S02 - 824IC3005 Bid Specs Woodlawn Bk.pdf

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Issued for

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Woodlawn National Cemetery Final Construction Documents Facility Renovations, Improvements, and Repairs May 22, 2020 Issued for Construction

SIGNATURE PAGE 1

SIGNATURE PAGE

Professional Architect I, Fan Wang, hereby certify that the architectural and site documents were prepared by me, or under my direct supervision, and that I am a duly licensed Architect under the laws of the State of New York.

Professional Engineer, Electrical I, Steven P. Mulhollen, hereby certify that the electrical documents were licensed Professional Engineer under the laws of the State of New York.

Professional Engineer, Electrical, Mechanical, Plumbing I, Haresh Umaretiya, hereby certify that the telecommunications and security documents were prepared by me, or under my direct supervision, and that I am a duly licensed Professional Engineer under the laws of the State of New York.

Professional Engineer, Structural I, David A. Blackner, hereby certify that the structural documents were licensed Professional Engineer under the laws of the State of New York.

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824IC3005 ISSUED FOR CONSTRUCTION

TABLE OF CONTENTS 00 01 10 - 1

SECTION 00 01 10 - TABLE OF CONTENTS

00 00 00 Cover Page 00 00 01 Signature Page 00 01 10 Table of Contents 00 01 15 List of Drawing Sheets 01 00 02 General Requirements 01 32 16.13 Network Analysis Schedules 01 33 23 Shop Drawings, Product Data, and Samples 01 42 19 Reference Standards 01 45 29 Testing Laboratory Services 01 56 39 Temporary Tree and Plant Protection 01 57 19 Temporary Environmental Controls 01 74 19 Construction Waste Management 01 81 13 Sustainable Construction Requirements 02 41 10 Demolition and Site Clearing 02 82 11 Traditional Asbestos Abatement 02 83 33.13 Lead-Based Paint Removal 03 30 00 Cast-in Place Concrete 04 03 23 Historic Brick Unit Masonry Repointing 04 05 13 Masonry Mortaring 04 05 16 Masonry Grouting 04 20 00 Unit Masonry 05 12 00 Structural Steel Framing 05 50 00 Metal Fabrications 05 52 13 Pipe and Tube Railings 06 10 00 Rough Carpentry 06 10 63 Exterior Rough Carpentry 06 20 00 Finish Carpentry 07 01 50.19 Preparation for Re-Roofing 07 31 34 Composite Slate Roofing 07 41 13 Standing Seam Metal Roofing 07 60 00 Flashing and Sheet Metal 07 61 16 Copper Standing Seam Roofing 07 72 53 Snow Guards 07 92 00 Joint Sealant 08 11 13 Hollow Metal Doors and Frames 08 14 00 Interior Wood Doors 08 33 00 Coiling Doors 08 51 69 Aluminum Storm Windows 08 71 00 Door Hardware 08 80 00 Glazing

TABLE OF CONTENTS 00 01 10 - 2

08 90 00 Louvers and Vents 09 22 16 Non-Structural Metal Framing 09 29 00 Gypsum Board 09 30 13 Tiling 09 65 13 Resilient Base 09 65 19 Resilient Tile Flooring 09 91 00 Paint 10 14 00 Exterior Signage 10 28 00 Toilet and Bath Accessories 10 44 16 Fire Extinguishers 10 56 13 Steel Shelving 12 24 00 Window Shades 12 32 00 Maufactured Wood Casework 13 34 19 Metal Building Systems 22 05 11 Common Work Results for Plumbing 22 05 23 General-Duty Valves for Plumbing Piping 22 11 00 Facility Water Distribution 22 13 00 Facility Sanitary and Vent Piping 22 34 00 Fuel-Fired Domestic Water Heaters 22 40 00 Plumbing Fixtures 23 05 11 Common Work Results for HVAC 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 11 23 Facility Natural Gas Piping 23 31 00 HVAC Ducts and Casings 23 34 00 HVAC Fans 23 37 00 Air Outlets and Inlets 23 81 00 Unitary HVAC Equipment 23 82 39 Unit Heaters 26 05 11 Requirements for Electrical Installations 26 05 21 Low-Voltage Electrical Power Conductors and Cables (600 Volts and Below) 26 05 26 Grounding and Bonding for Electrical Systems 26 05 29 Hangers and Supports for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 41 Underground Electrical Construction 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 26 05 53 Identification for Electrical Systems 26 09 23 Digital Lighting Control 26 24 16 Panelboards 26 27 26 Wiring Devices 26 29 21 Disconnect Switches 26 41 00 Facility Lightning Protection 26 51 00 Interior Lighting

