Attachment_Specifications_897CM3024_LNC Maintenance Bldg.pdf

VA OFFICE OF DESIGN AND CONSTRUCTION

VA PROJECT 897CM3024

PROJECT MANUAL (SPECIFICATIONS) for project:

Maintenance Building at

Leavenworth National Cemetery

Project Location: Leavenworth, KS

Bid Set

June 9, 2025

CLIENT: ARCHITECT/ENGINEER:

Department of Veteran Affairs Anderson Engineering of MN, LLC

National Cemetery Administration 13605 1st Avenue North, Suite 100

Contracting Services Plymouth, MN 55441

18434 Joplin Road

Triangle, VA 22172 Project Manager: Joe Lucht

Contracting Officer: Shane Hilts

Project Manager: Brian Ballweg

Architect

Civil Engineer

Electrical Engineer

Mechanical Engineer

Structural Engineer

Communications Distribution Designer

Leavenworth National Cemetery VA Project 897CM3024

Maintenance Building Bid Documents

Leavenworth, KS 66048

TABLE OF CONTENTS

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

NCA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

DIVISION 00 - SPECIAL SECTIONS DATE

00 01 15 List of Drawing Sheets 05-10

DIVISION 01 - GENERAL REQUIREMENTS

01 00 02 General Requirements (Minor NCA Projects) 10-23

01 32 16.13 Network Analysis Schedules (NCA) 10-23

01 33 23 Shop Drawings, Product Data, and Samples 10-23

01 42 19 Reference Standards 10-23

01 45 29 Testing Laboratory Services 10-23

01 57 19 Temporary Environmental Controls 10-23

01 74 19 Construction Waste Management 10-23

01 81 13 Sustainable Construction Requirements 10-23

01 91 00 General Commissioning Requirements 10-23

DIVISION 02 – EXISTING CONDITIONS

02 21 00 Site Surveys 10-23

02 41 10 Demolition and Site Clearing 10-23

02 83 33.13 Lead-Based Paint Removal and Disposal 10-23

DIVISION 03 – CONCRETE

03 30 53 (Short-Form) Cast-in-Place Concrete 10-23

DIVISION 04 – MASONRY

04 05 13 Masonry Mortaring 10-23

04 05 16 Masonry Grouting 10-23

04 20 00 Unit Masonry 10-23

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 10-23

05 31 00 Steel Decking 10-23

05 40 00 Cold-Formed Metal Framing 10-23

05 50 00 Metal Fabrications 08-18

DIVISION 06 – WOOD,PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 10-23

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

Leavenworth, KS 66048

TABLE OF CONTENTS

00 01 10-2

07 13 00 Sheet Waterproofing 10-23

07 13 52 Modified Bituminous Sheet Waterproofing 10-23

07 21 13 Thermal Insulation 10-23

07 22 00 Roof and Deck Insulation 10-23

07 27 26 Fluid-Applied Membrane Air Barriers, Vapor Permeable 01-21

07 40 00 Siding Panels 10-23

07 41 13 Standing Seam Metal Roofing 10-23

07 60 00 Flashing and Sheet Metal 10-23

07 71 00 Roof Specialties 10-23

07 84 00 Firestopping 10-23

07 92 00 Joint Sealants 10-23

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 10-23

08 31 13 Access Doors and Frames 10-23

08 33 00 Coiling Doors 10-23

08 41 13 Aluminum-Framed Entrances and Storefronts 10-23

08 71 00 Door Hardware 10-23

08 80 00 Glazing 10-23

08 90 00 Louvers and Vents 10-23

DIVISION 09 – FINISHES

09 05 16 Subsurface Preparation for Floor Finishes 01-21

09 22 16 Non-Structural Metal Framing 10-23

09 29 00 Gypsum Board 10-23

09 30 00 Specialty Moldings and Trims

09 30 13 Tiling 10-23

09 51 00 Acoustical Ceilings 10-23

09 65 13 Resilient Base and Accessories 10-23

09 65 19 Resilient Tile Flooring 10-23

09 65 36.13 Static-Dissipative Resilient Flooring

09 67 23 Resinous Flooring 10-23

09 72 16 Vinyl-Coated Fabric Wall Coverings 01-21

09 91 00 Painting 10-23

09 96 00 High-Performance Coatings

DIVISION 10 – SPECIALTIES

10 14 00 Exterior Signage 10-23

10 14 05 Interior Signage 10-23

10 21 13 Toilet Compartments 10-23

10 28 00 Toilet and Bath Accessories 10-23

10 44 13 Fire Extinguisher Cabinets 10-23

10 51 13 Metal Lockers 10-23

10 51 13.13 High-Density Polyethylene (HDPE) Storage Cubbies 06-25

10 56 13 Steel Shelving 10-23

DIVISION 11 - EQUIPMENT

10-23

11 11 14 Motor Vehicle Lifts 10-23

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TABLE OF CONTENTS

00 01 10-3

11 11 16 Vehicle Service Equipment 10-23

11 11 26 Vehicle Washing Equipment 10-23

11 83 02 Geodata 10-23

DIVISION 12 – FURNISHINGS

12 24 00 Window Shades 10-23

12 32 00 Manufactured Wood Casework 10-23

12 36 00 Countertops

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 Metal Building Systems 06-14

