ATTACHMENT 02_PLANS AND SPECIFICATIONS Vol 2 Project No. XGFG139001 dated 08 Jul 2021.pdf

PROJECT MANUAL

BUILDING 506

MEDICAL READINESS FACILITY

B-3 SUBMITTAL

115th FIGHTER WING

TRUAX FIELD

AIR NATIONAL GUARD BASE

MADISON, WISCONSIN

W9133L-16-D-0009 W912J219F6007

PROJECT No. XGFG139001

07-08-2021

VOLUME 2 OF 2

AECOM

277 WEST NATIONWIDE BLVD., 5TH FLOOR, COLUMBUS, OHIO 43215-2566

T 614-464-4500 F 614-464-0588

Medical Readiness Facility 115th Fighter Wing Truax Field - Building 506, Madison, Wisconsin

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section TOC Table of Contents

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

TABLE OF CONTENTS

VOLUME 1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 0107 - SEALS PAGE

SECTION 00 3119 - EXISTING CONDITION INFORMATION

SECTION 00 3126 - EXISTING HAZARDOUS MATERIAL INFORMATION

Attachments

Asbestos Analytical Report – Building 307 Asbestos Analytical Report – Building 311

SECTION 00 3132 - GEOTECHNICAL DATA

Attachments

Geotechnical Engineering Report Addendum to Project Geotechnical Engineering Report

SECTION 00 4323 - ALTERNATES FORM

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 1000 – SUMMARY

Attachment

Contractor's Security Briefing

SECTION 01 2300 - ALTERNATES

SECTION 01 2500 - SUBSTITUTION PROCEDURES

SECTION 01 2600 - CONTRACT MODIFICATION PROCEDURES

SECTION 01 3100 - PROJECT MANAGEMENT AND COORDINATION

SECTION 01 3200 - CONSTRUCTION PROGRESS DOCUMENTATION

SECTION 01 3233 - PHOTOGRAPHIC DOCUMENTATION

SECTION 01 3300 - SUBMITTAL PROCEDURES

Attachment

Submittal Report

SECTION 01 3329 – SUSTAINABILITY REPORTING

SECTION 01 4000 - QUALITY REQUIREMENTS

SECTION 01 4200 - REFERENCES

SECTION 01 5000 - TEMPORARY FACILITIES AND CONTROLS

SECTION 01 6000 - PRODUCT REQUIREMENTS

SECTION 01 7300 - EXECUTION

SECTION 01 7419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

Attachments Form CWM-1 Form CWM-2 Form CWM-3 Form CWM-4 Form CWM-5 Form CWM-6 Form CWM-7 Form CWM-8

SECTION 01 7700 - CLOSEOUT PROCEDURES

SECTION 01 7823 - OPERATION AND MAINTENANCE DATA

SECTION 01 7839 - PROJECT RECORD DOCUMENTS

SECTION 01 7900 - DEMONSTRATION AND TRAINING

SECTION 01 9113 - GENERAL COMMISSIONING REQUIREMENTS

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section TOC Table of Contents

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 4116 - STRUCTURE DEMOLITION

SECTION 08 8200 - ASBESTOS REMEDIATION

DIVISION 03 - CONCRETE

SECTION 03 3000 - CAST-IN-PLACE CONCRETE

SECTION 03 4100 - PRECAST STRUCTURAL CONCRETE

DIVISION 04 - MASONRY

SECTION 04 2000 - UNIT MASONRY

DIVISION 05 - METALS

SECTION 05 1200 - STRUCTURAL STEEL FRAMING

SECTION 05 2100 - STEEL JOIST FRAMING

SECTION 05 3100 - STEEL DECKING

SECTION 05 4000 - COLD-FORMED METAL FRAMING

SECTION 05 5000 - METAL FABRICATIONS

SECTION 05 5113 - METAL PAN STAIRS

SECTION 05 5213 - PIPE AND TUBE RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 06 0513 - DECORATIVE PLASTIC LAMINATE FINISHES

SECTION 06 1000 - ROUGH CARPENTRY

SECTION 06 1600 - SHEATHING

SECTION 06 4116 - PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

SECTION 06 4219 - PLASTIC-LAMINATE-FACED WOOD PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 07 1326 - SELF-ADHERING SHEET WATERPROOFING

SECTION 07 1900 - WATER REPELLENTS

SECTION 07 2100 - THERMAL INSULATION

SECTION 07 2500 - WEATHER BARRIERS

SECTION 07 2600 - VAPOR RETARDERS

SECTION 07 4113.16 - STANDING SEAM METAL ROOF PANELS

SECTION 07 4210 - METAL WALL PANEL SUPPORT

SECTION 07 4213.13 - METAL WALL PANEL

SECTION 07 4293 - SOFFIT PANELS

SECTION 07 5323 - EPDM ROOFING

SECTION 07 6200 - SHEET METAL FLASHING AND TRIM

SECTION 07 7100 - ROOF SPECIALTIES

SECTION 07 7200 - ROOF ACCESSORIES

SECTION 07 7253 - SNOW GUARDS

SECTION 07 8413 - PENETRATION FIRESTOPPING

SECTION 07 8443 - JOINT FIRESTOPPING

SECTION 07 9100 - PREFORMED JOINT SEALS

SECTION 07 9200 - JOINT SEALANTS

DIVISION 08 - OPENINGS

SECTION 08 1113 - HOLLOW METAL DOORS AND FRAMES

SECTION 08 1416 - FLUSH WOOD DOORS

SECTION 08 3113 - ACCESS DOORS AND FRAMES

SECTION 08 3323 - OVERHEAD COILING DOORS

SECTION 08 3400 - SLIDING OFFICE DOORS

SECTION 08 4113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section TOC Table of Contents

