26 and .28).

(2) Arizona law regarding "High Voltage Power Lines and Safety Restrictions" (A.R.S.

40-360.41-.45).

(3) The Occupational Safety and Health Administration.

(4) The National Electric Safety Code.

The contractor shall comply with all applicate laws regarding safe approach distances and protection of electrical facilities. For additional information, reference APS website at https://www.aps.com/en/About/Construction-and-Power-Line-Siting/Construction-Services.

UTILITY COORDINATION:

Coordination with the pertinent utility companies has been a part of the development of this project. Construction activities shall be coordinated and scheduled to incorporate the following applicable utility construction activities.

Adaman Irrigation:

The Contractor will be required to coordinate with Adaman Water District during construction.

Adaman Water District has existing underground and surface irrigation delivery and tailwater facilities within the project limits.

Adaman Water District’s annual dry-up period is between early December and late January;

however, construction impacts are not limited within this dry-up period. The Contractor shall pass all flow within the channel through the work areas without causing flooding outside the channel banks. The Contractor shall submit a flow maintenance plan to the Engineer for review and approval in accordance with the requirements of Subsection 105.2 of the specifications.

No measurement or direct payment will be made for coordination with the utility company; the cost being considered as included in the price of contract items.

Station Description Conflict Action Plan

Lt & Rt Sarival Ave Cst CL Sta 300+40+/-

EXTEND: 2-48-in RCP and 2-83-in x 57-in CMPA culvert pipes

Sarival Avenue Road Construction and Widening

The Contractor shall extend the existing culvert pipes at Sarival Ave in accordance with the details shown on the project plans.

The culvert extension under Sarival Avenue is not owned by Adaman Irrigation; however, the existing channel and tailwater flow are impacted by this culvert extension.

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Arizona Public Service (APS):

The Contractor will be required to coordinate with APS during construction. APS has existing underground and overhead facilities within the project limits. APS requires a minimum of 12-inches horizontal and vertical separation from their facilities be maintained. APS will relocate and adjust to grade electric facilities as noted in the table below.

Station Description Conflict Utility Action Plan

Rt Camelback Rd Cst CL Sta 42+47, 81+34, 89+15;

96+85, 105+54, and 121+13

ADJUST TO GRADE:

Existing Vault MH

Roadway, Sidewalk Utility will adjust the MH frame and cover during construction.

Rt Camelback Rd Cst CL Sta 101+89, 115+70, 115+84,116+71, and 118+82

RELOCATE:

Transformer, Switching Cabinet, Handhole

Roadway, Sidewalk Utility shall relocate by 05/01/2026.

The contractor shall provide access to APS facilities throughout the duration of construction for routine maintenance and operational inspection of APS facilities within the project limits. The contractor shall maintain drivable access to APS poles, equipment and facilities throughout the design and during construction.

The Contractor shall contact Ben Gowers at (602) 809-3611 a minimum of 14 calendar days in advance of grading within five feet of existing manholes to request manhole adjustments. APS will require 10 calendar days to complete manhole adjustment at each location.

The junction boxes and ground rods for city streetlights as shown on the project plans will be furnished by APS. The cost of additional materials, transport, and the installation shall be in Bid Item 471.6000 – Junction Box, (APS Furnished) (Street Light).

The Contractor shall contact APS Material Coordinator at csmaterial@apsc.com a minimum of 30 calendar days prior to installation of junction box to pickup of any APS furnished materials. Pickup appointments will be scheduled by APS a minimum of seven calendar days from date of request.

Appointments will be scheduled Monday through Friday between the hours of 7:00am and 3:30pm.

The contractor shall pick up materials from APS Deer Valley Warehouse at 10001 North 23rd Avenue, Phoenix, Arizona 85021.

This project includes the installation of foundations and conduit for APS to install new points of service for traffic signals as part of the project. Material for installation of new APS points of service including transformer pads, pull straps, junction boxes and ground rods will be furnished by APS.

The cost of the material, transport, and the installation shall be included in Bid Item 478.50000 – Traffic Signal Electrical Service.

