815CM3041 LINC Project Manual Spec Bk-01.pdf

PROJECT MANUAL

Issued for Construction

LONG ISLAND NATIONAL CEMETERY

Facil ity Renovation Project Number 815CM3041

Final Construction Documents

May 22, 2023

Prime Consultant:

Walker Federal Services, LLC

Subconsultants:

Charlotte Engineers Principal Engineering, Inc.

Hydro Designs, Inc.

ECS Mid−Atlantic, LLC

R&R Construction Services, Inc.

WFS

Long Island National Cemetery Final Construction Documents

Facility Renovation May 22, 2023

815CM3041 ISSUED FOR CONSTRUCTION

SIGNATURE PAGE 1

SIGNATURE PAGE

Architecture

Walker Federal Services, LLC.

I, Fan Wang, hereby certify that the following 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: 04 05 31, 05 50 00, 06 10

00, 06 20 00, 07 22 00, 07 31 13, 07 31 26, 07 71 00, 07 72 00, 07 92 00, 08

11 13, 08 14 00, 08 41 13, 08 71 00, 08 80 00, 09 06 00, 09 22 16, 09 29 00, 09 51 00, 09 65 13, 09 65 19, 09 68 00, 09 91 00, 10 21 13, 10 28 00, 10 44

13, 12 24 00

MEP Engineering

Charlotte Engineers

I, John Callahan, Jr. , hereby certify that the following 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: 22 05 11, 22

05 12, 22 05 19, 22 05 23, 22 05 33, 22 07 11, 22 11 00, 22 13 00, 22 34 00, 22 40 00, 23 05 11, 23 05 12, 23 05 41, 23 05 93, 23 07 11, 23 09 23, 23 11

23, 23 23 00, 23 31 00, 23 34 00, 23 37 00, 23 81 00, 23 81 43, 23 82 39, 23

83 23, 26 05 11, 26 05 19, 26 05 26, 26 05 33, 26 05 41, 26 05 73, 26 08 00, 26 22 00, 26 24 13, 26 24 16, 26 27 26, 26 29 11, 26 29 21, 26 41 00, 26 51

00, 26 56 00, 27 05 00, 27 05 26, 27 05 33, 27 08 00, 27 10 00, 27 11 00, 27

51 23, 28 05 00, 28 05 13, 28 05 26, 28 05 28.33, 28 08 00, 28 23 00, 28 31 00

Civil, Structural Engineering, Landscape Architecture

Principal Engineering, Inc.

I, Andre C. Monnot, hereby certify that the following 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: 01 00 02, 01

32 16.13, 01 33 23, 01 42 19, 01 45 29, 01 56 39, 01 57 19, 01 74 19, 01 81

13, 02 41 00, 03 30 53, 10 14 00, 31 20 00, 32 05 23, 32 12 16, 32 13 90, 32

17 10, 32 31 19, 32 33 00, 32 90 00

Irrigation Consulting

Hydro Designs, Inc.

I, Michael Krones, hereby certify that the following documents were prepared by me or under my direct supervision: 33 10 00, 33 21 00

-This page intentionally left blank-

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 00 Demolition and Site Clearing