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

SECTION 08 6250 - TUBULAR DAYLIGHTING SYSTEM

SECTION 08 7100 - DOOR HARDWARE

SECTION 08 8000 - GLAZING

SECTION 08 8813 - FIRE-RESISTANT GLAZING

SECTION 08 9119 - FIXED LOUVERS

DIVISION 09 - FINISHES

SECTION 09 2116.23 - GYPSUM BOARD SHAFT WALL ASSEMBLIES

SECTION 09 2216 - NON-STRUCTURAL METAL FRAMING

SECTION 09 2900 - GYPSUM BOARD

SECTION 09 3013 - CERAMIC TILING

SECTION 09 5113 - ACOUSTICAL PANEL CEILINGS

SECTION 09 6513 - RESILIENT BASE AND ACCESSORIES

SECTION 09 6516 - RESILIENT SHEET FLOORING

SECTION 09 6519 - RESILIENT TILE FLOORING

SECTION 09 6623 - RESINOUS MATRIX TERRAZZO FLOORING

SECTION 09 6813 - TILE CARPETING

SECTION 09 9106 - FLOOR SEALER - SC1

SECTION 09 9113 - EXTERIOR PAINTING

SECTION 09 9123 - INTERIOR PAINTING

SECTION 09 9600 - HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

SECTION 10 1423.16 - ROOM IDENTIFICATION PANEL SIGNAGE

SECTION 10 2113.13 - METAL TOILET COMPARTMENTS

SECTION 10 2123 - CUBICLE CURTAINS AND TRACK

SECTION 10 2239 - FOLDING PANEL PARTITIONS

SECTION 10 2800 - TOILET AND BATH ACCESSORIES

SECTION 10 4413 - FIRE PROTECTION CABINETS

SECTION 10 4416 - FIRE EXTINGUISHERS

SECTION 10 5123 - PLASTIC-LAMINATE-CLAD LOCKERS

DIVISION 11 - EQUIPMENT

SECTION 11 2429 - FALL PROTECTION EQUIPMENT

DIVISION 12 - FURNISHINGS

SECTION 12 2413 - ROLLER WINDOW SHADES

SECTION 12 3661.16 - SOLID SURFACE MATERIALS

SECTION 12 4816 - ENTRANCE FLOOR GRILLES

DIVISION 13 - SPECIAL CONSTRUCTION

NOT APPLICABLE

DIVISION 14 - CONVEYING EQUIPMENT

SECTION 14 2123.16 - MACHINE-ROOM-LESS ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

SECTION 21 0517 - SLEEVES AND SLEEVE SEALS FOR FIRE-SUPPRESSION PIPING

SECTION 21 0523 - GENERAL-DUTY VALVES FOR FIRE PROTECTION PIPING

SECTION 21 0529 - HANGERS AND SUPPORTS FOR FIRE SUPRESSION PIPING AND EQUIPMENT

SECTION 21 0553 - IDENTIFICATION FOR FIRE-SUPPRESSION PIPING AND EQUIPMENT

SECTION 21 0800 - COMMISSIONING OF FIRE SUPPRESSION

SECTION 21 1100 - FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING

SECTION 21 1116 - FACILITY FIRE HYDRANTS

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

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Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