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 11-16

22 05 12 General Motor Requirements for Plumbing Equipment 11-16

22 05 19 Meters and Gages for Plumbing Piping 11-16

22 05 23 General-Duty Valves for Plumbing Piping 11-16

22 07 11 Plumbing Insulation 09-19

22 08 00 Commissioning of Plumbing Systems 12-15

22 11 00 Facility Water Distribution 11-16

22 11 23 Domestic Water Pumps 11-16

22 13 00 Facility Sanitary and Vent Piping 11-16

22 13 23 Sanitary Waste Interceptors 11-16

22 14 00 Facility Storm Drainage 11-16

22 15 00 General Service Compressed-Air Systems 11-16

22 34 00 Fuel-Fired Domestic Water Heaters 11-16

22 40 00 Plumbing Fixtures 11-16

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 11-16

23 05 12 General Motor Requirements for HVAC Equipment 11-16

23 05 93 Testing, Adjusting, and Balancing for HVAC 11-16

23 07 11 HVAC Insulation 11-16

23 08 00 Commissioning of HVAC Systems 12-15

23 09 23 Direct-Digital Control System for HVAC 11-16

23 11 23 Facility Natural-Gas Piping 11-16

23 13 23 Concrete Above Ground Fuel Storage

23 23 00 Refrigerant Piping 11-16

23 31 00 HVAC Ducts and Casings 11-16

23 34 00 HVAC Fans 11-16

23 36 00 Air Terminal Units 11-16

23 37 00 Air Outlets and Inlets 11-16

23 55 23 Gas-Fired Radiant Heaters 11-16

23 55 33 Fuel-Fired Unit Heaters 11-16

23 81 43 Air-Source Unitary Heat Pumps 11-16

DIVISION 25 – INTEGRATED AUTOMATION

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TABLE OF CONTENTS

00 01 10-4

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 04-23

26 05 13 Medium Voltage Cables 11-22

26 05 19 Low-Voltage Electrical Power Conductors and Cables 04-23

26 05 26 Grounding and Bonding for Electrical Systems 04-23

26 05 33 Raceway and Boxes for Electrical Systems 04-23

26 05 41 Underground Electrical Construction 04-23

26 05 73 Overcurrent Protective Device Coordination Study 04-23

26 08 00 Commissioning of Electrical Systems 04-23

26 09 23 Lighting Controls 11-22

26 12 19 Pad-Mounted, Liquid Filled, Medium-Voltage

Transformers

11-22

26 13 16 Medium Voltage Fusible Interrupter Switches 11-22

26 24 13 Distribution Switchboards 04-23

26 24 16 Panelboards 04-23

26 27 26 Wiring Devices 04-23

26 29 11 Motor Controllers 04-23

26 29 21 Enclosed Switches and Circuit Breakers 04-23

26 36 00 Transfer Switches 04-23

26 41 00 Facility Lightning Protection 04-23

26 43 13 Surge Protection Devices 11-22

26 51 00 Interior Lighting 04-23

26 56 00 Exterior Lighting 04-23

DIVISION 27 – COMMUNICATIONS

27 05 26 Grounding and Bonding for Communications Systems 12-22

27 05 33 Conduits and Backboxes for Communications Systems 12-22

27 05 53 Identification for Communications Systems 12-22

27 10 00 Structured Cabling 12-22

27 11 16 Communications Cabinets, Racks, Frames, and Enclosures 12-22

27 11 19 Communications Termination Blocks and Patch Panels 12-22

27 11 26 Communications Rack Mounted Power Protection and Power

Strips

12-22

27 13 13.13 Communications Copper Cable Splicing and Terminations 12-22

27 13 23 Communications Optical Fiber Backbone Cabling 12-22

27 15 13 Communications Copper Horizontal Cabling 12-22

27 16 19 Communications Patch Cords, Station Cords, and Cross-

Connect Wire

12-22

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 Common Work Results For Electronic Safety and Security 10-18

28 05 26 Grounding and Bonding for Electronic Safety and

Security

09-11

28 05 28.33 Conduits and Backboxes for Electronic Safety and

Security

09-11

28 08 00 Commissioning of Electronic Safety and Security

Systems

04-18

28 13 00 Physical Access Control System 10-11

28 23 00 Video Surveillance 09-11

28 31 00 Fire Detection and Alarm 09-11

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00 01 10-5

DIVISION 31 – EARTHWORK

31 20 11 Earth Moving (Short Form) 11-16

31 23 19 Dewatering 11-16

31 23 23.33 Flowable Fill

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 11-16

32 12 16 Asphalt Paving 11-16

32 17 23 Pavement Markings 11-16

32 31 13 Chain Link Fences and Gates 11-16

32 33 00 Site Furnishings 01-17

32 90 00 Planting 11-16

DIVISION 33 – UTILITIES

33 10 00 Water Utilities 11-16

33 30 00 Sanitary Sewerage Utilities 11-16

33 40 00 Storm Sewer Utilities 11-16

33 41 13 Foundation Drainage 01-17

33 51 00 Natural-Gas Distribution 11-16

APPENDIX

A Geotechnical Report

B Limited Site Inventory

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LIST OF DRAWING SHEETS

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

The drawings listed below accompanying this specification form a part of the contract.