02 82 11 Traditional Asbestos Abatement

02 82 13.31 Asbestos Transite-type Abatement

02 83 33.13 Lead-Based Paint Removal

03 05 00 Integral Waterproofing of Concrete

03 30 53 Cast-In-Place Concrete - Short Form

03 90 00 Concrete Restoration and Cleaning

04 03 10 Historic Masonry Cleaning

04 03 22 Historic Brick Unit Masonry Repair

04 03 23 Historic Brick Unit Masonry Repointing

04 20 00 Unit Masonry

04 43 00 Natural Stone Veneer

04 72 00 Cast Stone Masonry

05 03 72 Historic Decorative Metal Repair

05 50 00 Metal Fabrications

05 51 20 Aluminum Metal Canopy and Railings

05 73 00 Decorative Metal Railings

06 03 12 Historic Wood Repair

06 10 00 Rough Carpentry

06 15 33 Wood Patio Decking

TABLE OF CONTENTS 00 01 10 - 2

06 20 00 Finish Carpentry

07 01 50.19 Preparation for Reroofing

07 21 00 Thermal Insulation

07 31 13 Asphalt Shingles

07 31 26 Slate Shingles

07 60 00 Flashing and Sheet Metal

07 72 00 Roof Accessories

07 72 53 Snow Guards

07 92 00 Joint Sealants

08 03 14 Historic Treatment of Wood Doors

08 11 13 Hollow Metal Doors and Frames

08 14 00 Interior Wood Doors

08 33 23 Overhead Coiling Doors

08 41 13 Aluminum Framed Entrances and Storefronts

08 52 00 Wood Windows

08 71 00 Door Hardware

08 80 00 Glazing

08 90 00 Louvers and Vents

09 22 16 Non Structural Metal Framing

09 29 00 Gypsum Board

09 30 13 Ceramic Tiling

09 51 00 Acoustical Ceiling

09 65 13 Resilient Base and Accessories

09 65 19 Resilient Tile Flooring

09 91 00 Painting

10 14 00 Exterior Signage

10 14 05 Interior Signage

10 21 13 Toilet Compartments

10 28 00 Toilet and Bath Accessories

10 44 13 Fire Extinguisher Cabinets

10 56 13 Steel Shelving

12 24 00 Window Shades

12 36 61.16 Solid Surface Countertops

22 05 11 Common Work Results for Plumbing

22 05 12 General Motor Requirements for Plumbing Equipment

TABLE OF CONTENTS 00 01 10 - 3

22 05 19 Meters and Gages for Plumbing Piping

22 05 23 General-Duty Valves for Plumbing Piping

22 05 33 Heat Tracing for Plumbing Piping

22 07 11 Plumbing Insulation

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 12 General Motor Requirements for HVAC Equipment