TABLE OF CONTENTS 00 01 10 - 3

26 56 00 Exterior lighting 27 05 00 Common Work Results for Communication 27 05 11 Requirements for Communications Installations 27 05 33 Raceways and Boxes for Communication Systems 27 10 00 Control, Communications and Signal Wiring 28 05 00 Common Work Results for Electronic Safety and Security 28 05 13 Conductors and Cables for Electronic Safety and Security 28 20 00 Video Surveillance 31 20 11 Earth Moving 31 23 19 Dewatering 31 23 30 Trenching, Backfilling, and Compacting 31 50 10 Excavation Support and Protection 32 05 23 Cement and Concrete for Exterior Improvements 32 12 16 Asphalt Paving 32 13 90 Cast Iron Detectable Warning Plates 32 17 23 Pavement Markings 32 31 19 Decorative Metal Fences and Gates 32 33 00 Site Furnishings 32 90 00 Planting 33 10 00 Water Utilities 33 40 00 Storm Sewer Utilities

Appendix A Geotechnical Engineering Report

LIST OF DRAWINGS 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.

GENERAL

1 GI-001 COVER SHEET

2 GI-002 INDEX OF SHEETS

3 GI-003 KEY PLAN

SURVEY

4 VF-101 EXISTING CONDITIONS SURVEY

5 VF-111 EXISTING CONDITIONS SURVEY

6 VF-112 EXISTING CONDITIONS SURVEY

SITE DEVELOPMENT

7 GC-101 CONSTRUCTION ACCESS PLAN

8 GC-102 CONSTRUCTION ACCESS PLAN

9 CE-101 EROSION & SEDIMENT CONTROL PLAN

10 CE-102 EROSION & SEDIMENT CONTROL PLAN

11 CE-201 EROSION & SEDIMENT CONTROL DETAILS

12 CD-101 SITE DEMOLITION PLAN

13 CD-102 SITE DEMOLITION PLAN

14 CD-111 SITE DEMOLITION PLAN - ENLARGEMENTS

15 CG-101 GRADING AND DRAINAGE PLAN

16 CG-102 GRADING GRADING AND DRAINAGE PLAN

17 CG-111 GRADING AND DRAINAGE PLAN - ENLARGEMENTS

18 CG-201 GRADING & DRAINAGE DETAILS

19 CP-101 PAVING PLAN

20 CP-201 PAVING DETAILS

21 LS-101 SITE DEVELOPMENT PLAN

22 LS-102 SITE DEVELOPMENT PLAN

23 LS-111 SITE DEVELOPMENT PLAN - ENLARGEMENTS

24 LS-112 SITE DEVELOPMENT PLAN - ENLARGEMENTS

25 LS-201 SITE DEVELOPMENT DETAILS

26 LS-202 SITE DEVELOPMENT DETAILS

27 LS-203 SITE DEVELOPMENT DETAILS

28 LS-204 SITE DEVELOPMENT DETAILS

29 LS-205 SITE DEVELOPMENT DETAILS

30 LS-206 SITE DEVELOPMENT DETAILS

31 LS-211 SITE DEVELOPMENT DETAILS - SCHEDULE SCHEDULES

32 LS-212 SITE DEVELOPMENT PLAN - FENCE REPAIR TABLE

33 LP-101 PLANTING PLAN

LIST OF DRAWINGS 00 01 15 - 2

34 LP-102 PLANTING PLAN

35 LP-111 PLANTING PLAN - ENLARGEMENTS

36 LP-201 PLANTING DETAILS & PLANT SCHEDULE

ARCHITECTURAL

37 A-001 ARCHITECTURAL ABBREVIATIONS, SYMBOLS, AND NOTES

38 A-002 CODE ANALYSIS

39 A-003 BUILDING LOCATION PLAN

40 AD-101 ADMINISTRATION BUILDING DEMOLITION PLANS

41 AD-102 MAINTENANCE BUILDING DEMOLITION PLANS

42 AE-101 ADMINISTRATION BUILDING FLOOR AND REFLECTED CEILING PLANS

43 AE-102 ADMINISTRATION BUILDING ROOF PLAN AND CRAWL SPACE PLAN

44 AE-103 MAINTENANCE BUILDING FLOOR, CEILING, AND ROOF PLANS

45 AE-104 OPEN PARKING GARAGE PLANS & ELEVATIONS

46 AE-105 OPEN PARKING GARAGE DETAILS

47 AE-106 STORAGE BUILDING PLANS AND ELEVATIONS

48 AE-107 STORAGE BUILDING DETAILS

49 AE-201 ADMINISTRATION BUILDING ELEVATIONS

50 AE-202 MAINTENANCE BUILDING ELEVATIONS

51 AE-401 ADMINISTRATION BUILDING ENLARGED PLANS

52 AE-402 ADMINISTRATION BUILDING ENLARGED PLANS

53 AE-403 ADMINISTRATION BUILDING MILLWORK DETAILS

54 AE-404 MAINTENANCE BUILDING ENLARGED PLANS

55 AE-405 MAINTENANCE BUILDING ENLARGED RESTROOM PLANS

56 AE-501 DETAILS AND WALL TYPES SCHEDULE

57 AE-502 ADMINISTRATION AND MAINTENANCE BUILDING ROOF DETAILS

58 AE-503 GRAVESITE LOCATOR DETAILS