Drawing No. Title

GI000 COVER SHEET

GI001 SHEET INDEX

GI002 ABBREVIATIONS

OJ101 OPERATIONS PLAN

OJ501 OPERATIONS DETAILS

V-101 EXISTING CONDITIONS

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS102 SITE PLAN MAINTENANCE BUILDING

CS501 SITE DETAILS

CS502 SITE DETAILS

CS503 SITE DETAILS

CG101 GRADING & EROSION CONTROL PLAN OVERALL

CG102 GRADING & EROSION CONTROL PLAN MAINTENANCE BLDG

CU101 UTILITY PLAN

CU102 UTILITY PLAN STORM

CU201 UTILITY PROFILE STORM

CU202 UTILITY PROFILE STORM

CU203 UTILITY PROFILE SANITARY

CU203 TYPICAL SITE DETAILS

CU501 UTILITY DETAILS

CU502 UTILITY DETAILS

CU503 UTILITY DETAILS

S001 NOTE SHEET

3002-S101

FOOTING & FOUNDATION & ROOF FRAMING PLAN – MAINTENANCE

BUILDING

3002-S301 FOOTING & FOUNDATION DETAILS – MAINTENANCE BUILDING

3002-S401 FRAMING DETAILS – MAINTENANCE BUILDING

3003-S101

FOOTING & FOUNDATION PLAN AND ROOF FRAMING PLAN – VEHICLE

STORAGE BUILDING

3003-S301 FOOTING & FOUNDATION DETAILS – VEHICLE STORAGE BUILDING

3003-S302 FOOTING & FOUNDATION DETAILS – VEHICLE STORAGE BUILDING

3003-S401 FRAMING DETAILS – VEHICLE STORAGE BUILDING

S101

FOOTING & FOUNDATION & ROOF FRAMING PLAN – COVERED

PARKING/HEADSTONE STORAGE

S301

FOOTING & FOUNDATION DETAILS – COVERED PARKING/HEADSTONE

STORAGE

S401 FRAMING DETAILS – COVERED PARKING/HEADSTONE STORAGE

3002 - GI111 LIFE SAFETY PLAN - MAINTENANCE BUILDING

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LIST OF DRAWING SHEETS

00 01 15 - 2

3002 - AE111 OVERALL FLOOR PLAN

3002 – AE112 FLOOR AND REFLECTED CEILING PLAN – MAINTENANCE BUILDING

3002 - AE121 ROOF PLAN - MAINTENANCE BUILDING

3002 - AE201 EXTERIOR ELEVATIONS - MAINTENANCE BUILDING

3002 - AE211 INTERIOR ELEVATIONS - MAINTENANCE BUILDING

3002 - AE301 BUILDING SECTIONS - MAINTENANCE BUILDING

3002 - AE311 WALL SECTIONS – MAINTENANCE BUILDING

3002 - AE312 WALL SECTIONS – MAINTENANCE BUILDING

3002 - AE411 ENLARGED PLANS – MAINTENANCE BUILDING

3002 - AE520 EXTERIOR PLAN AND SECTION DETAILS

3002 – AE521 EXTERIOR SECTION DETAILS

3002 - AE550 INTERIOR SECTION DETAILS - MAINTENANCE BUILDING

3003 - GI111 LIFE SAFETY PLAN - VEHICLE STORAGE BUILDING

3003 - AE111 FLOOR PLAN - VEHICLE STORAGE BUILDING

3003 - AE121 ROOF PLAN - VEHICLE STORAGE BUILDING

3003 - AE201 EXTERIOR ELEVATIONS - VEHICLE STORAGE BUILDING

3003 - AE301 BUILDING SECTIONS - VEHICLE STORAGE BUILDING

3003 – AE320 WALL SECTIONS

3003 - AE501 DETAILS - VEHICLE STORAGE BUILDING

3003 – AE520 EXTERIOR SECTION DETAILS

AE601 PARTITION AND WALL TYPES AND DETAILS

AE602 DOOR SCHEDULE AND ELEVATIONS

AE640 MOUNTING HEIGHTS

3002 - AF111 FINISH AND FURNITURE PLAN – MAINTENANCE BUILDING

3002 - AF600 MATERIAL AND ROOM FINISH SCHEDULE

3002 - AW111 WAYFINDING PLAN – MAINTENANCE BUILDING

3002 - AW601 WAYFINDING MESSAGE SCHEDULE & SIGNAGE DETAILS

3002 - QM110 EQUIPMENT PLAN – MAINTENANCE BUILDING

M001 MECHANICAL SYMBOLS

3002 – MH111 MECHANICAL HVAC – FIRST LEVEL – MAINTENANCE BUILDING

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M801 MECHANICAL CONTROLS

3003 – MH111 MECHANICAL HVAC – FIRST LEVEL – VEHICLE STORAGE BUILDING

M602 MECHANICAL SCHEDULES

P001 PLUMBING SYMBOLS ABBREVIATIONS, AND GENERAL NOTES

3002 - PL101 PLUMBING PLAN – UNDERFLOOR – MAINTENANCE BUILDING

3002 - PL111 PLUMBING PLAN – FIRST LEVEL – MAINTENANCE BUILDING

3003 – PL111 PLUMBING PLAN – FIRST LEVEL – VEHICLE STORAGE BUILDING

P501 PLUMBING DETAILS

P701 PLUMBING PIPING – SANITARY AND VENT RISER DIAGRAM –

MAINTENANCE BUILDING

P702 PLUMBING PIPING – DOMESTIC WATER RISER DIAGRAM –

MAINTENANCE BUILDING

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LIST OF DRAWING SHEETS

00 01 15 - 3

P703 PLUMBING PIPING – SANITARY AND VENT RISER DIAGRAM –

VEHICLE STORAGE BUILDING

P704 PLUMBING PIPING – DOMESTIC WATER RISER DIAGRAM – VEHICLE

STORAGE BUILDING

E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS, GENERAL NOTES

ES-100 OVERALL SITE PLAN

3002-EL-101 LIGHTING PLAN- MAINTENANCE BUILDING

3002-EP-101 POWER PLAN - MAINTENANCE BUILDING

3002-EQ-101 EQUIPMENT PLAN -MAINTENANCE BUILDING

3002-ELP-101 LIGHTING PROTECTION – MAINTENANCE BUILDING