SECTION 21 1119 - FIRE DEPARTMENT CONNECTIONS

SECTION 21 1313 - WET-PIPE SPRINKLER SYSTEMS

VOLUME 2

DIVISION 22 - PLUMBING

SECTION 22 0501 - COMMON WORK RESULTS FOR PLUMBING

SECTION 22 0507 - EXCAVATION AND BACKFILL

SECTION 22 0513 - COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

SECTION 22 0519 - METERS AND GAUGES FOR PLUMBING PIPING

SECTION 22 0523 - GENERAL-DUTY VALVES FOR PLUMBING PIPING

SECTION 22 0529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

SECTION 22 0548 - VIBRATION CONTROLS FOR PLUMBING PIPING AND EQUIPMENT

SECTION 22 0553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

SECTION 22 0561 - PREPARATION OF PLUMBING SYSTEMS

SECTION 22 0593 - PLUMBING SYSTEMS TESTING, ADJUSTING, AND BALANCING

SECTION 22 0700 - PLUMBING INSULATION

SECTION 22 1116 - DOMESTIC WATER PIPING

SECTION 22 1316 - BUILDING SANITARY, STORM DRAINAGE, AND ACID WASTE

SECTION 22 1331 - ELEVATOR SUMP PUMP

SECTION 22 2000 - FACILITY NATURAL GAS SYSTEM

SECTION 22 3100 - DOMESTIC WATER SOFTENERS

SECTION 22 3300 - DOMESTIC GAS WATER HEATERS

SECTION 22 4000 - PLUMBING FIXTURES

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

SECTION 23 0500 - GENERAL MECHANICAL REQUIREMENTS

SECTION 23 0519 - METERS AND GAUGES FOR HVAC PIPING

SECTION 23 0523 - VALVES FOR HVAC PIPING

SECTION 23 0529 - HANGERS, SLEEVES, AND SUPPORTS

SECTION 23 0548 - VIBRATION CONTROL FOR HVAC PIPING AND EQUIPMENT

SECTION 23 0553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

SECTION 23 0593 - MECHANICAL SYSTEMS TESTING, ADJUSTING, AND BALANCING

SECTION 23 0700 - HVAC INSULATION

SECTION 23 0800 - MECHANICAL SYSTEMS COMMISSIONING REQUIREMENTS

SECTION 23 0900 - HVAC INSTRUMENTATION AND CONTROL

SECTION 23 2113 - HYDRONIC PIPING

SECTION 23 2116 - HYDRONIC SPECIALTIES

SECTION 23 2123 - HYDRONIC PUMPS

SECTION 23 2300 - REFRIGERANT PIPING

SECTION 23 2500 - HVAC WATER TREATMENT

SECTION 23 3000 - DUCTWORK AND ACCESSORIES

SECTION 23 3400 - EXHAUST AND VENTILATING FANS

SECTION 23 3616 - TERMINAL BOXES - DDC CONTROL

SECTION 23 5216 - CONDENSING BOILERS

SECTION 23 7415 - PACKAGED GAS HEATING AND ELECTRIC COOLING UNITS

SECTION 23 8126 - DUCTLESS SPLIT SYSTEM UNITS

SECTION 23 8223 - CABINET-TYPE UNIT HEATERS

SECTION 23 8224 - PROPELLER-TYPE UNIT HEATERS

SECTION 23 8236 - PERIMETER HEAT

DIVISION 25 - INTEGRATED AUTOMATION

NOT APPLICABLE

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section TOC Table of Contents

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

DIVISION 26 - ELECTRICAL

SECTION 26 0505 - BASIC ELECTRICAL REQUIREMENTS

SECTION 26 0519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

SECTION 26 0523 - CONTROL-VOLTAGE ELECTRICAL POWER CABLES

SECTION 26 0526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

SECTION 26 0529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION 26 0533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 26 0543 - UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

SECTION 26 0544 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

SECTION 26 0553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 26 0573.13 - SHORT-CIRCUIT STUDIES

SECTION 26 0573.16 - COORDINATION STUDIES

SECTION 26 0913 - ELECTRICAL POWER MONITORING AND CONTROL

SECTION 26 0923 - LIGHTING CONTROL DEVICES

SECTION 26 0936 - MODULAR DIMMING CONTROLS

SECTION 26 2213 - LOW-VOLTAGE DISTRIBUTION TRANSFORMERS

SECTION 26 2413 - SWITCHBOARDS

SECTION 26 2416 - PANELBOARDS

SECTION 26 2726 - WIRING DEVICES

SECTION 26 2816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS

SECTION 26 3323.11 - CENTRAL BATTERY EQUIPMENT FOR EMERGENCY LIGHTING

SECTION 26 3600 - TRANSFER SWITCHES

SECTION 26 4113 - LIGHTNING PROTECTION FOR STRUCTURES

SECTION 26 4313 - SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS

SECTION 26 5119 - LED INTERIOR LIGHTING

SECTION 26 5213 - EMERGENCY AND EXIT LIGHTING

SECTION 26 5619 - LED EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

SECTION 27 0526 - GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

SECTION 27 0528 - PATHWAYS FOR COMMUNICATIONS SYSTEMS

SECTION 27 0529 - HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS

SECTION 27 0536 - CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

SECTION 27 0543 - UNDERGROUND PATHWAYS AND STRUCTURES FOR COMMUNICATION SYSTEMS

SECTION 27 0544 - SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS PATHWAYS AND CABLING

SECTION 27 0553 - IDENTIFICATION FOR COMMUNICATIONS SYSTEMS

SECTION 27 1100 - COMMUNICATIONS EQUIPMENT ROOM FITTINGS

SECTION 27 1116 - COMMUNICATIONS RACKS, FRAMES, AND ENCLOSURES

SECTION 27 1313 - COMMUNICATIONS COPPER BACKBONE CABLING

SECTION 27 1323 - COMMUNICATIONS OPTICAL FIBER BACKBONE CABLING

SECTION 27 1333 - COMMUNICATIONS COAXIAL BACKBONE CABLING

SECTION 27 1513 - COMMUNICATIONS COPPER HORIZONTAL CABLING

SECTION 27 1523 - COMMUNICATIONS OPTICAL FIBER HORIZONTAL CABLING

SECTION 27 1533 - COMMUNICATIONS COAXIAL HORIZONTAL CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

SECTION 28 1300 - ACCESS CONTROL SOFTWARE AND DATABASE MANAGEMENT

SECTION 28 1500 - ACCESS CONTROL HARDWARE DEVICES

SECTION 28 2000 - VIDEO SURVEILLANCE

SECTION 28 3100 - INTRUSION DETECTION

SECTION 28 4621.11 - ADDRESSABLE FIRE-ALARM/VOICE EVAC-MASS NOTIFICATION SYSTEMS

SECTION 28 4700 - MASS NOTIFICATION SYSTEMS

DIVISION 31 - EARTHWORK

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section TOC Table of Contents

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

SECTION 31 2000 - EARTH MOVING

SECTION 31 6613 - AGGREGATE PIERS

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 1443 - POROUS UNIT PAVING

DIVISIONS 33 - 48

NOT APPLICABLE

END OF TABLE OF CONTENTS

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0501

COMMON WORK RESULTS FOR PLUMBING

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

SECTION 22 0501

COMMON WORK RESULTS FOR PLUMBING

PART 1 - GENERAL

1.01 REFERENCE

A. All applicable requirements of other portions of the Contract Documents apply to the work of this Section including, but not limited to, Division 01 General Requirements.