The APS costs to furnish the new point of service shall be paid under Bid Item 478.50000 – Traffic Signal Electrical Service. APS has indicated that no additional fees will be charged to the contractor for establishing new services.

An Allowance Bid Item 470.10001 – APS Related Work is included for any additional work or fees associated with establishing the new lighting services. Items may be invoiced against this bid item, as approved by the Engineer, in accordance with the requirements Subsection 109.5 of the specifications.

The Contractor shall contact Ben Gowers at (602) 809-3611 a minimum of 30 days in advance of work to request protection of overhead power lines and power poles. All overhead and power pole

SR 303L to City Limits Page 15 protection will be at a cost to the contractor. No measurement or direct payment will be made for overhead protection; the cost being considered as included in the price of contract items. If damage occurs to APS facilities due to contractor’s negligence as determined by the Engineer, the cost to repair facilities will be the contractor’s responsibility, at no additional cost to the City.

For the latest APS Electrical Service Requirements and Construction Standards, reference the APS website at https://www.aps.com/en/About/Construction-and-Power-Line- Siting/Construction-Services.

No measurement or direct payment will be made for coordination with the utility company; the cost being considered as included in price of contract items.

Cox Communications:

The Contractor will be required to coordinate with Cox Communications during construction. Cox has existing underground facilities within the project limits and Cox requires a minimum of 12-inches horizontal and vertical separation from their facilities be maintained. If unforeseen conflicts are located in the field, any relocation of Cox facilities may take at least 90 days from date that relocation is agreed to between the Contractor and Cox Communications.

Lt Camelback Rd Cst CL Sta 47+03

RELOCATE: Vault Roadway Utility shall relocate by 05/29/2026

Rt Camelback Rd Cst CL Sta 115+93

RELOCATE: Pedestal Roadway Utility shall relocate by 05/29/2026

Rt Camelback Rd Cst CL Sta 115+99

RELOCATE: Vault Roadway Utility shall relocate by 05/29/2026

Rt Camelback Rd Cst CL Sta 125+34

ADJUST TO GRADE:

Vault

Grading Utility will adjust the vault during construction.

cost being considered included in the price of contract items.

Liberty Utilities:

The Contractor will be required to coordinate with Liberty Utilities during construction. Liberty Utilities has existing underground water and sewer facilities within the project limits and the Contractor shall relocate or adjust to grade facilities during construction.

Camelback Rd Cst CL Sta Rt 82+95, Rt 91+74, Rt 100+56, Rt 110+21

RELOCATE: Fire Hydrant

Roadway The Contractor shall remove and install per project plans and specifications.

Rt Camelback Rd Cst CL Sta 110+16

ADJUST TO GRADE:

Curb Stop

Grading The Contractor shall adjust to grade per project plans and specifications.

The Contractor shall adjust to final pavement grade existing sewer manhole and water valve frame and covers as shown on the project plans.

cost being considered included in the price of contract items.

SR 303L to City Limits Page 16

Lightpath Fiber:

The Contractor will be required to coordinate with Lightpath Fiber during construction. Lightpath has existing underground facilities within the project limits and will relocate or adjust vaults to grade during construction.

Lt Camelback Rd Cst CL Sta 40+29, 40+34, 54+66 and 54+71

RELOCATE: Vault Roadway Utility will shift the vault north and adjust the vault to grade during construction.

Lt Camelback Rd Cst CL Sta 68+80 and 68+85

ADJUST TO GRADE:

Vault

Roadway Utility will adjust to vault to grade during construction.

Lt Camelback Rd Cst CL Sta 69+40

RELOCATE: Conduit Light Pole Utility will expose conduit and relocate to provide a minimum of 2-feet clearance to new light pole foundation

The contractor shall contact Tim Lusk at (480) 528-0024 and Richard Walker at (909) 618-3463 a minimum of 14 calendar days in advance of construction within five feet of existing vault or other conflict to arrange for relocation or adjustment to grade. Lightpath will require 10 calendar days to complete vault relocation at each location and 5 calendar days to adjust vault to grade at each location. Lightpath will require 10 calendar days to complete conduit relocation at each light pole conflict location.

