Attachment 1a FAA MMAC IWTP_Specifications_IFC Volume I Rev 2026 09 29.pdf

MMAC IWTP AND COLLECTION

SYSTEM UPGRADE

186-IWTP Industrial Wastewater Treatment Plant and 190-CLS Collection Systems Building Type “B” Design Study – Issued For Construction Specifications Volume I – Division 01

Mike Monroney Aeronautical Center Oklahoma City, OK

CONTRACT NUMBER:

DTFAAC-21-D-00043

Federal Aviation Administration

PREPARED BY:

Larson Design Group 1000 Commerce Park Dr., Suite 201 Williamsport, PA 17701

June 10, 2026

IFC Submission

Specifications Volume I – Seals

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BRIAN

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June 10, 2026

06/09/2026

FAA - W.O. #2023-021108

TABLE OF CONTENTS 00 00 00 - 1

LDG / MMAC IWTP and Collection System Upgrade (Type B)

SECTION 00 00 00

TABLE OF CONTENTS

ISSUED FOR CONSTRUCTION SUBMITTAL

VOLUME I DIVISION 01

DIVISION 01 – GENERAL REQUIREMENTS

01 01 00 Summary of Work 01 01 90 Contract Considerations 01 02 80 Modification Procedures 01 03 00 Options 01 03 90 Coordination and Meetings 01 04 50 Cutting and Patching 01 21 00 Allowances 01 30 00 Submittals Template Installed Equipment Data Sheet 01 40 00 Quality Requirements Schedule of Special Inspections 01 50 00 Construction Facilities and Temporary Controls 01 57 23 Storm Water Pollution Prevention 01 59 00 Field Offices and Sheds 01 60 00 Material and Equipment 01 60 10 Substitution Request Form 01 65 00 Starting of Systems 01 70 00 Contract Closeout 01 73 00 Operation and Maintenance Data 01 74 19 Construction Waste Management and Disposal MMAC Waste Management Form Geotechnical Report

VOLUME II DIVISION 02-13

DIVISION 02 - EXISTING CONDITIONS

02 41 16 Structure Demolition

DIVISION 03 - CONCRETE

03 10 00 Concrete Forming and Accessories 03 20 00 Concrete Reinforcing 03 30 00 Cast-in-Place Concrete

DIVISION 04 - MASONRY

04 22 00 Concrete Unit Masonry

DIVISION 05 - METALS

05 12 00 Structural Steel Framing 05 31 00 Steel Decking 05 40 00 Cold-Formed Metal Framing 05 52 13 Pipe and Tube Railings

TABLE OF CONTENTS 00 00 00 - 2

DIVISION 06 - WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 06 41 16 Plastic-Laminate-Faced Architectural Cabinets 06 64 00 Shower Surrounds

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 00 Thermal Insulation 07 26 00 Vapor Retarders 07 72 00 Roof Accessories 07 72 53 Snow Guards 07 92 00 Joint Sealants

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 08 33 23 Overhead Coiling Doors 08 51 13 Aluminum Windows 08 71 00 Door Hardware 08 76 00 Door Hardware Schedule 08 80 00 Glazing 08 91 19 Fixed Louvers

DIVISION 09 - FINISHES

09 22 16 Non-Structural Metal Framing 09 29 00 Gypsum Board 09 30 13 Ceramic Tiling 09 51 23 Acoustical Tile Ceilings 09 65 13 Resilient Base and Accessories 09 67 23 Resinous Flooring 09 90 00 Painting and Coating 09 96 00 High-Performance Coatings

DIVISION 10 - SPECIALTIES

10 11 00 Visual Display Units 10 14 00 Signage 10 26 00 Wall and Door Protection 10 28 00 Toilet, Bath, and Laundry Accessories 10 44 16 Fire Extinguishers 10 51 13 Metal Lockers 10 56 13 Metal Storage Shelving

DIVISION 12 - FURNISHINGS

12 35 53.13 Metal Laboratory Casework 12 36 61.16 Solid Surface Countertops 12 48 16 Entrance Floor Grilles

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 Metal Building Systems

TABLE OF CONTENTS 00 00 00 - 3

VOLUME III DIVISION 21-46

DIVISION 21 - FIRE SUPPRESSION

21 05 00 Common Work Results for Fire Suppression 21 05 17 Sleeves and Sleeve Seals for Fire-Suppression Piping 21 05 18 Escutcheons for Fire-Suppression Piping 21 05 23 General-Duty Valves for Water-Based Fire-Suppression Piping 21 05 29 Hangers and Supports for Fire-Suppression Piping and Equipment 21 05 53 Identification for Fire-Suppression Piping and Equipment 21 10 00 Water-Based Fire-Suppression Systems 21 11 00 Facility Fire-Suppression Water-Service Piping 21 11 19 Fire Department Connections 21 13 13 Wet-Pipe Sprinkler Systems