1.02 ALTERNATES

A. Within the forms of their bid proposals, contractors shall state the total (labor and material) amount, (with markups), to be added to or deducted from the base bid amount for each of the alternates indicated herein or within the Bid Form or Instructions to Bidders, that the Government may or may not decide to accept.

1.03 UNIT PRICES

A. Within the forms of their bid proposals, contractors shall state the total labor and material unit price (with markups) for each of the unit scope-of-work items that might be added or deducted on a unit-by-unit basis during the construction period of the project, that takes place before final inspection or date of acceptance review. See Bid Form or Instructions to Bidders as relates to these unit cost items.

1. Indicate all unit costs, including controls, wiring and interlocks, as outlined and referenced within the bid form or Instruction to Bidders.

1.04 GUARANTEE

A. In entering into a contract covering this work, the Contractor accepts the Specifications and Drawings and guarantees that the work will be carried out in accordance with the requirements of the Specifications and Drawings or such authorized modifications as may be made in the Contract Documents. Contractor further guarantees that the workmanship and material will be first class and that only experienced workers, familiar with each particular class of work, will be employed. Contractor further guarantees to replace and make good at his own expense any defects due to faulty workmanship or material which may develop within one (1) year after final payment and acceptance by the Government, upon receipt of written notification of defect from the Government.

1.05 QUALITY ASSURANCE

A. Regulations and Standards: All equipment, apparatus, and systems are to be fabricated and installed in complete accordance with fire and insurance rules and regulations, the Life Safety Code, and the latest edition or revision of the following applicable regulations, standards, and codes:

1. AIA American Institute of Architects

2. ASME American Society of Mechanical Engineers

3. ASTM American Society for Testing and Materials

4. NFPA National Fire Protection Association

5. NEC National Electric Code

6. OSHA Occupational Safety and Health Administration

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0501

COMMON WORK RESULTS FOR PLUMBING

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

7. UL Underwriter's Laboratories, Inc.

8. MCAA Mechanical Contractors Association of America, Inc.

9. ANSI American National Standard Institute

10. MSSV Manufacturer's Standardization Society of the Valve and Fitting Industry

11. AWWA American Water Works Association

12. AGA American Natural Gas Association

13. PDI Plumbing and Drainage Institute

14. NACE National Association of Corrosion Engineers

15. State and Local Inspection Authorities

16. Division 01 Sections “Regulatory Requirements: and “Reference Standards” of the Project

Specifications

17. References on the Drawings or in the Specifications to "code" or "building code" not otherwise identified shall mean the specific codes applicable to this Project location, together with all additions, amendments, changes, and interpretations adopted by code authorities having jurisdiction over this Project.

18. The applicable edition of all codes shall be that adopted at the time of issuance of permits by the authorities having jurisdiction and shall include all modifications and additions adopted by that jurisdiction.

19. Give all required notices so as to comply with, and meet, all inspections required by Federal, State, and Local authorities.

20. It is not the intent herewith to modify, reduce, or change any rules, standards, regulations, or requirements that are applicable under local, state and federal codes, ordinances, or regulations of the various authorities having jurisdiction. Where the standards differ among the various authorities, the most restrictive shall apply. Where the requirements shown on the Drawings or called for in the Specifications exceed code requirements, these Drawings and Specifications shall take precedence. Where the requirements within the specifications of this division of work and the Drawings conflict with the referenced Divisions, Sections, and other documents, the documents having the most restrictive and the higher cost requirements shall apply.

1.06 JOB CONDITIONS AND COORDINATION

A. Local Conditions

1. Each Trade Contractor is to inform himself of the conditions under which the work is to be performed, the site of the work, the structure of the ground, the obstacles that may be encountered, the availability and location of necessary facilities and all relevant matters concerning the work to be done.

2. Contractors shall coordinate and review indicated utility data with the local utility companies.

B. Present Job Site Inspection

1. Each contractor shall schedule through the Construction Manager a visit to the present site proposed for the work before presenting a Bid and shall make a careful inspection of the existing conditions.

2. During the site visit, each Trade Contractor is to investigate for any existing conditions and responsibilities which are not clearly defined by the Drawings and Specifications. If any such conditions exist, he shall bring them to the attention of the Government in writing. The Government will then make the required written clarification. The absence of questions before the opening of bids shall indicate a clear understanding of the scope of work and the Contractor's responsibility.

C. Concrete Housekeeping Pads and Supporting Foundations

1. Unless otherwise specified or noted on the Drawings, the Contractor or Subcontractor whose equipment the concrete pad or foundation services is to locate, size, and pay the Concrete Contractor to provide concrete pads and foundations as indicated on the Drawings for all of their equipment.

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0501

COMMON WORK RESULTS FOR PLUMBING

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

2. Concrete pads as may be indicated are based upon the design and layout-based manufacturer and model of equipment and devices as specified or as scheduled or noted on the Drawings.

3. The individual Trade Contractor furnishing the equipment or devices is to verify and coordinate all concrete pad sizes so as to have same of proper size to serve the equipment or device supplied and verify the position of all anchor bolts.

4. Any additional cost for larger than indicated pad or foundation sizes to fit the approved manufacturer and model of the equipment or devices is to be borne by the Trade Contractor who supplies such equipment or devices.

D. Permits and Fees: This Contractor is to obtain all permits and pay all fees required for the work under Division 22 of the Work.

E. Royalties and Patents

1. The Trade Contractor is to pay all royalties and license fees. He shall defend, indemnify, and hold the Government and A/E harmless from any and all suits, demands or claims for infringement of any patent rights.