3003-EL-101 LIGHTING PLAN – VEHICLE STORAGE BUILDING

3003-EP-101 POWER PLAN – VEHICLE STORAGE BUILDING

3003-ELP-101 LIGHTNING PROTECTION - GARAGE

3004-E-101 ELECTRICAL PLAN – HEADSTONE STORAGE/COVERED PARKING

E-501 ONE-LINE DIAGRAM

E-502 ELECTRICAL DETAILS

E-503 LIGHTNING PROTECTION DETAILS

E-601 ELECTRICAL SCHEDULES

EL-101 FIRST LEVEL – LIGHTING PLAN – VEHICLE STORAGE BUILDING

EP-101 FIRST LEVEL – POWER PLAN – VEHICLE STORAGE BUILDING

E101 ELECTRICAL PLAN – COVERED PARKING

E-101 ELECTRICAL PLAN – HEADSTONE STORAGE

T000 TECHNOLOGY COVERSHEET

T101 OVERALL SITE PLAN

T201 ENLARGED PLAN MAINTENANCE BUILDING

T202 ENLARGED PLAN VEHICLE STORAGE BUILDING

T300 TECHNOLOGY ENLARGED PLANS

T400 TECHNOLOGY DETAILS

T401 TECHNOLOGY DETAILS

T402 TECHNOLOGY DETAILS

T403 TECHNOLOGY DETAILS

T600 TECHNOLOGY SCHEDULES

- - - END - - -

Leavenworth, KS 66048 i

SECTION 01 00 02

GENERAL REQUIREMENTS (MINOR NCA PROJECTS)

Leavenworth, KS 66048 ii

1.1 GENERAL INTENTION

1.2 STATEMENT OF BID ITEM(S)

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

1.4 CONSTRUCTION SECURITY REQUIREMENTS

1.5 APPLICABLE PUBLICATIONS

1.6 FIRE SAFETY

1.7 OPERATIONS AND STORAGE AREAS

1.8 ALTERATIONS

1.9 ENVIRONMENTAL CONTROLS

1.10 DISPOSAL AND RETENTION

1.11 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

UTILITIES, AND IMPROVEMENTS

1.12 RESTORATION

1.13 PHYSICAL DATA

1.14 PROFESSIONAL SURVEYING SERVICES

1.15 LAYOUT OF WORK

1.16 As-Built Drawings

1.17 USE OF ROADWAYS

1.18 COTR'S FIELD OFFICE

1.19 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

1.20 TEMPORARY TOILETS

1.21 AVAILABILITY AND USE OF UTILITY SERVICES

1.22 NEW TELEPHONE EQUIPMENT

1.23 TESTS

1.24 INSTRUCTIONS

1.25 GOVERNMENT-FURNISHED PROPERTY

1.26 RELOCATED // EQUIPMENT // ITEMS //

1.27 CONSTRUCTION SIGN

1.28 SAFETY SIGN

1.29 CONSTRUCTION DIGITAL IMAGES

1.30 FINAL ELEVATION PHOTOGRAPHS

Leavenworth, KS 66048 iii

1.31 HISTORIC PRESERVATION

1.32 PROJECT HEALTH AND SAFETY PLAN

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Maintenance Building Construction Documents

Leavenworth, KS 66048

GENERAL REQUIREMENTS

01 00 02 - 1

SECTION 01 00 02

GENERAL REQUIREMENTS (MINOR NCA PROJECTS)

1.1 GENERAL INTENTION

A. Contractor must completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor, materials, equipment and services and perform and complete all work for Maintenance Building at Leavenworth National Cemetery as required by drawings and specifications.

B. Visits to the site by Bidders may be made only by appointment with the

Cemetery Director.

C. Offices of Anderson Engineering of MN, LLC, as Architect-Engineers

(A/E), may render certain technical services during construction. Such services must be considered as advisory to the Government and must not be construed as expressing or implying a contractual act of the

Government without affirmations by Contracting Officers Representative

(COR) or his duly authorized representative.

D. All Testing Laboratory services will be retained and paid for by the

Contractor (see Spec Section 01 45 29, Testing Laboratory Services).

However, the Department of Veterans Affairs may elect to retain its own

Testing Laboratory for any purpose. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor must notify the COR in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and testing of specimens and field inspection. Such prior notice must be not less than three workdays unless otherwise designated by the COR.

E. All employees of general contractor and subcontractors must comply with security requirements as established by the COR. They must be restricted from unauthorized access.

F. Prior to commencing work, general contractor must provide proof that an

OSHA certified “competent person” (CP) (29 CFR 1926.20(b)(2) will maintain a presence at the work site whenever the general or subcontractors are present.

G. Training:

1. All employees of general contractor or subcontractors must, at the minimum, have successfully completed the 30-hour OSHA certified

Construction Safety course and/or other relevant competency training, as determined by VA CP.