DIVISION 22 - PLUMBING

22 05 00 Common Work Results for Plumbing 22 05 23 General-Duty Valves for Plumbing Piping 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 22 05 53 Identification for Plumbing Piping and Equipment 22 05 93 Testing, Adjusting, and Balancing for Plumbing 22 07 19 Plumbing Piping Insulation 22 11 16 Domestic Water Piping 22 11 19 Domestic Water Piping Specialties 22 11 23.21 Inline, Domestic-Water Pumps 22 13 16 Sanitary Waste and Vent Piping 22 13 19 Sanitary Waste Piping Specialties 22 13 19.13 Sanitary Drains 22 14 29 Sump Pumps 22 15 13 General-Service Compressed-Air Piping 22 15 19 General-Service Packaged Air Compressors and Receivers 22 33 00 Electric, Domestic-Water Heaters 22 42 00 Commercial Plumbing Fixtures 22 45 00 Emergency Plumbing Fixtures 22 47 00 Drinking Fountains and Water Coolers

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

23 05 00 Common Work Results for HVAC 23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 05 53 Identification for HVAC Piping and Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 13 Duct Insulation 23 07 19 HVAC Piping Insulation 23 09 23 Direct Digital Control (DDC) System for HVAC 23 09 23.12 Control Dampers 23 23 00 Refrigerant Piping 23 31 13 Metal Ducts 23 33 00 Air Duct Accessories 23 33 46 Flexible Ducts 23 34 13 Axial HVAC Fans

TABLE OF CONTENTS 00 00 00 - 4

23 37 13.13 Air Diffusers 23 37 13.23 Registers and Grilles 23 74 33 Dedicated Outdoor-Air Units 23 81 26 Split-System Air-Conditioners 23 82 39.16 Propeller Unit Heaters

DIVISION 26 - ELECTRICAL

26 00 10 Supplemental Requirements for Electrical 26 05 13 Medium-Voltage Cables 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33.13 Conduits for Electrical Systems 26 05 33.16 Boxes and Covers for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems 26 05 53 Identification for Electrical Systems 26 09 23 Lighting Control Devices 26 12 19 Pad-Mounted, Liquid-Filled, Medium-Voltage Transformers 26 22 13 Low-Voltage Distribution Transformers 26 24 16 Panelboards 26 27 13.10.30Electric Metering 26 27 26 Wiring Devices 26 28 16 Enclosed Switches and Circuit Breakers 26 41 13 Lightning Protection for Structures 26 51 19 LED Interior Lighting 26 52 13 Emergency and Exit Lighting 26 56 19 LED Exterior Lighting

DIVISION 27 – COMMUNICATIONS

27 00 00 General Provisions for Telecommunications Specifications 27 00 10 Supplemental Requirements for Communications 27 05 26 Grounding and Bonding for Communications Systems 27 05 28 Pathways for Communications Systems 27 05 43 Underground Ducts and Raceways for Communications Systems 27 11 16 Communications Racks, Frames, and Enclosures 27 13 13 Communications Copper Backbone Cabling 27 13 23 Communications Optical Fiber Backbone Cabling 27 15 13 Communications Copper Horizontal Cabling 27 51 16 Public Address Systems

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 00 10 Supplemental Requirements for Electronic Safety and Security 28 05 13 Conductors and Cables for Electronic Safety and Security 28 05 26 Grounding and Bonding for Electronic Safety and Security 28 05 44 Sleeves and Sleeve Seals for Electronic Safety and Security Pathways and

Cabling 28 10 00 Access Control 28 16 00 Intrusion Detection 28 20 00 Video Surveillance 28 31 11 Digital, Addressable Fire-Alarm System

TABLE OF CONTENTS 00 00 00 - 5

DIVISION 31 - EARTHWORK

31 05 13 Soils for Earthwork 31 05 16 Aggregates for Earthwork 31 23 16 Excavation 31 23 16.13 Trenching 31 23 23 Fill 31 25 00 Erosion and Sedimentation Controls

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 16 23 Sidewalks 32 17 23 Pavement Markings 32 92 23 Sodding

DIVISION 33 - UTILITIES

33 01 10.58 Disinfection of Water Utility Piping Systems 33 01 30.86 Manhole Rim Adjustment 33 05 00 Common Work Results for Utilities 33 05 61 Concrete Manholes 33 11 14 Dual Containment Piping 33 14 16 Site Water Utility Distribution Piping 33 31 00 Sanitary Sewerage Piping 33 34 00 Underground Pressure Piping 33 36 14 Dual Containment Fiberglass Lift Station 33 38 00 Piping Systems Testing

DIVISION 40 - PROCESS INTEGRATION

40 05 13 Common Work Results for Process Piping 40 05 13.73 Plastic Process Piping 40 91 00 Primary Process Measurement Devices

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND STORAGE

EQUIPMENT

43 23 32 Stainless Steel Vertical Centrifugal Pumps 43 23 33 Thermoplastic Vertical Centrifugal Pumps

DIVISION 44 - POLLUTION AND WASTE CONTROL EQUIPMENT

44 40 00 Common Requirements for Pollution Control Equipment

DIVISION 46 - WATER AND WASTEWATER EQUIPMENT

46 05 53 Identification for Water and Wastewater Equipment 46 07 53 Packaged Wastewater Treatment Equipment

FAA – W.O. #2023-021108

SUMMARY OF WORK 01 01 00 - 1

SECTION 01 01 00

SUMMARY OF WORK

PART 1 - GENERAL

1.1 SECTION INCLUDES

Work Description.