2. The review by Government of any method of construction, invention, appliance, process, article, device or material of any kind is to be for adequacy of work and is not to be construed as an approval of the use thereof by the Contractor in violation of any patent or other rights of any third person.

F. Wiring and Conduit Requirements: In general, most wiring and conduit requirements are addressed, either upon the Drawings as a part of a packaged equipment assembly specifications, or within Divisions 26, 27 and 28 of the Specifications. However, should an equipment component, panel, or system device need additional wiring and conduit so as to be complete, approved and fully operational, the Contractor who supplied the equipment component, panel or system device shall be responsible for the required wiring and conduit as well as circuit disconnect and protection for same when it is not otherwise covered by the Project Drawings and Specifications.

G. Coordination: Coordinate the exact location of this work with the work of other trades prior to fabrication or installation of same. Verify all dimensions and elevations. Provide additional offsets and sections of material as may be required to meet the applicable job condition requirements.

Coordinate with and review all related construction Drawings and Shop Drawings of all equipment suppliers prior to start of work.

1.07 SPECIFICATIONS AND DRAWINGS

A. These specifications and Drawings are intended to describe and provide for a complete and finished project. They are intended to be complementary. All items of work called for by either shall be as binding as if called for by both. The work described shall be complete in every detail, notwithstanding the fact that every item necessarily involved is not particularly mentioned or shown.

1. If the Bidder, Supplier or Contractor sees anything to question, it must be brought to the attention of the Government immediately.

B. Minor Deviations: The Drawings accompanying these Specifications indicate the general design and arrangement of equipment, apparatus, fixtures, accessories and piping necessary to complete the installation of the system. The exact location or arrangement of the apparatus and equipment, unless otherwise dimensioned, is subject to minor changes necessitated by field conditions and shall be required without additional cost to the Government. Measurements shall be verified through actual observation at the construction site. Each Trade Contractor shall be responsible for fitting all of his work into place in a satisfactory and workmanlike manner, to the approval of the Government.

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0501

COMMON WORK RESULTS FOR PLUMBING

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

C. Provide all labor and materials necessary for the completion of the work described. Referenced codes and industry standards and methods shall apply when no other specifics are indicated. Bring questions relating to this paragraph to the attention of the Government for resolution prior to the receipt of Bids.

D. All Work indicated on Drawings, diagrams, or details in part only are to continue throughout unless distinctly marked otherwise. The same applies to other parts of the project where merely a typical reference plan, diagram, or section of the drawing is complete. The balance is intended to be the same as the typical plan, section, or diagram as shown and is to be figured accordingly.

E. The specifications are divided into trades and divisions only for the distinct purpose of facilitating the work. However, the Trade Contractor will become responsible for furnishing all labor and materials necessary to complete the project as contemplated by the Drawings and Specifications. Any item mentioned under any heading of the Specifications must be supplied even though it is not called for again under the heading for the respective work.

F. Should discrepancies occur within the Contract Documents, the more stringent and more costly approach shall apply for bidding purposes. The Contractor is to notify the Government of discrepancies for clarification. Clarifications issued after the Contract is awarded shall be incorporated by the Contractor at no additional costs and shall be reviewed by the Government to determine if a reduction in cost is justified.

1.08 TRADE CONTRACTORS, SUBCONTRACTORS AND SUPPLIERS

A. The Trade Contractor is any person or organization who contracts to perform work for the Project.

Wherever the word "Contractor" is used on the Drawings or in the Specifications, it shall be construed to mean the Trade Contractor applicable to the Title Division of these specifications.

B. A Sub-Contractor is a person or organization who has a direct contract with a Trade Contractor to perform any of the Work at the site and includes all who furnish material worked to a special design in accordance with the Drawings and Specifications, but excludes suppliers or persons furnishing material not specially designed. Wherever the term "Sub-Contractor" is encountered in the Contract Documents, it shall mean the Sub-Contractor and/or his Sub-Sub-Contractors and/or his Material Suppliers.

C. A Sub-Sub-Contractor is a person or organization who has a direct or indirect contract with a Sub-Contractor to perform any of the Work at the project site or for the subject project.

D. A Material Supplier is a person or organization who has a direct contract with a Trade Contractor to furnish material not specially designed.

E. It shall be the responsibility of each Trade Contractor to be fully familiar with various local trade jurisdictional requirements and to engage the services of any other Sub-Contractors as may be required within the various trades to complete all of the work as indicated upon the Drawings and within the Specifications under his respective division or section. Only Trade Sub-Contractors with established knowledge and skills of their specific trade shall be used, so that all work is performed in a complete, finished, and professional manner.

F. Whenever any provisions of the Specifications conflict with any agreements or regulations in force among members of any Trade Associations, Unions, or Councils which regulate or distinguish what work shall or shall not be included in the work of any particular trade, the Trade Contractor shall make all necessary efforts to reconcile any such conflict without delay, damage or cost to the Government.

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0501

COMMON WORK RESULTS FOR PLUMBING

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

G. If the progress of the work is affected by any undue delay in furnishing or installing any items of material or equipment required under the contract because of a conflict involving any such agreement or regulation, the Government may require that other material or equipment of equal kind and quality be provided at no additional cost to the Government.

H. Any Trade Contractor, subcontractor, or material supplier not normally employing union labor shall make all provisions necessary to avoid any resulting disputes with labor unions and shall be responsible for any delays, damages or extra cost caused by employment of such non-union labor, except as otherwise governable by state or federal rules and regulations.