59 AE-601 DOOR SCHEDULE AND DETAIL

60 AE-602 SCHEDULES

ELECTRICAL

61 E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS & GENERAL NOTES

62 ED-101 ADMINISTRATION BUILDING LIGHTING & POWER DEMOLITION PLANS

63 ED-102 MAINTENANCE BUILDING LIGHTING & POWER DEMOLITION PLANS

64 EP-101 ADMINISTRATION BUILDING LIGHTING & POWER PLANS

65 EP-102

MAINTENANCE BUILDING & OPEN PARKING GARAGE - LIGHTING &

POWER PLANS

66 EP-103 STORAGE BUILDING LIGHTING & POWER PLANS

67 EP-201 ELECTRICAL SCHEDULES

68 EP-202 ELECTRICAL SCHEDULES

69 EP-203 ELECTRICAL DETAILS

70 EP-204 ELECTRICAL RISER DIAGRAMS

LIST OF DRAWINGS 00 01 15 - 3

71 ES-101 SITE ELECTRICAL PLAN

72 ES-201 SITE ELECTRICAL DETAILS

73 ET-001 TELECOM SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

74 ET-101 ADMINISTRATION BUILDING TELECOM DEMOLITION PLANS

75 ET-201 TELECOM PLANS

76 ET-301 TELECOM DETAILS

77 EJ-101 LIGHTNING PROTECTION PLAN

78 EJ-201 LIGHTNING PROTECTION DETAILS

79 EY-001 SECURITY SYMBOLS, ABBREVIATIONS & GENERAL NOTES

80 EY-101 SITE SECURITY PLAN

81 EY-201 SECURITY DETAILS

FIRE PROTECTION

82 FA-101 FIRE ALARM PLAN

MECHANICAL

83 M-001 MECHANICAL SYMBOLS, ABBREVIATIONS & GENERAL NOTES

84 MD-101 ADMINISTRATION BUILDING MECHANICAL DEMOLITION PLANS

85 MD-102 MAINTENANCE BUILDING MECHANICAL DEMOLITION PLANS

86 MH-101 ADMINISTRATION BUILDING MECHANICAL PLANS

87 MH-102 MAINTENANCE BUILDING MECHANICAL PLANS

88 MH-201 MECHANICAL SCHEDULES

89 MH-202 MECHANICAL SCHEDULES

PLUMBING

90 P-001 PLUMBING SYMBOLS, ABBREVIATIONS & GENERAL NOTES

91 PD-101 ADMINISTRATION BUILDING PLUMBING DEMOLITION PLANS

92 PD-102 MAINTENANCE BUILDING PLUMBING DEMOLITION PLANS

93 PP-101 ADMINISTRATION BUILDING SANITARY PLUMBING PLANS

94 PP-102 MAINTENANCE BUILDING SANITARY PLUMBING PLANS

95 PP-111 ADMINISTRATION BUILDING DOMESTIC & GAS PLUMBING PLANS

96 PP-112 MAINTENANCE BUILDING DOMESTIC & GAS PLUMBING PLANS

97 PP-201 PLUMBING SCHEDULES

STRUCTURAL

98 S-001 STRUCTURAL GENERAL NOTES

99 SB-101 STRUCTURAL SLAB AND FOUNDATION PLANS

100 SB-201 STRUCTURAL SLAB AND FOUNDATION DETAILS

101 SB-202 STRUCTURAL SLAB AND FOUNDATION DETAILS

102 SF-101 STRUCTURAL FRAMING PLANS

103 SF-201 STRUCTURAL FRAMING DETAILS

END OF SECTION 00 01 15

i

SECTION 01 00 02 - GENERAL REQUIREMENTS (MINOR NCA PROJECTS)

TABLE OF CONTENTS

1.1 GENERAL INTENTION

1.2 STATEMENT OF BID ITEM(S)

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

1.4 FIRE SAFETY

1.5 OPERATIONS AND STORAGE AREAS

1.6 ALTERATIONS

1.7 DISPOSAL AND RETENTION

1.8 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS

1.9 RESTORATION

1.10 PHYSICAL DATA

1.11 PROFESSIONAL SURVEYING SERVICES

1.12 LAYOUT OF WORK

1.13 AS-BUILT DRAWINGS

1.14 USE OF ROADWAYS

1.15 RE FIELD OFFICE

1.16 TEMPORARY TOILETS

1.17 AVAILABILITY AND USE OF UTILITY SERVICES

1.18 INSTRUCTIONS

1.19 GOVERNMENT-FURNISHED PROPERTY

1.20 CONSTRUCTION SIGN

1.21 SAFETY SIGN

1.22 CONSTRUCTION DIGITAL IMAGES

1.23 FINAL ELEVATION PHOTOGRAPHS

1.24 HISTORIC PRESERVATION

1.25 PROJECT HEALTH AND SAFETY PLAN

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This page intentionally blank general requirements 01 00 02 - 1

SECTION 01 00 02 - GENERAL REQUIREMENTS (MINOR NCA PROJECTS)

1.1 GENERAL INTENTION

A. Contractor shall 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 Facility Renovation, Improvements, and Repairs Project Number

824IC3005, Woodlawn National Cemetery, Elmira, New York, as required by drawings and specifications.