A. Contractor use of site and premises.

B. Permits and Licenses.

C. FAA occupancy.

D. Project Funding

1.2 RELATED SECTIONS

A. Section 01 03 00 – Options – Description of Options.

1.3 WORK DESCRIPTION

Work Location: Federal Aviation Administration (FAA), Mike Monroney Aeronautical Center, 186-IWT Industrial Wastewater Treatment Plant and 190-CLS Collection Systems Building, Oklahoma City, Oklahoma, 73169

A. Completion of Work: The Contractor shall be required to (a) commence Work under this contract within the designated calendar days after the date the Contractor receives the notice to proceed, (b) execute the Work diligently, and (c) complete the entire Work ready for occupancy and use no later than: 730 Days after notice to proceed.

1.4 CONTRACTOR USE OF SITE AND PREMISES

A. Limit use of site and premises to allow:

FAA occupancy:

a. Existing IWTP will remain in operation during construction of new facility. FAA personnel will require access and operation. Contractor to coordinate with FAA personnel on any disruptions

Work by others:

b. Johnson Controls International (JCI) will be working concurrently with the

Contractor on the integration of the New Controls System to the campus wide

SUMMARY OF WORK 01 01 00 - 2

building automation system (BAS) at each lift station and the new IWTP.

Access to Site: Coordinate site access and staging areas with FAA project manager prior to commencement of work.

B. Security Requirements: Contractor shall comply with all applicable Department of Transportation (DOT), FAA, and MMAC security directives while performing Work of this contract.

C. User / Owner Occupancy: The Contractor shall make every effort to not disrupt the day to day operations of this facility. The Contractor will be responsible for providing safety barriers, warnings, temporary lighting, heating, air conditioning, ventilation, and other appurtenances necessary to keep the occupants safe. Contractor shall provide temporary dust-proof partitions to demark exit travel and always maintain safe egress from the building for the occupants of the building.

D. Time Restrictions – Work shall be conducted between 6:00 a.m. and 6:00 p.m. on normal government workdays. The Contractor can submit an After Hours Work Request for approval for any Work at night, or on Saturday’s, Sunday’s or designated government holidays. Work during these times (weekend and government holidays), must be pre-approved and scheduled in advance. Provide a minimum of 72 hours notice and weekend work notice is due by noon the Wednesday before. Use the approved form and send to the Contracting Officer Representative and Inspector.

Any road closure requires a thirty (30) day notice prior to closing.

Utility Outages or Shutdown: Coordinate with the Contracting Officer Representative and inspector. Outages affecting FAA Operations are required to be accomplished at night, or on Saturday’s, Sunday’s or designated government holidays. Prior to any outage or shutdown, notification as outlined below must be coordinated:

• Hot Work Permit required - 48 hour minimum notice

• Approved hot/energized electrical work - 48 hour minimum notice

• After hour, weekend or holiday work - 72 hour minimum notice (Weekend work is due by noon the Wednesday before the outage) Use approved form

• Outage notification / Utility Outages - 5 day minimum notice

• Confine Space Permit - 72 hour minimum notice

1.5 PERMITS AND LICENSES

Refer to the AMS Clause 3.2.2.3-47 Permits and Responsibilities. The Contractor shall secure and pay for all permits, licenses, determined special inspections, etc. required in the execution of the Work, whether of a permanent or temporary nature.

SUMMARY OF WORK 01 01 00 - 3

1.6 SCHEDULE OF VALUES

The successful bidder will be required to, within 20 days after the date established as the Notice to Proceed, submit to the FAA a detailed schedule of values that clearly sets forth the scheduled prices for each component of the project. The contractor will also be asked to provide a detailed cost breakdown for the following items, including but not limited to:

A. All schedule of values will include a line item for Project Closeout. This line item will be valued at 10%.

PART 2 - PRODUCTS

Not Used

PART 3 - EXECUTION

END OF SECTION

FAA – W. O. #2023-021108

CONTRACT CONSIDERATIONS 01 01 90 - 1

LDG / MMAC IWTP and Collection System Upgrade (Type B)

SECTION 01 01 90

CONTRACT CONSIDERATIONS

A. Schedule of values.

1.2

RELATED SECTIONS

A. Section 01 01 00 – Summary of Work: Schedule of additional cost items to be included in the Schedule of Values.

B. Section 01 03 00 – Options: Description of options that may or may not be considered.

C. Section 01 60 00 - Material and Equipment: Product substitutions and options.

1.3

SCHEDULE OF VALUES

A. Submit a printed schedule on Contractor's standard form or electronic media printout.

B. Submit Schedule of Values and Detailed Schedule of Values in duplicate within twenty

(20) days after date established in Notice to Proceed.

C. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the major Specification Section. Identify site mobilization, bonds and insurance.

D. Include separately for each line item, a direct proportional amount of Contractor's overhead and profit.

E. Revise schedule to list approved Change Orders, with each Application for Payment.

F. Include any additional items for breakdown as requested by the FAA project manager.

1.4 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

A. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

1. The weather experienced at the project site during the contract period must be found

FAA – W. O. #2023-021108

CONTRACT CONSIDERATIONS 01 01 90 - 2

LDG / MMAC IWTP and Collection System Upgrade (Type B) to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

2. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

B. The following schedule of monthly anticipated adverse weather delays is based on

National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The contractor's progress schedule must reflect these anticipated adverse weather delays in all-weather dependent activities.

1. MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON A FIVE (5) DAY WORK WEEK.

a. January - three (3) work days

b. February - three (3) work days

c. March - four (4) work days

d. April - four (4) work days

e. May - five (5) work days

f. June - four (4) work days

g. July - three (3) work days

h. August - three (3) work days

i. September - four (4) work days

j. October - three (3) work days

k. November - two (2) work days

l. December - two (2) work days

MODIFICATION PROCEDURES 01 02 80 - 1

SECTION 01 02 80

MODIFICATION PROCEDURES

A. Submittals.

B. Documentation of change in Contract Sum and Contract Time.

C. Change procedures.

D. Construction Change Directive.

E. Stipulated Sum change order.

F. Unit price change order.

G. Time and material change order.

H. Execution of change orders.

I. Correlation of Contractor submittals.

J. Weather Related Delays

A. Section 01 29 00 - Payment Procedures: Payment applications.

B. Section 01 30 00 - Submittals: Work schedule and schedule of values.

C. Section 01 60 00 - Material and Equipment: Product options and substitutions.

D. Section 01 70 00 - Contract Closeout: Project record documents.

1.3 SUBMITTALS

A. Submit name of the individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work.

B. Change Order Form: FAA Form 4400-34.

MODIFICATION PROCEDURES 01 02 80 - 2

1.4 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME

A. Reference AMS Clause 3.10.1-19 Modification Cost Proposal – Price Breakdown (Construction)

1.5 CHANGE PROCEDURES

A. Only the FAA Contracting Officer can advise of minor changes in the Work not involving an adjustment to Contract Sum or Contract Time.

B. The FAA Contracting Officer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor will prepare and submit an estimate within 10 days.

C. The Contractor may propose a change by submitting a request for change to the Contracting Officer describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions in accordance with Section 01 60 00.

1.6 CONSTRUCTION CHANGE DIRECTIVE

A. Refer to AMS Clause 3.10.1-15 Changes - Construction, Dismantling, Demolition, or Removal of Improvements.

1.7 STIPULATED SUM CHANGE ORDER

A. Based on Proposal Request and Contractor's fixed price quotation or Contractor's request for a Change Order as approved by the FAA Contracting Officer.

1.8 UNIT PRICE CHANGE ORDER

A. For pre-determined unit prices and quantities, the Change Order will be executed on a fixed unit price basis.

B. For unit costs or quantities of units of work which are not pre-determined, execute

Work under a Construction Change Directive.

1.10 EXECUTION OF CHANGE ORDERS

A. Refer to AMS Clause 3.10.1-15 Changes-Construction, Dismantling, Demolition, or Removal of Improvements

1.11 CORRELATION OF CONTRACTOR SUBMITTALS

A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.

MODIFICATION PROCEDURES 01 02 80 - 3

B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

C. Promptly enter changes in Project Record Documents.

1.12 WEATHER RELATED DELAY CLAIMS

A. Extension of Time of Completion. The Contractor may be entitled to an extension in time only when: a) The claim for such extension is submitted to the FAA Project Manager in writing by the Contractor within seven (7) days from and after the time when the alleged cause of delay occurred which was beyond the Contractors control; and b) Then only when such claim is approved by the FAA Contracting Officer. In adjusting the time for completion of the project, all strikes, lockouts, unusual delays in transportation or any condition over which the Contractor has no control unless and except delays by a subcontractor deemed to be within the control of the Contractor and any suspensions of activities ordered by the FAA Contracting Officer for causes not the fault of the Contractor shall be excluded from the computation of the Contract time for the completion of the work.

B. If adverse weather conditions are the basis for a claim for additional time, such claim shall be documented by data substantiating that weather conditions were abnormal for the period of time and could not have been reasonably anticipated, and that weather conditions had an adverse effect on the construction activities occurring on the critical path of the construction schedule.

Based on Oklahoma City climatological data, the number of lost days a contractor should expect during an average year for exterior weather sensitive activities has been determined. The figures are based on the number of days each month that receive precipitation greater than ½ inch and/or snowfall over one inch. No days have been included for drying time.

Days Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Lost 3 3 4 4 5 4 3 3 4 3 2 2 The lost weather days should be included in the schedule for the normal five-day work week (excluding weekends and holidays) for the duration of the project. Weather days exceeding lost days may be submitted for approval to the FAA Project Manager, which may extend the completion time for the project.

OPTIONS 01 03 00 - 1

SECTION 01 03 00

OPTIONS

PART 1 – GENERAL

A. Identification and description of work included in Options.

A. Sections of Specifications identified in each Option.

1.3 PROCEDURES

A. Options will be exercised at the discretion of Owner and in no particular order.

B. Coordinate related work and modify surrounding work as required to complete the Work, including changes under each Option, when acceptance is designated in Owner-Contractor Agreement.

1.4 OPTIONS

A. OPTION 1 – ADD DEMOLITION OF EXISTING IWTP

1. Demolition and Decommissioning of Existing IWTP structure and components.

Refer to Drawing C-001 : Phase C – Demolition of Existing IWTP both Phase C1 and Phase C2 drawing notes.