I. Each Trade Contractor shall pay for all applicable Federal, State and local taxes on all materials, labor or services furnished by him, and all taxes arising out of his operations under the Contract Documents which may be imposed upon or collectable from the Government or become a lien against his property.

Such taxes shall include, but not be limited to, Occupational, Sales, Use, Excise, Social Security and Unemployment Taxes, customs duties, and all income taxes and other taxes now in force or enacted prior to final acceptance of the work. The Trade Contractor shall assume all liability for the payment of and shall pay any unemployment benefits payable under any Federal or State law to individuals employed by him during the progress of the work covered by the Contract.

J. It is the responsibility of each Trade Contractor to coordinate the various related equipment requirements between his subcontractors, suppliers, and other trade contractors, and to also follow the approved manufacturer's installation instructions.

1.09 OPERATIONAL AND MAINTENANCE INSTRUCTIONS

A. All operational and maintenance instructions that are provided to various Government-selected members of the facility engineering and/or maintenance staff are, at the same time presented, to be fully videotaped by the Contractor so that all such sessions can be later reviewed by the Government's staff on a retraining basis as needed. All such videotapes are to become the property of the Government at the end of each applicable training period, with one copy of each also being supplied to the A/E for the A/E project files.

PART 2 - PRODUCTS

2.01 MANUFACTURERS/PRODUCTS/SUBMITTALS

A. Under the Base Bid, no other manufacturers except those indicated on the Drawings or those listed within the Sections of this Division, that are, in turn, able to comply with the contract document requirements and minimum standards of these specifications, will be acceptable. In addition to specific required "Alternates," proposed substitutions that may or may not be acceptable to the Government may be submitted by the Contractor only at the time of initial base bid submittal.

B. Although design-based models of various manufacturers may be indicated within the various schedules, it is the responsibility of the various equipment manufacturers to verify the model selections so that all items of equipment comply with the minimum standards of performance that are indicated within the schedules, as well as the requirements within various sections of the specifications under which the equipment is also specified.

C. All submittals shall conform completely to the requirements of the Contract Documents, including all requirements set forth in Division 01 Section “Submittals”.

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

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Section 22 0501

COMMON WORK RESULTS FOR PLUMBING

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

D. Shop Drawings are to be submitted on each item of specified or scheduled equipment, valves, specialties, insulation, fixtures, drains, controls and related accessories. All control submittals must include a typed sequence of control for each system.

2.02 ACCESS DOORS AND PANELS

A. Unless otherwise indicated, each Trade Contractor is to locate and furnish all access doors required for non-accessible surfaces (such as ceilings, walls, chases, and similar locations), so that all valves and similar items are easily accessible for operation, inspection and maintenance. Access doors for ceiling, walls, chases, etc. are to be installed by the General Contractor. The Trade Contractor is to bear the costs of the installation of the access doors.

B. See Section 08 3113 for access door types and specifications. Minimum size to be 12 inch x 12 inch, or as indicated or required to allow inspection of items served.

2.03 SLEEVES

A. Each Contractor is to provide properly sized, secured and firestopped sleeves for all of their piping systems at all penetrations of walls, foundations, partitions, floors and roofs throughout the entire facility.

PART 3 - EXECUTION

3.01 GENERAL

A. Provide all materials, labor, equipment, and services necessary for a complete and operable installation as specified and shown on the Drawings. The word "Provide" shall mean "Furnish and install."

B. Provide new material and equipment in strict accordance with these Specifications and the Project Drawings.

C. At all times, take such precautions as are necessary to protect materials from damage. Close all pipe openings to prevent obstructions and contamination.

3.02 CUTTING AND PATCHING IN BUILDINGS

A. Each Contractor is responsible for all costs associated with the necessary cutting and patching as required for the installation of his work, unless otherwise indicated.

B. Patching is to be performed by the trade proper for each material to be patched. Patching shall leave premises and finishes in a complete and neat condition comparable to the original. Painting of patched surfaces to be by the painting sub-contractor of the General Contractor, unless otherwise specifically indicated or the plumbing/fire protection contractor is the prime contractor for the project. Maintain the fire integrity of all walls, floors, ceilings, and partitions.

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0501

COMMON WORK RESULTS FOR PLUMBING

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

3.03 PROTECTION

A. Protect equipment and trim against damage and injury due to building materials, acid, tools, equipment and any causes incidental to construction. Cover the finished surface of each piece of equipment with building paper or similar protection. Replace all equipment damaged by any cause and any trim with marred or scratched finish at no cost to the Government, upon receipt of written notification from the Government.

B. Where materials to be installed are being stored at or near the project during construction, arrange such materials so as to minimize the possibility of contamination, corrosion and damage. Keep ends of pipe, equipment, and specialties properly closed during construction and installation to avoid the possibility of miscellaneous materials being placed in the openings.

3.04 PAINTING

A. See Division 09 Section “Interior Painting”.

3.05 ADJUST AND CLEAN

A. Inspect all equipment and put in satisfactory working order.

1. Clean all exposed and concealed items.

2. Clean floor drains, cleanouts, and plumbing fixtures.

3. Clean specialties such as traps and strainers and all equipment surfaces such as pumps, motors, etc.

4. Clean all covers.

5. Clean exposed piping.

6. Adjust pumps, balancing valves, and metering faucets for proper flow rates.

7. Adjust water heaters and thermostatic mixing valves for required temperatures.

END OF SECTION

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0507

EXCAVATION AND BACKFILL

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

SECTION 22 0507

EXCAVATION AND BACKFILL

PART 1 - GENERAL

1.01 REFERENCE

A. All applicable requirements of other portions of the Contract Documents apply to the work of this Section including, but not limited to, Division 01 General Requirements.