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

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 shall 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 shall be not less than three work days unless otherwise designated by the COR.

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

F. Prior to commencing work, general contractor shall provide proof that a 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 shall, at the minimum, have successfully completed the 10-hour OSHA certified Construction Safety course and/or other relevant competency training, as determined by VA CP.

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

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 general requirements 01 00 02 - 2

B. ALTERNATE NO.1: ____________________________________________

C. ALTERNATE NO. 2:____________________________________________

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. After award of contract, 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 shall 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.

2. For working outside the “regular hours” as defined in the contract, The General Contractor shall give 3 days notice to the COR 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 COR. No photography of open graves, funerals and related activities and services, or visitors is allowed at any time.

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 shall provide unarmed guards at the project site after construction hours when theft or vandalism warrants.

general requirements 01 00 02 - 3

D. Key Control:

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

E. Document Control:

1. Before starting any work, the General Contractor/Sub Contractors shall 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 shall 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 COR upon request.

4. These security documents shall 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 shall be shredded and destroyed in a manner acceptable to the VA.

6. Notify COR immediately when there is a loss or compromise of “sensitive information.”

7. All electronic information shall 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 shall 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.

1.5 FIRE SAFETY

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):

E84-2009a Surface Burning Characteristics of Building Materials general requirements 01 00 02 - 4

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

B. Fire Safety Plan: 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 Directorfor review for compliance with contract 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 shall undergo a safety briefing provided by the General Contractor’s competent person per OSHA requirements. This briefing shall include information on the construction limits, safety guidelines, means of egress, break areas, work hours, locations of restrooms, use of NCA equipment, etc. Documentation shall be provided to the COR that individuals have undergone the Contractor’s safety briefing.

C. 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.

D. 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).

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

H. Egress Routes for Construction Workers: Maintain free and unobstructed egress. Inspect daily.

Report findings and corrective actions weekly to COR.