B. OPTION 2 – ADD DEMOLITION AND RENOVATION OF THE EXISTING

LIFT STATIONS #1, #3, and #4

1. Demolition and Lift Station Construction, refer to Drawing C-001: Phase A2 – Lift Station Construction and corresponding drawing sheets with lift station details.

C. OPTION 3 – ADD DEMOLITION OF THE EXISTING LIFT STATION #2

1. Demolition of Lift Station #2, refer to Drawing CD-103 : Detail D6. Demo any existing tributary forcemain from the lift station to the main forcemain (approximately five feet (5’)). Existing 4” influent from the building to be removed back to 5’ from the building exterior and capped.

2. Removal to consist of the steps indicated under Drawing C-001: Phase A2 steps #1 through #8. Once removed, backfill excavation with appropriate fill material and restore per construction documents.

OPTIONS 01 03 00 - 2

D. OPTION 4 – ADD DEMOLITION AND REPLACEMENT OF EXISTING

FORCEMAIN AND ASSOCIATED TRENCH

1. Demolition and Replacement of the Existing forcemain and associated trench, refer Drawing C-001: Phase A1 – Trench Demolition and corresponding drawing sheets with trench demo and replacement details.

E. OPTION 5 – ADD CLERESTORY WINDOWS AND ENTRY CANOPY

1. Provide and install glazing W-3 through W-8 and associated aluminum window framing on East and West elevations.

2. Provide and install Entrance Awning (Drawing A-612 : Detail D7).

F. OPTION 6 – UPGRADE FLOOR AND WALL FINISHES AT DESIGNATED AREAS TO

CHEMICAL RESISTANT EPOXY FLOORING AND CERAMIC WALL TILE

1. In base bid, all floor finishes to be sealed concrete (SC-1), except for Room 106 Lab and Room 110 Restroom which will be chemical resistant epoxy flooring (CREF-

1) and Vestibule 102 will be walk-off carpet (WOC-1). This Option #6 is to upgrade floor finishes in Rooms 103, 104, 105, and 107 to be chemical resistant epoxy flooring in place of the sealed concrete.

2. In base bid, walls to have fiber reinforced panel (FRP-1) at Restroom east and south elevations, Water Fountain west elevation, and Office/Kitchenette west elevation. This Option #6 is to upgrade the fiber reinforced panel to ceramic wall tile (PCT-1 and PCT-2) at these locations.

Not used.

Not used.

COORDINATION & MEETINGS 01 03 90 - 1

LDG / MMAC IWTP and Collection System Upgrade (Type B)

SECTION 01 03 90

COORDINATION AND MEETINGS

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Coordination.

B. Pre-construction meeting.

C. Progress meetings.

D. Examination.

E. Preparation.

F. Cutting and Patching.

G. Alteration Project procedures.

1.2 COORDINATION

A. Coordinate scheduling, submittals, and Work of the various Sections of the Project Manual to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Coordinate completion and clean-up of Work of separate Sections in preparation for Substantial Completion.

1.3 PRE-CONSTRUCTION MEETING

A. Contracting Officer will schedule a meeting after Notice of Award.

B. Attendance Required: Contracting Officer, Project Manager, and Contractor.

C. Agenda:

1. Distribution of Contract Documents.

2. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule.

3. Designation of personnel representing the parties in Contract.

4. Procedures and processing of field decisions, Submittals, Substitutions, Applications for Payments, Proposal Request, Change Orders, and Contract Closeout procedures.

5. Project Safety Plan Submittal by the Contractor to the FAA. Written Programs and Plans for:

COORDINATION & MEETINGS 01 03 90 - 2

LDG / MMAC IWTP and Collection System Upgrade (Type B)

a. Hazardous Work included in this Project.

b. Fall Protection Methods

c. Hazardous Material Procedures

d. Emergency Action Plan

e. Other topics at the Contractors discretion.

6. Scheduling.

D. Record minutes and send electronic copies within seven (7) days after meeting to the Contracting Officer, Project Manager and all participants, and those affected by decisions made.

1.4 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the Work. These meetings will occur at a maximum of weekly and a minimum bi-weekly, unless otherwise required by the Contracting Officer.

B. Make arrangements for meetings, prepare agenda with copies for participants; preside at meetings.

C. Attendance Required: Job Superintendent, major Subcontractors and suppliers, Contracting Officer, Project Manager and others as appropriate to agenda topics for each meeting.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of Work in progress.

3. 3 Week Look Ahead

a. Field observations

b. Identification of problems which impede planned progress

4. Status of Submittals, RFIs and RFPs

5. Maintenance of progress schedule.

a. Review of off-site fabrication and delivery schedules

b. Corrective measures to regain projected schedules

c. Effect of proposed changes on progress schedule and coordination

6. Testing planned and required in accordance with contract requirements

7. Quarterly Environmental and Safety discussion to review MMAC policies and operational controls.

E. Record minutes and distribute electronic copies within seven (7) days after meeting to the Contracting Officer, Project Manager and participants, and those affected by decisions made.