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GENERAL REQUIREMENTS

01 00 02 - 2

2. Submit OSHA training records of all employees for approval before the start of work.

F. Employment:

1. Under the Contract Award, FAR 52.222-54 EMPLOYMENT ELIGIBILITY

VERIFICATION is included in the contract. From my interpretation of the FAR, “Statutes and Executive orders require employers to abide by the immigration laws of the United States and to employ in the

United States only individuals who are eligible to work in the

United States. The E-Verify program provides an Internet-based means of verifying employment eligibility of workers employed in the

United States but is not a substitute for any other employment eligibility verification requirements.

1.2 STATEMENT OF BID ITEM(S)

A. ITEM I, GENERAL CONSTRUCTION: Installation of all work shown on the plans and described in the specifications including but not limited to:

Construction of a new maintenance building and yard with sitework surrounding new yard and demolition of existing maintenance building and yard.

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. AFTER AWARD OF CONTRACT, zero bond paper set(s) of specifications and drawings will be furnished.

B. Additional sets of drawings may be made by the Contractor, at

Contractor's expense, from digital files furnished by the Issuing

Office.

1.4 CONSTRUCTION SECURITY REQUIREMENTS

A. Security Plan:

1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.

2. The General Contractor is responsible for assuring that all sub-contractors working on the project and their employees also comply with these regulations.

B. Security Procedures:

1. General Contractor’s employees must not enter the site without following the procedures approved by the COR. They may also be subject to inspection of their personal effects when entering or leaving the project site.

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GENERAL REQUIREMENTS

01 00 02 - 3

2. For working outside the “regular hours” as defined in the contract, The General Contractor must give 3 days notice to the COTR so that appropriate arrangements can be provided for the Cemetery employees.

This notice is separate from any notices required for utility shutdown described later in this section.

3. No photography of VA premises is allowed without written permission of the COTR.

4. VA reserves the right to close down or shut down the project site and order General Contractor’s employees off the premises in the event of a national emergency. The General Contractor may return to the site only with the written approval of the COR.

C. Guards:

1. The General Contractor must provide unarmed guards at the project site when theft or vandalism warrants.

D. Key Control:

1. The General Contractor must provide duplicate keys and lock combinations to the COR for the purpose of security inspections of every area of project including toolboxes and parked machines, and to take any necessary emergency action.

E. Document Control:

1. Before starting any work, the General Contractor/Sub Contractors must submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of

“sensitive information”.

2. The General Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information must be shared only with those with a specific need to accomplish the project.

3. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or “Sensitive Unclassified”.

Secure such information in separate containers and limit the access to only those who will need it for the project. Return the information to the COTR upon request.

4. These security documents must not be removed or transmitted from the project site without the written approval of COR.

5. All paper waste or electronic media such as CD’s and diskettes must be shredded and destroyed in a manner acceptable to the VA.

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GENERAL REQUIREMENTS

01 00 02 - 4

6. Notify COR immediately when there is a loss or compromise of

“sensitive information”.

7. All electronic information must be stored in a specified location following VA standards and procedures using an Engineering Document

Management Software (EDMS).

a. Security, access and maintenance of all project drawings, both scanned and electronic must be performed and tracked through the

EDMS system.

b. “Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.

F. Motor Vehicle Restrictions

1. Vehicle authorization request must be required for any vehicle entering the site and such request must be submitted 24 hours before the date and time of access. Access must be restricted to picking up and dropping off materials and supplies.

1.5 APPLICABLE PUBLICATIONS

A. Applicable Publications: Publications listed below form part of this

Article to the extent referenced. Publications are referenced in text by basic designations only.

1. American Society for Testing and Materials (ASTM):

E84-22 Surface Burning Characteristics of Building

Materials

2. National Fire Protection Association (NFPA):

10-2010 Standard for Portable Fire Extinguishers

30-2008 Flammable and Combustible Liquids Code

51B-2009 Standard for Fire Prevention During Welding, Cutting and Other Hot Work

70-2008 National Electrical Code

241-2009 Standard for Safeguarding Construction, Alteration, and Demolition Operations

3. Occupational Safety and Health Administration (OSHA):

29 CFR 1926 Safety and Health Regulations for Construction

1.6 FIRE SAFETY

A. Establish and maintain a fire protection program in accordance with 29

CFR 1926. Prior to start of work, prepare a plan detailing project-specific fire safety measures, including periodic status reports, and submit to COR/Cemetery Director for review for compliance with contract

Leavenworth, KS 66048

GENERAL REQUIREMENTS

01 00 02 - 5 requirements in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. Prior to any worker for the contractor or subcontractor’s beginning work, they must undergo a safety briefing provided by the General Contractor’s competent person per OSHA requirements. This briefing must include information on the construction limits, safety guidelines, means of egress, break areas, work hours, locations of restrooms, use of NCA equipment, etc.

Documentation must be provided to the COR that individuals have undergone the Contractor’s safety briefing.

B. Site and Building Access: Maintain free and unobstructed access to emergency services and for fire, police and other emergency response forces in accordance with NFPA 241.

C. Separate temporary facilities, such as trailers, storage sheds, and dumpsters, from existing buildings and new construction by distances in accordance with NFPA 241. For small facilities with less than 6 m (20 feet) exposing overall length, separate by 3m (10 feet).

D. Temporary Heating and Electrical: Install, use and maintain installations in accordance with 29 CFR 1926, NFPA 241 and NFPA 70.

E. Means of Egress: Do not block exiting for occupied buildings, including paths from exits to roads. Minimize disruptions and coordinate with

COR/Cemetery Director.