I. Fire Extinguishers: Provide and maintain extinguishers in construction areas and temporary storage areas in accordance with 29 CFR 1926, NFPA 241 and NFPA 10.

general requirements 01 00 02 - 5

J. Flammable and Combustible Liquids: Store, dispense and use liquids in accordance with 29 CFR

1926, NFPA 241 and NFPA 30.

K. Existing Fire Protection: Do not impair automatic sprinklers, smoke and heat detection, and fire alarm systems, except for portions immediately under construction, and temporarily for connections. Request interruptions in accordance with Article, OPERATIONS AND STORAGE

AREAS, and coordinate with COR. All existing or temporary fire protection systems (fire alarms) located in construction areas shall be tested as coordinated with the Cemetery. Parameters for the testing and results of any tests performed shall be recorded by the Cemetery and copies provided to the COR.

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

M. Hot Work: Perform and safeguard hot work operations in accordance with NFPA 241 and NFPA

51B. Coordinate with COR. Designate Contractor's responsible project-site fire prevention program manager to permit hot work. Coordinate with COR.

N. Fire Hazard Prevention and Safety Inspections: Inspect entire construction areas weekly.

Coordinate with, and report findings and corrective actions weekly to COR.

O. Smoking: Smoking is prohibited in all areas of buildings and the site.

P. Dispose of waste and debris in accordance with NFPA 241. Remove from buildings daily and site weekly.

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

1926.

1.6 OPERATIONS AND STORAGE AREAS

A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the COR. The Contractor shall 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 shall be built with labor and materials furnished by the Contractor without expense to the Government. The temporary buildings and general requirements 01 00 02 - 6 utilities shall remain the property of the Contractor and shall be removed by the Contractor at its expense upon completion of the work.

C. The Contractor shall, under regulations prescribed by the COR, use only established roadways.

When materials are transported in prosecuting the work, vehicles shall 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 shall protect them from damage. The Contractor shall 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 shall be 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. Workers 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.

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.

3. Where access by Cemetery personnel to vacated portions of buildings is not required, storage of Contractor's materials and equipment will be permitted subject to fire and safety requirements.

G. Phasing: To ensure such executions, the Contractor shall 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 shall 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

H. Maintenance Building will be occupied during performance of work; but immediate areas of alterations will be vacated.

general requirements 01 00 02 - 7

1. The Contractor shall take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction against dust and debris, so that equipment and affected areas to be used in the Cemetery’s operations will not be hindered. The Contractor shall permit access to Cemetery personnel through other construction areas which serve as routes of access to such affected areas and equipment.

Coordinate alteration work in areas occupied by Cemetery Staff so that Cemetery operations will continue during the construction period.

I. Construction Fence: Before construction operations begin, the Contractor shall provide a chain link construction fence, 2.1m (seven feet) 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 shall extend to 25mm(one inch) above grade. The temporary fencing shall 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. When a building is turned over to Contractor, Contractor shall accept entire responsibility therefore.

1. The Contractor shall maintain a minimum temperature of 4 degrees C (40 degrees F) at all times, except as otherwise specified.

2. The Contractor shall maintain in operating condition existing fire protection and alarm equipment. In connection with fire alarm equipment, the Contractor shall make arrangements for pre-inspection of the site with Fire Department or Company (Department of Veterans Affairs or municipal), whichever will be required to respond to an alarm from the Contractor's employee.

K. 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, wires, cables, etc. of utility services or of fire protection systems and communications systems

(including telephone), they shall be cut and capped at suitable places where shown; or, in general requirements 01 00 02 - 8 absence of such indication, where directed by COR. All such actions shall 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 shall be accomplished with all affected circuits or equipment de-energized. When an electrical outage cannot be accomplished, work on any energized circuits or equipment shall 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 and 27 05 11 REQUIREMENTS FOR COMMUNICATIONS INSTALLATIONS and

28 05 11 for additional requirements.

2. The Contractor shall 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 shall 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 shall 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 shall be the responsibility of the Government and not the

Contractor.

L. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes, and the like, and their hangers or supports, which are to be abandoned but are not required to be entirely removed, shall be sealed, capped, or plugged. The lines shall not be capped in finished areas, but shall 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.

general requirements 01 00 02 - 9

M. 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.

N. 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.

O. Coordination of Construction with Cemetery Director: The burial activities at a National

Cemetery shall take precedence over construction activities. The Contractor shall 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 shall not disturb the service. Trucks, equipment, and workers shall not pass through the service area during this period.