No measurement or direct payment will be made for coordination with the utility company; the cost being considered included in the price of contract items.

Luke Air Force Base (LAFB):

The Contractor will be required to coordinate with Luke Air Force Base during construction. Luke Air Force Base has groundwater monitoring well locations within the project limits as shown on the project plans. No conflicts are anticipated with these monitoring wells.

Lumen (formerly CenturyLink):

The Contractor will be required to coordinate with Lumen during construction. Lumen has existing underground and overhead facilities within the project limits. Lumen requires a minimum of 12-inches horizontal and vertical separation from their facilities be maintained. No measurement or direct payment will be made for coordination with the utility company; the cost being considered included in the price of contract items.

Lumen will relocate existing facilities confirmed in conflict with the improvements as shown in the table below.

Lt Camelback Rd Cst CL Sta 46+90 Rt Camelback Rd Cst CL Sta 126+33

REMOVE: Pedestal Roadway Utility will remove pedestals and abandon underground cable from Sta 46+87 to 48+19.

This work was completed prior to construction.

Rt Camelback Rd Cst CL Sta 98+90, 107+40, 116+90, and 124+90.

ADJUST TO GRADE:

Manhole

Roadway Utility will adjust the MH frame and cover during construction

The contractor shall contact Jashua Wallace at (602) 369-9564 or Joshua.wallace@lumen.com a minimum of 14 calendar days in advance of construction within five feet of existing manholes to arrange for adjustment to grade. CenturyLink will require 5 calendar days to complete manhole adjustment to grade at each location.

SR 303L to City Limits Page 17

Maricopa Water District:

Maricopa Water District has existing irrigation facilities outside the project limits, no conflicts are anticipated with their facilities.

MCI/Verizon:

The Contractor will be required to coordinate with MCI/Verizon during construction. MCI/Verizon has existing underground facilities within the project limits; no conflicts are anticipated with MCI/Verizon facilities. MCI/Verizon requires a minimum of 12-inches horizontal and vertical separation from their facilities be maintained. No measurement or direct payment will be made for coordination with the utility company; the cost being considered included in the price of contract items.

Southwest Gas:

The Contractor will be required to coordinate with SW Gas during construction. Southwest Gas has existing underground facilities within the project limits; no conflicts are anticipated with Southwest Gas facilities. Southwest Gas requires a minimum of 12-inches horizontal and vertical separation from their facilities be maintained. No measurement or direct payment will be made for coordination with the utility company; the cost being considered included in the price of contract items.

Prior to beginning construction and for actual up to date utility locations, call Arizona 811 at (602) 263-1100 or 811, pursuant to the “Blue Stake Law” (Arizona Revised Statues (State Law), Chapter 2, Article 6.3, Sections 40-360.21 through 40-360.32). Minimum cover over gas mains is 36 inches. Any underground facility must have at least 12 inches face to face clearance at the point of crossing.

The contractor shall hand dig when excavating within two feet of a gas pipe. In the event that the contractor should "hook" or otherwise strain a gas pipe while excavating, a call shall be placed to

(602) 271-4277. Even though there may not be any apparent damage, the strain may have damaged the wrap or a portion of the buried pipe or fittings at other locations causing a leak in the surrounding area. Also, if a steel facility is exposed and the pipe coating is found to need repair, the contractor shall contact Southwest Gas at (602) 271-4277 so a crew can be dispatched to rewrap the pipe. This is a service provided by Southwest Gas at no cost to the contractor.

The contractor shall protect and support all exposed existing Southwest Gas facilities. If the trench is more than three feet wide, the contractor shall support the pipe in a manner where the supporting material does not damage the pipe or its protective wrapping. Upon completion of excavation, all exposed gas pipes shall be protected in place with fine aggregate sand a minimum of six inches around the exposed gas pipe. Fine aggregate shall conform to the requirements of Subsection 701.3 of the specifications.

When backfilling, the contractor shall provide six inches of bedding and six inches of shading with sand or material free of rocks and able to pass through a 3/8-inch screen. The contractor shall not drop backfill directly over the gas pipe. During the compaction process, the contractor shall not damage the gas pipe or protective wrap.