COORDINATION & MEETINGS 01 03 90 - 3

LDG / MMAC IWTP and Collection System Upgrade (Type B)

PART 2 - PRODUCTS

CUTTING AND PATCHING 01 04 50 - 1

LDG / MMAC IWTP and Collection System Upgrade (Type B)

SECTION 01 04 50

CUTTING AND PATCHING

PART 1 – GENERAL

1.1 DESCRIPTION OF REQUIREMENTS

A. Definition: “Cutting and Patching” includes cutting into existing construction to provide for the installation or performance of other work and subsequent fitting and patching required to restore surfaces to their original condition.

1. Cutting and patching is performed for coordination of the work, to uncover work for access or inspection, to obtain samples for testing, to permit alterations to be performed for other similar purposes.

a. Areas where Cutting and Patching occurs should be inspected to determine if ACM exists. If material is determined to be ACM, inform the Owner and Architect and develop a plan to mitigate any disturbance of the ACM.

2. Cutting and patching performed during the manufacture of products, or during the initial fabrication, erection or installation processes is not considered to be “cutting and patching” under this definition. Drilling of holes to install fasteners and similar operations are also not considered to be “cutting and patching”.

3. “Demolition” and “Selective Demolition” are recognized as related-but-separate categories of work, which may or may not require cutting and patching as defined in this section; refer to “Minor Demolition for Remodeling” sections of Division 2.

B. Refer to other sections of these specifications for specific cutting and patching requirements and limitations applicable to individual units of work.

1. Unless otherwise specified, requirements of this section apply to mechanical and electrical work. Refer to Division-15 and Division-16 sections for additional requirements and limitations on cutting and patching of mechanical and electrical work.

1.2 QUALITY ASSURANCE

A. Requirements for Structural Work: Refer to Section 02 41 19 - Selective Demolition. Do not cut and patch structural work in a manner that would result in a reduction of load-carrying capacity or of load-deflection ratio. Prior to such work, obtain approval of project’s structural engineer.

B. Before cutting and patching the following categories of work, obtain the Contracting Officer’s approval to proceed.

1. Structural steel.

2. Miscellaneous structural metals, including lintels, equipment supports, and similar categories of work.

3. Structural concrete.

CUTTING AND PATCHING 01 04 50 - 2

4. Foundation construction.

5. Retaining walls.

6. Structural decking.

7. Roofing system.

8. Piping, ductwork, vessels and equipment.

9. Shoring, bracing, and sheeting.

10. Primary operational systems and equipment.

11. Noise and vibration control elements and systems.

12. Control, communication, conveying, and electrical wiring systems.

C. Visual Requirements: Do not cut and patch work exposed on the building’s exterior or in it’s occupied spaces in a manner that would, in the Contracting Officer’s opinion, result in lessening the building’s aesthetic qualities. Refer to the demolition drawings provided as part of the construction documents. Ask questions prior to performing cutting and patching work rather than after such performance. Do not cut and patch work in a manner that would result in substantial visual evidence of cut and patch work.

Remove and replace work judged by the Contracting Officer to be cut and patched in a visually unsatisfactory manner.

1.3 SUBMITTALS

A. Procedural Proposal for Cutting and Patching: Where prior approval of cutting and patching is requested, submit proposed procedures for this work well in advance of the time work will be performed and request approval to proceed. Include the following information, as applicable, in the submittal:

1. Describe nature of the work and how it is to be performed, indicating why cutting and patching cannot be avoided. Describe anticipated results of the work in terms of changes to existing work, including structural, operational and visual changes as well as other significant elements.

2. List products to be used and firms including their qualifications that will perform the work.

3. Give dates when work is expected to be performed.

4. List utilities that will be disturbed or otherwise affected by work, including those that will be relocated and those that will be out of service temporarily. Indicate how long utility service will be disrupted.

5. When cutting and patching of structural work involves the addition of reinforcement, submit details and engineering calculations to show how that reinforcement is integrated with original structure to satisfy requirements.

6. Do not cut through the existing roofing system without proper approval from the Contracting Officer. Any work on the existing roof must be done in such a manner and with proper authorization as not to void the roof warranty.

7. Waste Management Plan in accordance with AMS Clause # 3.6.3-22

2.1 MATERIALS

A. General: Except as otherwise indicated, or as directed by the Contracting Officer, use materials for cutting and patching that are identical to existing materials. If identical

CUTTING AND PATCHING 01 04 50 - 3

LDG / MMAC IWTP and Collection System Upgrade (Type B) materials are not available, or cannot be used, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal-or-better performance characteristics.

1. The use of a trade name and suppliers name and address is to indicate a possible source of the product. Products of the same type from other sources shall not be excluded provided they possess like physical and functional characteristics.

2. Patch with similar or comparable systems and with approval from the warranty holders so that existing warranties are not voided.

3. Patch existing roof system with like or similar system and with the approval of the original manufacturer so that the existing roof system warranty is maintained.

PART 3 - EXECUTION

3.1 INSPECTION

A. Before cutting, examine the surfaces to be cut and patched and the conditions under which the work is to be performed. If unsafe or otherwise unsatisfactory conditions are encountered, take corrective action before proceeding with the work.

1. Before the start of cutting work, meet at the work site with all parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict between the various trades. Coordinate layout of the work and resolve potential conflicts before proceeding with the work.

3.2 PREPARATION

A. Temporary Support: To prevent failure provide temporary support of work to be cut.

B. Protection: Protect other work during cutting and patching to prevent damage. Provide protection from adverse weather conditions of that part of the project that may be exposed during the cutting and patching operations.

1. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas.

C. Take precaution not to cut existing pipe, conduit or duct serving the building but scheduled to be relocated until provisions have been made to bypass them.

D. When machinery can damage municipal roads or parking lots to access the work site, protect the roads and lots.

3.3 PERFORMANCE

A. General: Employ skilled workmen to perform cutting and patching work. Except as otherwise indicated or as approved by the Contracting Officer, proceed with cutting and patching at the earliest feasible time and complete work without delay.

B. Cutting: Cut the work using methods that are least likely to damage work to be retained or adjoining work. Where possible review proposed procedures with the original

CUTTING AND PATCHING 01 04 50 - 4

installer; comply with original installers recommendations.

1. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut through concrete and masonry using a cutting machine such as a carborundum saw or core drill to insure a neat hole.

2. Cut holes and slots neatly to size required with minimum disturbance of adjacent work. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use.

3. Comply with requirements of other applicable sections where cutting and patching requires excavating and backfilling.

4. By-pass utility services such as pipe and conduit, before cutting, where such utility services are shown or required to be removed, relocated or abandoned. Cut-off conduit and pipe in walls or partitions to be removed. After by-pass and cutting, cap, valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter.

C. Patching: Patch with seams which are durable and as invisible as possible. Comply with specified tolerances for the work.

1. Where feasible, inspect and test patched areas to demonstrate integrity of work.

2. Restore exposed finishes of patched areas and where necessary extend finish restoration into retained adjoining work in a manner which will eliminate evidence of patching and refinishing

3. Where removal of walls or partitions extends one finished area into another finished area, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. If necessary to achieve uniform color and appearance, remove existing floor and wall coverings and replace with new materials.

a. Where patch occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing patch, after patched area has received prime and base coat.

4. Patch, repair or rehang existing ceiling as necessary to provide an even plane surface of uniform appearance.

5. Patch existing roof system with like or similar system to maintain positive drainage to roof drains and watertight roof membrane/

3.4 CLEANING

A. Thoroughly clean areas and spaces where work is performed or used as access to work. Remove completely paint, mortar, oils, putty and items of similar nature.

Thoroughly clean piping, conduit, and similar features before painting or other finish is applied. Restore damage pipe covering to its original condition.

ALLOWANCES 01 21 00 - 1

SECTION 01 21 00

ALLOWANCES

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including the FAA General and

Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements governing allowances.

B. Types of allowances include the following:

1. Quantity allowances.

C. Related Requirements:

1. Section 01 02 80 "Modification Procedures" for procedures for submitting and handling Change Orders.

1.3 DEFINITIONS

A. Allowance: A quantity of work or dollar amount included in the Contract, established in lieu of additional requirements, used to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order.

1.4 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise FAA Project Manager of the date when final selection, or purchase and delivery, of each product or system described by an allowance must be completed by the Owner to avoid delaying the Work.

B. At FAA Project Manager’s request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work.

C. Purchase products and systems selected from the designated supplier.

1.5 ACTION SUBMITTALS

A. Submit proposals for purchase of products or systems included in allowances in the form specified for Change Orders.

1.6 INFORMATIONAL SUBMITTALS

ALLOWANCES 01 21 00 - 2

LDG / MMAC IWTP and Collection System Upgrade (Type B)

A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.

B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance.

C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

1.7 QUANTITY ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner under allowance and shall include taxes, freight and delivery to Project site.

B. Unless otherwise indicated, Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials ordered by Owner under allowance shall be included as part of the Contract Sum and not part of the allowance.

1.8 ADJUSTMENT OF ALLOWANCES

A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, required maintenance materials, and similar margins.

1. Include installation costs in purchase amount only where indicated as part of the allowance.

2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other markups.

3. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.

B. Submit claims for increased or decreased costs due to a change in the scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit.

1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of Work has changed from what could have been foreseen from information in the Contract Documents.

2. No change to Contractor's indirect expense is permitted for selection of higher-or lower- priced materials or systems of the same scope and nature as originally indicated.

ALLOWANCES 01 21 00 - 3

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCES

A. Allowance No. 1: Lump sum Allowance: Include the sum of $4,109.00 for the Contractor to subcontractor with OCAT approved natural gas contractor, SE Plumbing and Backhoe Inc., to accomplish the work illustrated on Drawing CD1010 for the removal of the existing natural gas service.

1. This allowance includes material, receiving, handling, and installation costs, and Contractor overhead and profit.

SUBMITTALS 01 30 00 - 1

LDG / MMAC IWTP and Collection System Upgrade (Type B)

SECTION 01 30 00

SUBMITTALS

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Submittal Schedule.

B. Submittal procedures.

C. Format of Submittals.

D. Construction progress schedules.

E. Proposed Products list.

F. Waste Management Plan in accordance with AMS Clause # 3.6.3-22

1.2 RELATED SECTIONS

A. Section 01 40 00 - Quality Requirements: Manufacturers' field services and reports.

B. Section 01 70 00 - Contract Closeout: Contract warranties, bonds, manufacturers' certificates, and closeout submittals.