1. The Contractor is required to discontinue work sufficiently in advance of Easter Sunday, Mother's Day, Father's Day, Memorial Day, Veterans Day and/or Federal holidays, to permit

Contractor to clean up all areas of operation adjacent to existing burial plots before these dates.

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

1.7 ALTERATIONS

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

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.

general requirements 01 00 02 - 10

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

4. Shall 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, shall 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 shall make a thorough re-survey of the areas of buildings involved. They shall furnish a report on conditions then existing of surfaces as compared with conditions of same as noted in first condition survey report.

1. Re-survey report shall 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 workers in executing work of this contract.

D. Protection: Provide the following protective measures:

1. Wherever existing roof surfaces are disturbed, they shall be protected against water infiltration. In case of leaks, they shall be repaired immediately upon discovery.

2. 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.

3. 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 shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.

1.8 ENVIRONMENTAL CONTROLS

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

general requirements 01 00 02 - 11

1. Dampen debris to keep down dust and provide temporary construction partitions in existing structures where 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 shall be cleaned prior to final inspection.

1.9 DISPOSAL AND RETENTION

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

1. Reserved items which are to remain property of the Government are noted on drawings or in specifications and will be identified to Contractor by COR. Items that remain property of the Government shall 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 where directed by COR.

2. Items not reserved shall 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 shall 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.

4. PCB Transformers and Capacitors, if present: The Contractor shall be responsible for disposal of the Polychlorinated Biphenyl (PCB) transformers and capacitors. The transformers and capacitors shall be taken out of service and handled in accordance with the procedures of the Environmental Protection Agency (EPA) and the Department of

Transportation (DOT) as outlined in Code of Federal Regulation (CFR), Titled 40 and 49 general requirements 01 00 02 - 12 respectively. The EPA's Toxic Substance Control Act (TSCA) Compliance Program Policy Nos.

6-PCB-6 and 6-PCB-7 also apply. Upon removal of PCB transformers and capacitors for disposal, the "originator" copy of the Uniform Hazardous Waste Manifest (EPA Form

8700-22), along with the Uniform Hazardous Waste Manifest Continuation Sheet (EPA Form

8700-22A) shall be returned to the COR who will annotate the contract file and transmit the

Manifest to the Cemetery's Director.

a. Copies of the following listed CFR titles may be obtained from the Government Printing

Office:

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 263 Standards Applicable to Transporters of Hazardous Waste

40 CFR 761 PCB Manufacturing, Processing, Distribution in Commerce, and use Prohibitions

49 CFR 172 Hazardous Material tables and Hazardous Material

Communications Regulations

49 CFR 173 Shippers - General Requirements for Shipments and Packaging

49 CRR 173 Subpart A General

49 CFR 173 Subpart B Preparation of Hazardous Material for Transportation

49 CFR 173 Subpart J Other Regulated Material; Definitions and Preparation

TSCA Compliance Program Policy Nos. 6-PCB-6 and 6-PCB-7

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

IMPROVEMENTS

A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed. The

Contractor shall only remove trees when specifically authorized to do so, and shall not 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 workers, the Contractor shall trim those limbs or branches with a clean cut.

B. The Contractor shall 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 shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the general requirements 01 00 02 - 13 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.

1.11 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 work without approval of the COR. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the COR before it is disturbed.

Materials and workmanship used in restoring work, shall 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, shall 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 shall immediately restore to service and repair any damage caused by the Contractor's workers to existing piping and conduits, wires, cables, etc., 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).

general requirements 01 00 02 - 14

1.12 PHYSICAL DATA

A. Data and information furnished or referred to below is for the Contractor's information. The

Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration conducted by Terracon are shown diagrammatically on drawings.

C. A copy of the geotechnical report is an Appendix to these specifications and shall 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.

1.13 PROFESSIONAL SURVEYING SERVICES

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

1.14 LAYOUT OF WORK

A. The Contractor shall lay out the work from Government established base lines and bench marks indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The Contractor shall 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 shall be responsible for executing the work to the lines and grades that may be established or indicated by the COR. The Contractor shall also be responsible for maintaining and 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 general requirements 01 00 02 - 15 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 shall 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 shall 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 shall 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.