Southwest Gas has pipeline regulator stations, valves, line locating test stations, test points and underground vaults with protective valve box lids and manhole vault covers. The contractor shall maintain access to all existing above ground facilities to Southwest Gas personnel, for the duration of the construction project.

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Southwest Gas will paint yellow all protective valve box lids and vault manhole covers; the contractor shall protect these facilities in place during construction. If necessary, the contractor shall adjust valve box lids and vault manhole covers due to grading and paving per MAG Details

391.1 and 391.2. The Contractor shall contact Southwest Gas Construction at 43rd Operations

(602) 484-5350, a minimum of 10 calendar days in advance, for coordinating work and inspections. For emergencies, please call (602) 271-4277. Only Southwest Gas personnel are allowed to adjust high pressure gas valve boxes.

There may be abandoned steel gas lines within project limits that are potentially coated or wrapped with unidentified materials. Southwest Gas treats its steel gas pipe with unidentified coating/wrapping materials as potentially containing asbestos. Extreme care must be taken when working near and exposing these lines, additionally, whenever such pipe is in direct conflict and requires removal, it must only be done so by a Southwest Gas NESHAP certified contractor. The contractor shall contact Vallerie Gallardo-Weller, a minimum of 10 calendar days in advance, to coordinate any removal.

Zayo:

Zayo relocations will be completed by the utility company prior to and during construction.

Rt Camelback Rd Cst CL Sta 78+26, 88+36, 98+15, and 107+75

RELOCATE: Handhole Roadway Utility will replace existing handhole with traffic-rated vault prior to construction.

Rt Camelback Rd Cst CL Sta 119+23

RELOCATE: Handhole Roadway Utility will replace existing handhole with traffic-rated vault within proposed right-turn lane at 152nd Ave during construction.

Rt Camelback Rd Cst CL Sta 129+19

RELOCATE: Handhole Grading and sidewalk

Utility to adjust existing handhole to grade during construction.

The Contractor shall contact James Thacker at (602) 292-4127 a minimum of 14 calendar days in advance of grading within five feet of existing manholes to request manhole adjustments to grade.

The Contractor shall contact James Thacker at (602) 292-4127 a minimum of 14 calendar days in advance of the curb and gutter removal in the vicinity of handhole at Rt Sta 119+23. Zayo will require 5 calendar days to complete the removal of the existing handhole and installation of new vault.

The Contractor shall contact James Thacker at (602) 292-4127 a minimum of 14 calendar days in advance of grading within five feet of existing handholes to request adjustment at Rt Sta 128+19.

Zayo will require 5 calendar days to complete the grade adjustment of the existing handhole.

No measurement or direct payment will be made for coordination with the utility company; the cost being considered as included in the price of contract items.

ARIZONA811: All utilities shall be blue staked by the Contractor prior to the start of construction.

If a utility is hit or discovered during construction activities, whether it is damaged or not, the Contractor or subcontractor shall immediately contact the Engineer, Arizona 811 Center and the utility company so the utility can be inspected. Failure to notify all of the parties listed shall be cause for rejection of claims for delay or extra work by the Contractor or subcontractor.

Protection: The contractor shall protect existing utility facilities within the project limits. The Contractor shall contact the respective utility when performing work near existing facilities to

SR 303L to City Limits Page 19 provide the utility the opportunity to be present to monitor construction activities and re-identify the facility location. No measurement or direct payment will be made for locating (potholing), protection of facilities, or coordination with the utility companies; the cost being considered included in the price of contract items. All such facilities shall be exposed or potholed, if requested by the utility or Engineer, to verify clearance at no additional cost to the City.

105.7 COOPERATION BETWEEN CONTRACTORS: of the MAG Standard Specifications is modified to add:

The Contractor is advised that there may be construction activity adjacent to the project site. The Contractor is to coordinate the work to accommodate the construction activities.

The Contractor shall contact the City to verify all projects in the vicinity of this project.

The Contractor is advised that it shall schedule and coordinate all work activities so as not to adversely conflict with this adjacent work.