F. Egress Routes for Construction Workers: Maintain free and unobstructed egress. Inspect daily. Report findings and corrective actions weekly to

COR.

G. Fire Extinguishers: Provide and maintain extinguishers in construction areas and temporary storage areas in accordance with 29 CFR 1926, NFPA

241 and NFPA 10.

H. Flammable and Combustible Liquids: Store, dispense and use liquids in accordance with 29 CFR 1926, NFPA 241 and NFPA 30.

I. Smoke Detectors: Prevent accidental operation. Remove temporary covers at end of work operations each day. Coordinate with COTR.

J. Hot Work: Perform and safeguard hot work operations in accordance with

NFPA 241 and NFPA 51B. Coordinate with COR.

K. Fire Hazard Prevention and Safety Inspections: Inspect entire construction areas weekly. Coordinate with, and report findings and corrective actions weekly to COR.

L. Smoking: Smoking is prohibited in and adjacent to construction areas inside existing buildings and additions under construction. In separate

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GENERAL REQUIREMENTS

01 00 02 - 6 and detached buildings under construction, smoking is prohibited except in designated smoking rest areas.

M. Dispose of waste and debris in accordance with NFPA 241. Remove from site weekly.

N. Perform other construction, alteration and demolition operations in accordance with 29 CFR 1926.

1.7 OPERATIONS AND STORAGE AREAS

A. The Contractor must confine all operations (including storage of materials) on Government premises to areas authorized or approved by the COR. The Contractor must hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.

B. Temporary buildings (e.g., storage trailers, office trailers) and utilities may be erected by the Contractor only with the approval of the COR and must be built with labor and materials furnished by the

Contractor without expense to the Government. The temporary buildings and utilities must remain the property of the Contractor and must be removed by the Contractor at its expense upon completion of the work.

C. The Contractor must, under regulations prescribed by the COR, use only established roadways, or use temporary roadways constructed by the

Contractor when and as authorized by the COR. When materials are transported in prosecuting the work, vehicles must not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor must protect them from damage. The Contractor must repair or pay for the repair of any damaged curbs, sidewalks, or roads.

(FAR 52.236-10)

D. Working space and space available for storing materials must be as shown on the drawings and as determined by the COR with agreement of the Cemetery. Contractor parking will be only in areas and on roadways designated and agreed to by the COR in agreement of the Cemetery.

E. Workmen are subject to rules of the Cemetery applicable to their conduct.

F. Execute work so as to interfere as little as possible with normal functioning of Cemetery as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others.

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1. Do not store materials and equipment in other than assigned areas.

2. Provide unobstructed access to the Cemetery areas required to remain in operation.

G. Phasing: To ensure such executions, the Contractor must furnish the COR with a schedule of approximate dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, the Contractor must notify the COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such dates to ensure accomplishment of this work in successive phases mutually agreeable to the Cemetery Director, COR and Contractor, as follows:

Phase I: Construction of new maintenance building and yard.

Phase II: Contractor support to move existing furniture and equipment from existing temporary trailer, existing maintenance building and yard to the new maintenance building and yard. See section 1.26 RELOCATED

EQUIPMENT AND ITEMS for list of items to be relocated.

Phase III: Demolition and removal of existing maintenance building and yard.

H. Building 3001 and a temporary trailer will be occupied during performance of work.

I. Construction Fence: Before construction operations begin, the

Contractor must provide a chain link construction fence, 8’ minimum height, around the construction area indicated on the drawings. Provide gates as required for access with necessary hardware, including hasps and padlocks. Fasten fence fabric to terminal posts with tension bands and to line posts and top and bottom rails with tie wires spaced at maximum 375mm (15 inches). Bottom of fences must extend to 25mm (one inch) above grade. The temporary fencing must encompass the construction work area(s) to serve as a pedestrian barrier to alert cemetery patrons of the construction site. Remove the fence when directed by COR.

J. Utilities Services: Maintain existing utility services for the Cemetery at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services.

Where necessary to cut existing water, sewer or air pipes, or conduits, Leavenworth, KS 66048

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01 00 02 - 8 wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they must be cut and capped at suitable places where shown; or, in absence of such indication, where directed by COR. All such actions must be coordinated with the Utility Company involved.

1. No utility service such as water, gas, steam, sewers or electricity, or fire protection systems and communications systems may be interrupted without prior approval of COR. Electrical work must be accomplished with all affected circuits or equipment de-energized.

When an electrical outage cannot be accomplished, work on any energized circuits or equipment must not commence without the COR, and Cemetery Director’s prior knowledge and written approval. Refer to specification Sections 26 05 11, REQUIREMENTS FOR ELECTRICAL

INSTALLATIONS, 27 05 11 REQUIREMENTS FOR COMMUNICATIONS

INSTALLATIONS and 28 05 11, REQUIREMENTS FOR ELECTRONIC SAFETY AND

SECURITY INSTALLATIONS for additional requirements.

2. The Contractor must submit a request to interrupt any such services to both COR and the Cemetery Director in writing, 48 hours in advance of proposed interruption. Request must state reason, date, exact time of, and approximate duration of such interruption.

3. The Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of the Cemetery. Interruption time approved by the Cemetery and COR may occur at other than

Contractor's normal working hours.

4. Major interruptions of any system must be requested, in writing, at least 15 calendar days prior to the desired time and must be performed as directed by the COR.