3. Lines and elevations of all outside distribution systems.

4. Lines of elevations of all swales and interment areas.

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

9. Northing/Easting coordinate locations and elevation of all water, sanitary, storm, gas and irrigation structures, directional fittings, control wire and lines.

general requirements 01 00 02 - 16

E. Upon completion of the work, the Contractor shall 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 shall bear the seal of the registered land surveyor or registered civil engineer.

F. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of Article "Professional Surveying Services".

1.15 AS-BUILT DRAWINGS

A. The Contractor shall 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 shall be shown in the same general detail as used in the contract drawings and shall be clear, legible, succinct, and oriented to the drawings. To ensure compliance, as-built drawings shall be made available for the COR's review, as often as requested.

C. The Contractor shall 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 shall also apply to all shop drawings.

1.16 USE OF ROADWAYS

A. For hauling, use only established public roads and designated permanent roads on Cemetery property.

B. When new permanent roads are to be a part of this contract, the Contractor may construct them immediately to facilitate building operations. These roads may be used by all who have business thereon within zone of building operations.

C. When certain buildings (or parts of certain buildings) are required to be completed in advance of general date of completion, all roads leading thereto must be completed and available for use at the time set for completion of such buildings or parts thereof.

1.18 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

A. Use of new installed mechanical and electrical equipment to provide heat, ventilation, plumbing, light and power will be permitted subject to compliance with the following provisions:

1. Permission to use each unit or system must be given by COR. If the equipment is not installed and maintained in accordance with the following provisions, the COR will withdraw permission for use of the equipment.

general requirements 01 00 02 - 17

2. Electrical installations used by the equipment shall be completed in accordance with the drawings and specifications to prevent damage to the equipment and the electrical systems, i.e. transformers, relays, circuit breakers, fuses, conductors, and their overload elements shall be properly sized, coordinated and adjusted. Voltage supplied to each item of equipment shall be verified to be correct and it shall be determined that motors are not overloaded. The electrical equipment shall be thoroughly cleaned before using it and again immediately before final inspection including vacuum cleaning and wiping clean interior and exterior surfaces.

3. Units shall be properly lubricated, balanced, and aligned. Vibrations must be eliminated.

4. Automatic temperature control systems for preheat coils shall function properly and all safety controls shall function to prevent coil freeze-up damage.

5. The air filtering system utilized shall be that which is designed for the system when complete, and all filter elements shall be replaced at completion of construction and prior to testing and balancing of system.

6. All components of heat production and distribution system, metering equipment, condensate returns, and other auxiliary facilities used in temporary service shall be cleaned prior to use; maintained to prevent corrosion internally and externally during use; and cleaned, maintained and inspected prior to acceptance by the Government.

B. Prior to final inspection, the equipment or parts used which show wear and tear beyond normal, shall be replaced with identical replacements, at no additional cost to the Government.

C. This paragraph shall not reduce the requirements of the mechanical and electrical specifications sections.

1.19 TEMPORARY TOILETS

A. Provide where directed by COR (for use of all Contractor's workers) ample temporary sanitary toilet accommodations with suitable sewer and water connections, or when approved by COR provide suitable dry closets where directed. Keep such places clean and free from flies, and all connections and appliances connected therewith are to be removed prior to completion of contract, and premises left perfectly clean.

1.20 AVAILABILITY AND USE OF UTILITY SERVICES

A. The Government shall make all reasonably required amounts of utilities available to the

Contractor from existing outlets and supplies, as specified in the contract. The amount to be general requirements 01 00 02 - 18 paid by the Contractor for chargeable electrical services shall be the prevailing rates charged to the Government. The Contractor shall carefully conserve any utilities furnished without charge.

B. The Contractor, at Contractor's expense and in a workmanlike manner satisfactory to the COR, shall install and maintain all necessary temporary connections and distribution lines, and all meters required to measure the amount of electricity used for the purpose of determining charges. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia.

C. The Contractor shall install meters at the Contractor's expense and furnish the Cemetery a monthly record of the Contractor's usage of electricity as hereinafter specified.

D. Heat: Furnish temporary heat necessary to prevent injury to work and materials through dampness and cold.