1.02 DESCRIPTION OF WORK

A. Each Trade Contractor is to provide all excavating, trenching, sheeting, bracing, pumping, and backfilling as required for the installation of his work.

1.03 QUALITY ASSURANCE

A. Testing

1. All testing is to be done by an independent testing laboratory employed by this Contractor and approved by the Government.

2. Conduct up to 10 tests per Trade per 40,000 gross square foot of compacted surface serving each Trade’s specific area of work to determine the compaction density of backfill.

PART 2 - PRODUCTS

2.01 SOIL MATERIALS

A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations.

B. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch (37.5-mm) sieve and not more than 12 percent passing a No. 200 (0.075-mm) sieve.

C. Base Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 95 percent passing a 1-1/2-inch (37.5-mm) sieve and not more than 8 percent passing a No. 200 (0.075-mm) sieve.

D. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch (37.5-mm) sieve and not more than 12 percent passing a No. 200 (0.075-mm) sieve.

E. Bedding Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; except with 100 percent passing a 1-inch (25-mm) sieve and not more than 8 percent passing a No. 200 (0.075-mm) sieve.

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0507

EXCAVATION AND BACKFILL

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

F. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel;

ASTM D 448; coarse-aggregate grading Size 57; with 100 percent passing a 1-1/2-inch (37.5-mm) sieve and 0 to 5 percent passing a No. 8 (2.36-mm) sieve.

G. Filter Material: Narrowly graded mixture of natural or crushed gravel, or crushed stone and natural sand; ASTM D 448; coarse-aggregate grading Size 67; with 100 percent passing a 1-inch (25-mm) sieve and 0 to 5 percent passing a No. 4 (4.75-mm) sieve.

H. Sand: ASTM C 33; fine aggregate, natural, or manufactured sand.

I. Impervious Fill: Clayey gravel and sand mixture capable of compacting to a dense state.

2.02 ACCESSORIES

A. Detectable Warning Tape: Acid- and alkali-resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, a minimum of 6 inches (150 mm) wide and 4 mils (0.1

mm) thick, continuously inscribed with a description of the utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 30 inches (750 mm) deep; colored as follows:

1. Yellow: Gas, oil, and dangerous materials.

2. Blue: Water systems.

3. Green: Sewer systems.

PART 3 - EXECUTION

3.01 GENERAL PROTECTION

A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations.

B. Provide protective insulating materials to protect subgrades and foundation soils against freezing temperatures or frost.

3.02 DEWATERING

A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area.

B. Protect subgrades from softening, undermining, washout, and damage by rain or water accumulation.

1. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate in excavations. Do not use excavated trenches as temporary drainage ditches.

2. Install a dewatering system to keep subgrades dry and convey ground water away from excavations. Maintain until dewatering is no longer required.

3.03 EXPLOSIVES

A. Explosives: Do not use explosives.

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0507

EXCAVATION AND BACKFILL

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

3.04 EXCAVATION, GENERAL

A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered. Unclassified excavated materials may include rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions.

1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials.

2. Remove rock to lines and grades indicated to permit installation of permanent construction.

B. Classified Excavation: Excavate to subgrade elevations. Material to be excavated will be classified as earth and rock. Do not excavate rock until it has been classified and cross sectioned by Government. The Contract Sum will be adjusted for rock excavation according to unit prices included in the Contract Documents. Changes in the Contract time may be authorized for rock excavation.

1. Earth excavation includes excavating pavements and obstructions visible on surface;

underground structures, utilities, and other items indicated to be removed; together with soil, boulders, and other materials not classified as rock or unauthorized excavation.

a. Intermittent drilling; blasting, if permitted; ram hammering; or ripping of material not classified as rock excavation is earth excavation.

2. Rock excavation includes removal and disposal of rock. Remove rock to lines and subgrade elevations indicated to permit installation of permanent construction.

3.05 EXCAVATION FOR UTILITY TRENCHES

A. Excavate trenches to indicated gradients, lines, depths, and elevations.

1. Beyond building perimeter, excavate trenches to allow installation of top of pipe below frost line.

B. Excavate trenches to uniform widths to provide the following clearance on each side of pipe. Excavate trench walls vertically from trench bottom to 12 inches (300 mm) higher than top of pipe or conduit, unless otherwise indicated.

1. Clearance: 12 inches (300 mm) each side of pipe or conduit.

C. Trench Bottoms: Excavate trenches 4 inches (100 mm) deeper than bottom of pipe elevation to allow for bedding course. Hand excavate for bell of pipe.

1. Excavate trenches 6 inches (150 mm) deeper than elevation required in rock or other unyielding bearing material to allow for bedding course.

3.06 UNAUTHORIZED EXCAVATION

A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill, with 28-day compressive strength of 2500 psi (17.2 MPa), may be used when approved by Architect.

1. Fill unauthorized excavations under other construction or utility pipe as directed by Government.

3.07 STORAGE OF SOIL MATERIALS

A. Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.

1. Stockpile soil materials away from edge of excavations. Do not store within drip line of remaining trees.

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0507

EXCAVATION AND BACKFILL

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

3.08 BACKFILL

A. Place and compact backfill in excavations promptly, but not before completing the following:

1. Construction below finish grade including, where applicable, subdrainage, dampproofing, waterproofing, and perimeter insulation.