23 05 41 Noise and Vibration Control for HVAC Piping and Equipment

23 05 93 Testing, Adjusting, and Balancing for HVAC

23 07 11 HVAC Insulation

23 09 23 Direct-Digital Control System for HVAC

23 11 23 Natural Gas

23 23 00 Refrigerant Piping

23 31 00 HVAC Ducts and Casings

23 34 00 HVAC Fans

23 37 00 Air Outlets and Inlets

23 52 25 Low-pressure Water Heating Boilers

23 81 00 Unitary HVAC Equipment

23 81 43 Air-Source Unitary Heat Pumps

23 82 39 Unit Heaters

23 83 23 Radiant Heating Electric Panels

26 05 11 Requirements for Electrical Installations

26 05 19 Low-Voltage Electrical Power Conductors and Cables

26 05 26 Grounding and Bonding for Electrical Systems

26 05 33 Raceway and Boxes for Electrical Systems

26 05 41 Underground Electrical Construction

26 05 73 Overcurrent Protective Device Coordination Study

26 22 00 Low-Voltage Transformers

26 24 16 Panelboards

26 27 26 Wiring Devices

26 29 11 Motor Controllers

26 29 21 Enclosed Switches and Circuit Breakers

26 41 00 Facility Lightning Protection

26 51 00 Interior Lighting

26 56 00 Exterior Lighting

TABLE OF CONTENTS 00 01 10 - 4

27 05 00 Common Work Results for Communications

27 05 26 Grounding and Bonding for Communications Systems

27 05 33 Conduits and Backboxes for Communications Systems

27 10 00 Structured Cabling

27 11 00 Communications Equipment Room Fittings

27 51 23 Intercommunication and Program Systems

28 23 00 Video Surveillance

28 31 00 Fire Detection and Alarm

31 20 00 Earth Moving

32 05 23 Cement and Concrete for Exterior Improvements

32 12 16 Asphalt Paving

32 17 10 Pavement Markings

32 13 90 Cast Iron Detectable Warning Plates

32 31 19 Decorative Metal Fences

32 33 00 Site Furnishings

32 90 00 Planting

33 01 10.81 Water Supply Well Abandonment

33 10 00 Water Utilities

33 11 13 Potable Water Supply Wells

33 21 00 Water Supply Well - Pumping & Control

Appendix I Geotechnical Report, May 20, 2022

Appendix II Hazardous Material Survey, July 28, 2021

Appendix III Irrigation Supply Well Desktop Evaluation, January 21, 2022

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-101 COVER SHEET

2 GI-102 INDEX OF SHEETS

3 GI-103 GENERAL NOTES

4 GI-104 OVERALL SITE PLAN

5 GI-105 OVERALL SITE PLAN

SITE

SURVEY

6 VF-101 EXISTING CONDITIONS SURVEY

7 VF-102 EXISTING CONDITIONS SURVEY

8 VF-103 EXISTING CONDITIONS SURVEY

9 VF-104 EXISTING CONDITIONS SURVEY

10 VF-105 EXISTING CONDITIONS SURVEY

11 VF-201 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

12 VF-202 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

13 VF-203 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

14 VF-204 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

15 VF-205 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

16 VF-206 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

17 VF-207 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

18 VF-208 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

19 VF-209 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

20 VF-210 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

21 VF-211 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

22 VF-212 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

23 VF-213 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

24 VF-214 EXISTING CONDITIONS SURVEY - ENLARGEMENTS

EROSION AND SEDIMENT CONTROL

25 CE-101 EROSION AND SEDIMENT CONTROL PLAN - CORTEGE LANE

26 CE-201 EROSION AND SEDIMENT CONTROL DETAILS

DEMOLITION

27 CD-101 DEMOLITION PLAN - CORTEGE LANE

28 CD-102 DEMOLITION PLAN

PAVEMENT

29 CP-101 PAVEMENT REPAIR PLAN - NORTH

30 CP-102 PAVEMENT REPAIR PLAN - WEST

31 CP-103 PAVEMENT REPAIR PLAN - EAST

32 CP-104 PAVEMENT REPAIR PLAN - SOUTH WEST