1.3 SUBMITTAL SCHEDULES

A. Submit to the Contracting Officer an electronic submittal schedule at the first progress meeting. Schedule shall include but not be limited to specification Section number, specification title, paragraph number, and/or drawing number, description of submitted item, date submitted, date to location, reviewer action. Update the schedule at each subsequent progress meeting. Refer to example of schedule as attached at the end of this Section.

1.4 SUBMITTAL PROCEDURES

A. Transmit each submittal with Contracting Officer accepted completed transmittal form as attached to this specification Section.

B. Sequentially number the transmittal forms. Revise submittals with original number and a sequential alphabetic suffix. Example: 26 22 00-01-00 - Low Voltage Transformers. If a resubmittal is required, the subsequent submittal number would be 262200-02-01 - Low Voltage Transformers.

C. Identify Project, Contractor, Subcontractor or Supplier; pertinent drawing and detail number, and specification Section number, as appropriate.

Installed Equipment Data Sheet

Equipment

Identifier

(Mark No.)

Equipment Use Building

Code

Floor

Code Manufacturer Fuel Type Model Number Serial Number

Capacity

Units

Capacity

Value

Refrigerant

Type

Refrigerant

Capacity (lbs.)

Years Life

Expectancy

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LDG / MMAC IWTP and Collection System Upgrade (Type B)

D. Apply Contractor's stamp, signed or initialed certifying that review, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents. If the Contractor's review has not been completed, the submittal will be returned with no action.

E. Schedule submittals to expedite the Project. Electronically deliver submittals to the FAA Project Manager, FAA Contracting Officer and the Architect/Engineer. Email address information will be provided at the preconstruction meeting. The Architect will review the submittal and forward to the Contracting Officer’s e-mail address for review.

Coordinate submission of related items.

F. For each submittal for review, allow fourteen (14 Calendar days) excluding delivery time to and from the Contractor.

G. Identify variations from Contract Documents and Product or system limitations, which may be detrimental to successful performance of the completed Work. If the Contractor is proposing a variation from the Contract Documents, this should be submitted as a Contract Modification and via the applicable specification requirements.

H. Provide space for Architect, Contractor and Contracting Officer review stamps.

I. On submittals that are categorized as "revise and resubmit", identify all changes made since previous submission.

J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with provisions.

K. Submittals not requested will not be recognized or processed.

L. Waste Management Plan in accordance with AMS Clause # 3.6.3-22. Periodic (monthly) demolition waste management/disposition inventories should be submitted.

M. Contractor required to fill out the attached Equipment Schedule Form and submitted with the close-out documentation.

1.5 FORMAT OF SUBMITTALS

A. Electronic submittals are required. Coordinate procedure with the project manager.

Submittals of entire systems shall be submitted as a complete unit with necessary appurtenances related and/or a part of the systems unit. Systems shall be defined as follows but not limited to those listed: HVAC, plumbing, and any other system which will require sub-systems for the system to work in a manner as designed in the Contract Documents.

B. Identifying Submittals: Identify submittals, except sample panel and sample installation, with the following information permanently adhered to or noted on each separate component of each submittal and noted on the transmittal form. Tab indexed Section dividers as required to separate components or Products. Mark each copy of each

SUBMITTALS 01 30 00 - 3

submittal identically, with the following:

1. Project title and location.

2. Construction contract number.

3. The Section number of the specification Section by which the submittal is required (26 22 00-01-00 - Low Voltage Transformers))

4. The name, address, and telephone number of the Subcontractor, supplier, manufacturer and any other second tier Contractor associated with the submittal.

5. Product identification and location in Project.

C. Format for Product Data:

1. Submit electronic copies which the Contract requires, one (1) copy the Contractor shall submit as a Project record documents in accordance with Section 00 17 00. Present Product data submittals for each Section as a complete submittal. Include a table of contents listing page and catalog item numbers for Product data.

2. Indicate, by prominent notation, each Product which is being submitted; indicate the specification Section number and paragraph number to which it pertains.

Identify applicable Products, models, options, and other data. Provide results of test reports specified in each specification Section. Supplement manufacturers' standard data to provide information unique to this Project.

3. Indicate Product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

4. Supplement Product data with material prepared for the Project to satisfy submittal requirements for which Product data does not exist. Identify this material as developed specifically for the Project.

5. After review distribute in accordance with the Submittal Procedures article above and provide copies for record documents described in Section 00 17 00 -

CONTRACT CLOSEOUT.

D. Format for Shop Drawings:

1. Electronic submittals are required. Coordinate procedure with the project manager. A submittal log of the required submittals will be provided to the Contractor at the preconstruction meeting.

2. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 x 42 inches. Present 8-1/2 x 11-sized shop drawings as a part of the bound volume for the submittals required by the Section. Present larger drawings in sets.

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to the information required in the paragraph entitled "Identifying Submittals." Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale.

Identify materials and Products for Work shown.

3. Shop Drawings: Submit for review. After review, produce copies and distribute in accordance with the SUBMITTAL PROCEDURES article above and for record documents purposes described in Section 0 - CONTRACT CLOSEOUT.

4. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment

SUBMITTALS 01 30 00 - 4

LDG / MMAC IWTP and Collection System Upgrade (Type B) and appliances.

E. Format of Samples:

1. Furnish samples…