5. In case of a contract construction emergency, service will be interrupted on approval of COR. Such approval will be confirmed in writing as soon as practical.

6. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee must be the responsibility of the Government and not the Contractor.

K. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, which are to

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01 00 02 - 9 be abandoned but are not required to be entirely removed, must be sealed, capped or plugged. The lines must not be capped in finished areas, but must be removed and sealed, capped or plugged-in ceilings, within furred spaces, in unfinished areas, or within walls or partitions; so that they are completely behind the finished surfaces.

L. To minimize interference of construction activities with flow of

Cemetery traffic, comply with the following:

1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles. Wherever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times.

2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the COR.

M. Coordinate the work for this contract with other construction operations as directed by COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF ROADWAYS.

N. Coordination of Construction with Cemetery Director: The burial activities at a National Cemetery must take precedence over construction activities. The Contractor must cooperate and coordinate with the Cemetery Director, through the COR, in arranging construction schedule to cause the least possible interference with Cemetery activities in actual burial areas. Construction noise during the committal services must not disturb the service. Trucks and workmen must not pass through the service area during this period.

1. The Contractor is required to discontinue his work sufficiently in advance of Easter Sunday, Mother's Day, Father's Day, Memorial Day, Veteran's Day and/or Federal holidays, to permit him to clean up all areas of operation adjacent to existing burial plots before these dates.

2. Cleaning up must include the removal of all equipment, tools, materials and debris and leaving the areas in a clean, neat condition.

1.8 ALTERATIONS

A. Survey: Before any work is started, the Contractor must make a thorough survey with the COR of areas in which alterations occur and areas which are anticipated routes of access, and furnish a signed report, to the

Contracting Officer. This report must list:

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1. Existing condition and types of other surfaces not required to be altered throughout affected areas.

2. Existence and conditions of items required by drawings to be either reused or relocated, or both.

3. Must note any discrepancies between drawings and existing conditions at site.

4. Must designate areas for working space, materials storage and routes of access to areas within buildings where alterations occur, and which have been agreed upon by Contractor and COR.

B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of COR, to be in such condition that their use is impossible or impractical, must be furnished and/or replaced by the Contractor with new items in accordance with specifications which will be furnished by the

Government. Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE CONDITIONS" (FAR

52.236-2) and "CHANGES" (FAR 52.243-4 and VAAR 852.236-88).

C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and COR together must make a thorough re-survey of the areas of buildings involved. They must furnish a report on conditions then existing surfaces as compared with conditions of same as noted in first condition survey report.

1. Re-survey report must also list any damage caused by the Contractor to such flooring and other surfaces, despite protection measures;

and will form the basis for determining extent of repair work required of the Contractor to restore damage caused by the

Contractor's workmen in executing work of this contract.

D. Protection: Provide the following protective measures:

1. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled, and equipment moved and/or relocated.

2. Protect the interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, surfaces that are to remain in place must be adequately protected prior to starting work, and this protection must be maintained intact until all work in the area is completed.

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1.9 ENVIRONMENTAL CONTROLS

A. In general, following preventive measures must be adopted during construction to keep down dust and prevent mold.

1. Dampen debris to keep down dust and provide temporary construction partitions in existing structures were directed by COR. Block off ducts and diffusers to prevent circulation of dust into occupied areas during construction.

B. Vacuum and wet mop all transition areas from construction to the occupied Cemetery buildings at the end of each workday.

C. Final Cleanup:

1. Upon completion of the project, or as work progresses, remove all construction debris from above ceiling, vertical shafts and utility chases that have been part of the construction.

2. All new air ducts must be cleaned prior to final inspection.

1.10 DISPOSAL AND RETENTION

A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, must be disposed of as follows:

1. Reserved items which are to remain property of the Government are identified by attached tags as items to be stored. Items that remain property of the Government must be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items were directed by COR.

2. Items not reserved must become property of the Contractor and be removed by Contractor from the Cemetery.

3. Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract must remain the property of the Government. When rooms and spaces are vacated by the Department of Veterans Affairs during the alteration period, such items which are NOT required by drawings and specifications to be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.

1.11 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND

IMPROVEMENTS

A. The Contractor must preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the

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01 00 02 - 12 work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor must only remove trees when specifically authorized to do so and must avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor must trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the COR.

B. The Contractor must protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The Contractor must repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the

Contractor fails or refuses to repair the damage promptly, the COR may have the necessary work performed and charge the cost to the

Contractor.

(FAR 52.236-9)

C. Refer to Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and

"Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.

D. Refer to FAR clause 52.236-7, "Permits and Responsibilities," which is included in General Conditions. A National Pollutant Discharge

Elimination System (NPDES) permit is required for this project. The

Contractor is considered an "operator" under the permit and has extensive responsibility for compliance with permit requirements. The contractor is required to pay for and obtain, and close the permit following the end of construction. The contractor and affected subcontractors must furnish all information and certifications that are required to comply with the permit process and permit requirements.

Many of the permit requirements will be satisfied by completing construction as shown and specified. Some requirements involve the

Contractor's method of operations and operations planning and the

Contractor is responsible for employing best management practices. The

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01 00 02 - 13 affected activities often include, but are not limited to the following:

1. Designating areas for equipment maintenance and repair;

2. Providing waste receptacles at convenient locations and provide regular collection of wastes;

3. Locating equipment wash down areas on site, and provide appropriate control of wash-waters;

4. Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials; and

5. Providing adequately maintained sanitary facilities.

1.12 RESTORATION

A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, water/irrigation or electric work without approval of the COR. Existing work to be altered or extended and that is found to be defective in any way, must be reported to the COR before it is disturbed. Materials and workmanship used in restoring work, must conform in type and quality to that of original existing construction, except as otherwise shown or specified.