105.8 CONSTRUCTION STAKES, LINES AND GRADES: of the MAG Standard

Specifications is revised to read:

The Contractor shall furnish all materials, personnel, and equipment necessary to perform all surveying, staking, laying out of control lines and verifications of the accuracy of all existing control points which are delineated in the Contract Documents. The work shall be done under the direction of a Registered Land Surveyor licensed to practice in the State of Arizona.

Staking Outline: Prior to beginning any survey operations, the Contractor shall furnish to the Engineer, for approval, a written outline detailing the method of staking, interval of stakes, marking of stakes, grade control for various courses of materials, referencing, structure control, and any other procedures and controls necessary for survey completion. A part of this outline shall also be a schedule which will show the sequencing of the survey and layout work, throughout the course of the contract, listing a percentage of completion for each month.

Field Books: The Contractor shall furnish field books to be used for recording survey data and field notes. These books shall be available for inspection by the City at any time and shall become the property of the City upon completion of the work.

Survey Control Verification: The Contractor shall stake construction elevations tied to the primary benchmark. Coordinate and elevation information for other monuments and benchmarks have been provided in the plans. The Contractor shall verify the accuracy of the other monuments and benchmarks and provide survey results, noting any discrepancies, to the Engineer.

a. Control Points (horizontal and vertical) – The existence and location of all survey monuments, benchmarks and control points shall be verified prior to demolition or construction activity. The Contractor shall notify the Engineer when location discrepancies greater than 0.02-ft horizontal or 0.01-foot vertical are found. All datum shall be City of Goodyear. Control benchmarks may be disturbed by the construction performed. The Contractor’s surveyor shall provide adequate temporary benchmarks to re-establish control benchmarks that are disturbed or destroyed.

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b. Control Lines – Construction control lines with grade breaks, transition points, horizontal and vertical curves, etc., shall be established and referenced prior to construction.

c. Temporary Benchmarks – Temporary benchmarks shall be established and referenced.

Pre-Construction Location Survey: All existing features which are located prior to construction shall be referenced to survey monuments along control lines by stationing in accordance with the construction documents and by offset distance from the control lines. All features shall be relocatable after construction. Distances measured shall be within one-hundredth (0.01) foot.

a. Survey monuments – All survey monuments that lie within the construction area that may be disturbed shall be referenced to a specific point on at least four (4) stable objects by distance measurement. Reference objects shall be located no greater than three hundred

(300) feet from the survey monument being referenced.

b. Water and Sewer line appurtenances – Water and sewer line surface appurtenances such as manholes, valves and cleanouts that lie within the construction area shall be located and noted on the Contractor’s approved construction documents prior to any demolition or excavation.

c. Match Points and Removals – Verify the location (horizontal and vertical) of existing facilities to which the project connects. Immediately notify the Engineer when location discrepancies of connecting facilities greater than one-tenth (0.10) foot horizontal or two-hundredths (0.02) foot vertical are found.

d. Saw Cut – The Contractor shall provide horizontal and vertical location data of the existing pavement along the proposed saw cut locations, at points of direction change and at 25-foot intervals, to the Engineer.

Construction Stakes: The Contractor shall set construction stakes and marks establishing lines and grades for road work, curbs, gutters, path, structures, buildings, centerlines for utilities and necessary appurtenances and other work as indicated in the Contract Documents and is responsible for their conformance with the plans and specifications.

Re-establishment Survey: Monument locations will be marked with "straddlers" (four nails with metal "shiners") driven into the pavement and placed in pairs, approximately six feet apart and opposite to each other. Lines connecting opposing pairs shall form a ninety-degree cross with three foot legs. The center of the cross will signify the exact location of the center of the monument to be set. Monuments will be drilled or punched after they have been set.

Manhole, valve box, and cleanout locations shall be painted on the new pavement for rim adjustment.

Inspection and Acceptance of Work: The City reserves the right to make inspections and random checks of any portion of the staking and layout work. Checks by the City or his representative shall in no way relieve the Contractor of his/her responsibility to construct the project in accordance with the Contract requirements. If, in the City’s opinion, the work is not being performed in a manner that will provide proper control and accuracy of the work, the City will order any or all of the staking and layout work redone at no additional cost to the City.