2. Surveying locations of underground utilities for Record Documents.

3. Testing and inspecting underground utilities.

4. Removing concrete formwork.

5. Removing trash and debris.

6. Removing temporary shoring and bracing, and sheeting.

7. Installing permanent or temporary horizontal bracing on horizontally supported walls.

B. Place backfill on subgrades free of mud, frost, snow, or ice.

3.09 UTILITY TRENCH BACKFILL

A. Place backfill on subgrades free of mud, frost, snow, or ice.

B. Place and compact bedding course on trench bottoms and where indicated. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits.

C. Backfill trenches excavated under footings and within 18 inches (450 mm) of bottom of footings with satisfactory soil; fill with concrete to elevation of bottom of footings.

D. Provide 4-inch- (100-mm-)thick, concrete-base slab support for piping or conduit less than 30 inches (750 mm) below surface of roadways. After installing and testing, completely encase piping in a minimum of 4 inches (100 mm) of concrete before backfilling or placing roadway subbase.

E. Place and compact initial backfill of satisfactory soil, free of particles larger than 1 inch (25 mm) in any dimension, to a height of 12 inches (300 mm) over the utility pipe.

1. Carefully compact initial backfill under pipe haunches and compact evenly up on both sides and along the full length of utility piping or conduit to avoid damage or displacement of piping or conduit. Coordinate backfilling with utilities testing.

F. Backfill voids with satisfactory soil while installing and removing shoring and bracing.

G. Place and compact final backfill of satisfactory soil to final subgrade elevation.

H. Install warning tape directly above utilities, 12 inches (300 mm) below finished grade, except 6 inches (150 mm) below subgrade under pavements and slabs.

3.10 SOIL FILL

A. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material.

B. Place and compact fill material in layers to required elevations as follows:

1. Under steps and ramps, use engineered fill.

2. Under building slabs, use engineered fill.

3. Under footings and foundations, use engineered fill.

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0507

EXCAVATION AND BACKFILL

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

C. Place soil fill on subgrades free of mud, frost, snow, or ice.

3.11 SOIL MOISTURE CONTROL

A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before compaction to within 2 percent of optimum moisture content.

1. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain frost or ice.

2. Remove and replace, or scarify and air dry otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight.

3.12 COMPACTION OF SOIL BACKFILLS AND FILLS

A. Place backfill and fill soil materials in layers not more than 8 inches (200 mm) loose depth for material compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand-operated tampers.

B. Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure.

C. Compact soil materials to not less than the following percentages of maximum dry unit weight according to ASTM D 698:

1. Under structures, building slabs, steps, and pavements, scarify and recompact top 12 inches (300

mm) of existing subgrade and each layer of backfill or fill soil material at 95 percent.

2. For utility trenches, compact each layer of initial and final backfill soil material at 85 percent.

3.13 GRADING

A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated.

1. Provide a smooth transition between adjacent existing grades and new grades.

2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances.

B. Grading inside Building Lines: Finish subgrade to a tolerance of 1/2 inch (13 mm) when tested with a 10-foot (3-m) straightedge.

3.14 PROTECTION

A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris.

B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions.

1. Scarify or remove and replace soil material to depth as directed by Government; reshape and recompact.

C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing.

1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible.

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0507

EXCAVATION AND BACKFILL

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

3.15 DISPOSAL OF SURPLUS AND WASTE MATERIALS

A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Government's property.

Contract No. W9133L-16-D-0009 Delivery Order No. W912J2-19-F-6007

AECOM No. 60613250

B-3 Submittal

Section 22 0513

COMMON MOTOR REQUIREMENTS FOR

PLUMBING EQUIPMENT

Project No. XGFG139001

MEDICAL READINESS FACILITY

July 8, 2021

SECTION 22 0513

COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

PART 1 - GENERAL

1.01 REFERENCE

A. All applicable requirements of other portions of the Contract Documents apply to the work of this Section including, but not limited to, Division 01 General Requirements.

PART 2 - PRODUCTS

2.01 EQUIPMENT MOTORS

A. Motors shall be of sufficient size for the duty to be performed and shall not exceed the motor's full-rated load when the driven equipment is operating at specified capacity under the most severe conditions likely to be encountered. Motors shall be established, U.S.-manufactured industry standard types for the service intended, having normal starting torque and low starting current characteristics, unless other characteristics are specified. When electrically driven equipment is furnished which materially differs from the contemplated design, the Contractor supplying the driving equipment shall pay for and make necessary the adjustments to the wiring, disconnect devices and branch-circuit protection to accommodate the equipment actually installed. Motors and equipment shall meet NEMA MG1, and State and Local Energy Code minimum COP requirements. Provide suitable overload protection for each motor.

B. Unless otherwise specified or noted on the Drawings, motors shall be suitable for the service intended, shall be of latest industry standards of design for maximum energy efficiency, and shall be continuous-duty-type, as follows:

1. Motors less than 1/2 HP shall normally be 120-volt, 1-phase, 60-HZ.

C. Coordinate and verify voltage and phase required with Electrical Drawings, as well as equipment scheduled data.

D. It shall be the responsibility of this contractor to coordinate and verify the applicable phase and voltage requirements with the electrical contractor before submittal of Shop Drawings.

2.02 MOTOR CONTROLLERS AND DISCONNECTS

A. Except as otherwise specified in each…