B. Upon completion of contract, deliver work complete and undamaged.

Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, landscape stone, lawns, paving, roads, walks, etc.)

disturbed or removed as a result of performing required new work, must be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.

C. At the Contractor's own expense, the Contractor must immediately restore to service and repair any damage caused by the Contractor's workmen to existing piping and conduits, wires, cables, etc., of utility services, communications systems (including telephone), irrigation system control and power which are indicated on drawings and which are not scheduled for discontinuance or abandonment.

D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are unknown will be covered by adjustment to contract time and price in accordance with clause entitled "CHANGES"

(FAR 52.243-4 and VAAR 852.236-88) and "DIFFERING SITE CONDITIONS" (FAR

52.236-2).

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1.13 PHYSICAL DATA

A. Data and information furnished or referred to below is for the

Contractor's information. The Government must not be responsible for any interpretation of, or conclusion drawn from the data or information by the Contractor.

1. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by Anderson

Engineering of MN.

(FAR 52.236-4)

B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration conducted by Terracon are shown diagrammatically in an appendix to these specifications.

C. A copy of the geotechnical report is an Appendix to these specifications and must be considered part of the contract documents.

D. The Government does not guarantee that other materials will not be encountered, nor that proportions, conditions or character of several materials will not vary from those indicated by explorations. Bidders are expected to examine the site of work and logs of borings and, after investigation, decide for themselves the character of materials and make their bids accordingly. Upon proper application to the Department of Veterans Affairs, including approved scheduling bidders will be permitted to make subsurface explorations of their own at site.

1.14 PROFESSIONAL SURVEYING SERVICES

A. A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the Contractor must perform services specified herein and in other specification sections. The

Contractor must certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.

1.15 LAYOUT OF WORK

A. The Contractor must lay out the work from Government established base lines and benchmarks indicated on the drawings and must be responsible for all measurements in connection with the layout. The Contractor must furnish, at the Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor must be responsible for executing the work to the lines and grades that may be established or indicated by the COR. The Contractor must also be responsible for maintaining and

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01 00 02 - 15 preserving all stakes and other marks established by the COR until authorized to remove them. If such marks are destroyed by the

Contractor or through Contractor's negligence before their removal is authorized, the COR may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

(FAR 52.236-17)

B. Establish and plainly mark center lines for each building and/or addition to each existing building, lines for each gravesite control monument, and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure and/or addition, roads, parking lots, gravesite control monuments, are in accordance with lines and elevations shown on contract drawings.

C. Following completion of general mass excavation and before any other permanent work is performed, establish and plainly mark (through use of appropriate batter boards or other means) sufficient additional survey control points or system of points as may be necessary to assure proper alignment, orientation, and grade of all major features of work. The

Survey must include, but not be limited to, location of lines and grades of footings, exterior walls, center lines of columns in both directions, major utilities and elevations of floor slabs:

1. Such additional survey control points or system of points thus established must be checked and certified by a registered land surveyor or registered civil engineer. Furnish such certification to the COR before any work (such as footings, floor slabs, columns, walls, utilities and other major controlling features) is placed.

D. During progress of work, the Contractor must have lines, grades, locations and plumbness of all major form work checked and certified by a registered land surveyor or registered civil engineer as meeting requirements of contract drawings. Furnish such certification to the

COR before any major items of concrete work are placed. In addition, furnish to the COR certificates from a registered land surveyor or registered civil engineer that the following work is complete in every respect as required by contract drawings.

1. Lines of each building and/or addition.

2. Elevations of bottoms of footings and tops of floors of each building and/or addition.

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3. Lines and elevations of sewers and of all outside distribution systems.

4. Lines of elevations of all swales.

5. Lines and elevations of roads, streets and parking lots.

6. Northing/Easting coordinate locations and elevation depth below finished grade of all water, sanitary, storm, gas and irrigation structures, directional fittings, control wire and lines.

E. Upon completion of the work, the Contractor must furnish the COR with reproducible drawings, in AutoCAD form, at the scale of the contract drawings, showing the finished grade on the grid developed for constructing the work. These drawings must bear the seal of the registered land surveyor or registered civil engineer.

F. The Contractor must perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of

Article "Professional Surveying Services".

1.16 AS-BUILT DRAWINGS

A. The Contractor must maintain two full size sets of as-built drawings which will be kept current during construction of the project, which will include all contract changes, modifications and clarifications.

B. All variations must be shown in the same general detail as used in the contract drawings. To ensure compliance, as-built drawings must be made available for the COR's review, as often as requested.

C. The Contractor must deliver two approved completed sets of as-built drawings to the COR within 15 calendar days after acceptance of the project by the COR.

D. Paragraphs A, B, & C must also apply to all shop drawings.

1.17 USE OF ROADWAYS

A. For hauling, use only established public roads and designated permanent roads on Cemetery property and, when indicated and authorized by the

COR, such existing or Contractor constructed and/or modified temporary roads which are necessary in the performance of contract work.

Temporary roads must be constructed by the Contractor at the

Contractor's expense following approved plans that include construction, operation, maintenance and restoration. When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.

B. When new permanent roads are to be a part of this contract, the

Contractor…