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Record Drawings (As-Builts): A full-size set of project drawings shall be kept on-site and updated on a weekly basis or more frequently, as necessary, with a red pencil or red ink to reflect any field adjustments, changes, omissions, additions, etc. as they occur on the project. The City Inspector will check site record drawings (as-builts) on a weekly basis to ensure all modified project elements have been properly recorded on the field plan set. Record drawings reviews at progress meetings shall occur monthly.

The Contractor shall provide plan sheets for use in preparing final record drawings (as-builts).

Information shall be shown on these plans in red opaque ink, depicting the constructed dimensions, elevations, grades and materials including locations of existing underground utilities found during construction. Changed values shall be stricken out.

The Contractor shall exercise extreme care in handling any provided originals and will return them to the City in like condition. In the event the originals are damaged or determined by the City to be unacceptable, the contractor shall replace the originals by contacting the Design Engineer of record and have new drawings produced. All costs incurred, as the result of replacing the originals shall be borne by the contractor. The City will be the sole judge in determining whether the record drawings (as-builts) are acceptable in either condition or detail.

All work included in the contract documents as well as changes to the contract shall be noted as correct or modified by either checking off the information if it is correct, or by drawing a neat line through the original data and writing in the correct information in opaque ink if the information is incorrect. Unless noted otherwise below in the minimum as-built requirement section, station/offset measurements will be from construction centerline/monument line both parallel and transverse to roadway; and added items or location changes shall be physically drawn at revised or new locations on the record drawings (as-builts.

At the completion of construction, the Contactor shall provide record drawings (as-builts) which conform to the requirements of Chapter 10 of the City of Goodyear’s Engineering Design Standards and Policies Manual. The completed record drawings (as-builts) shall be signed and sealed by the Arizona Registered Professional Engineer or Land Surveyor responsible for development of this document. Record drawings (As-builts) shall be delivered to the Engineer within 30 calendar days from the date of final acceptance by the City for this contract. Work under this bid item includes transfer of all information noted by the Contractor on the on-site record drawings (as-builts) set described above.

Measurement and Payment: Construction Survey, Layout and Record Drawings (As-Builts) will be measured as a single complete item of work together with construction surveying and paid at the Lump Sum price complete item of work as indicated on the Bid Schedule, which amount shall be considered full compensation for the work as described herein and required to clearly indicate all specific record drawings (as-builts) information.

Final payment for survey work under this bid item will be made when the City and all other agencies or utilities accept the final record drawings (as-builts). Should the Contractor fail to submit acceptable record drawings (as-builts) within the 30 calendar day period noted above, the City will execute a deduct change order for 10 percent of the bid item total from the contract (or $2,500.00, whichever is greater) for every five working days that the Contractor fails to provide acceptable record drawings (as-builts). If the Contractor fails to submit acceptable record drawings (as-builts) after the 3rd submittal, the City will deduct 50% from the bid item total from the contract (or $10,000.00, whichever is greater) and execute a final change order noting the City’s justification for penalizing the Contractor for unacceptable record drawings (as-builts)

SR 303L to City Limits Page 22 preparation.

105.10 INSPECTION OF WORK: of the MAG Standard Specifications is modified to add:

The Contractor shall hire an independent third-party Material Testing firm to perform Quality Control testing for the project. The City reserves the right to complete additional Quality Assurance testing.

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SECTION 106 CONTROL OF MATERIALS

106.1 SOURCE OF MATERIAL AND QUALITY: of the MAG Standard Specifications is modified to add:

In order to expedite the inspection and testing of materials, the Contractor shall furnish complete shop drawings and submittals to the City as to the origin, composition and manufacture of material to be used in the Work. Such submittals shall be furnished promptly after execution of the Contract but, in all cases, prior to delivery of such materials.

106.2 SAMPLES AND TESTS OF MATERIALS: of the MAG Standard Specifications is modified to add:

The Contractor shall hire an independent third-party Material Testing Firm to perform Quality Control testing for the project and pay all cost required.