33 CP-105 PAVEMENT REPAIR PLAN - SOUTH EAST

34 CP-201 PAVING PLAN AND PROFILE - CORTEGE LANE

35 CP-202 PAVING PLAN AND SECTION - GATE 5 DRIVE APRON

LIST OF DRAWINGS 00 01 15 - 2

36 CP-301 PAVING DETAILS

37 CP-302 PAVING DETAILS

GRADING AND DRAINAGE

38 CG-101 GRADING AND DRAINAGE PLAN - CORTEGE LANE

39 CG-102 GRADING PLAN - LODGE

40 CG-103 GRADING PLAN - RESTROOM BUILDING

41 CG-104 GRADING PLAN - WATER WELL

STORMWATER MANAGEMENT

42 CS-101 STORMWATER MANAGEMENT PLAN

43 CS-201 STORMWATER MANAGEMENT DETAILS

SITE DEMOLITION

44 LD-101 SITE DEMOLITION PLAN

45 LD-102 SITE DEMOLITION PLAN

46 LD-103 SITE DEMOLITION PLAN

47 LD-104 SITE DEMOLITION PLAN

48 LD-105 SITE DEMOLITION PLAN

49 LD-201 SITE DEMOLITION PHOTOGRAPHS

SITE DEVELOPMENT

50 LS-101 SITE DEVELOPMENT PLAN

51 LS-102 SITE DEVELOPMENT PLAN

52 LS-103 SITE DEVELOPMENT PLAN

53 LS-104 SITE DEVELOPMENT PLAN

54 LS-105 SITE DEVELOPMENT PLAN

55 LS-201 SITE DEVELOPMENT PLAN - SITE SIGNAGE

56 LS-202 SITE DEVELOPMENT PLAN - SITE SIGNAGE

57 LS-203 SITE DEVELOPMENT PLAN - SITE SIGNAGE

58 LS-204 SITE DEVELOPMENT PLAN - SITE SIGNAGE

59 LS-205 SITE DEVELOPMENT PLAN - SITE SIGNAGE

60 LS-301 SITE DEVELOPMENT PLAN - ENLARGEMENTS

61 LS-302 SITE DEVELOPMENT PLAN - ENLARGEMENTS

62 LS-303 SITE DEVELOPMENT PLAN - ENLARGEMENTS

63 LS-304 SITE DEVELOPMENT PLAN - ENLARGEMENTS

64 LS-305 SITE DEVELOPMENT PLAN - ENLARGEMENTS

65 LS-306 SITE DEVELOPMENT PLAN - ENLARGEMENTS

66 LS-307 SITE DEVELOPMENT PLAN - ENLARGEMENTS

67 LS-308 SITE DEVELOPMENT PLAN - ENLARGEMENTS

68 LS-309 SITE DEVELOPMENT PLAN - ENLARGEMENTS

69 LS-310 SITE DEVELOPMENT PLAN - ENLARGEMENTS

70 LS-401 SITE DEVELOPMENT PLAN - DETAILS

71 LS-402 SITE DEVELOPMENT PLAN - DETAILS

72 LS-403 SITE DEVELOPMENT PLAN - DETAILS

73 LS-404 SITE DEVELOPMENT PLAN - DETAILS

74 LS-405 SITE DEVELOPMENT PLAN - DETAILS

75 LS-406 SITE DEVELOPMENT PLAN - DETAILS

76 LS-407 SITE DEVELOPMENT PLAN - DETAILS

77 LS-408 SITE DEVELOPMENT PLAN - DETAILS

LIST OF DRAWINGS 00 01 15 - 3

78 LS-409 SITE DEVELOPMENT PLAN - DETAILS

79 LS-410 SITE DEVELOPMENT PLAN - DETAILS

80 LS-411 SITE DEVELOPMENT PLAN - DETAILS

81 LS-412 SITE DEVELOPMENT PLAN - DETAILS

82 LS-413 SITE DEVELOPMENT PLAN - DETAILS

83 LS-414 SITE DEVELOPMENT PLAN - DETAILS

84 LS-415 SITE DEVELOPMENT PLAN - DETAILS

PLANTING

85 LP-101 PLANTING PLAN

86 LP-201 PLANT DETAILS & PLANT SCHEDULE

IRRIGATION WATER WELL

87 I-101 IRRIGATION WATER WELL - SITE PLAN

88 I-401 IRRIGATION PUMP HOUSE - 1972 MECHANICAL

89 I-501 IRRIGATION WATER WELL - DETAILS

ARCHITECTURAL

GENERAL

90 A-001 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

91 A-101 BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN: DIRECTOR'S LODGE

92 A-102 BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN: RESTROOM BUILDING

93 A-103 BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN: MAINTENANCE BUILDING

94 A-104 BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN: PUMP HOUSE

95 A-105 BUILDING CODE ANALYSIS AND LIFE SAFETY PLAN: PUBLIC INFORMATION CENTER

DEMOLITION

96 AD-111 DIRECTOR'S LODGE: BASEMENT FLOOR AND CEILING DEMOLITION PLANS

97 AD-112 DIRECTOR'S LODGE: GROUND LEVEL FLOOR AND CEILING DEMOLITION PLANS

98 AD-113 DIRECTOR'S LODGE: SECOND, ATTIC AND ROOF LEVELS DEMOLITION PLANS

99 AD-131 DIRECTOR’S LODGE: SOUTH, EAST, WEST EXTERIOR ELEVATIONS DEMOLITION

100 AD-132 DIRECTOR’S LODGE: NORTH ELEVATION DEMOLITION

101 AD-211 PUBLIC INFORMATION CENTER: FLOOR AND CEILING DEMOLITION PLANS

102 AD-231 PUBLIC INFORMATION CENTER: EXTERIOR ELEVATIONS DEMOLITION

103 AD-311 PUBLIC RESTROOMS: DEMOLITION FLOOR, CEILING & ROOF PLANS

104 AD-331 PUBLIC RESTROOMS: DEMOLITION ELEVATIONS

105 AD-411 MAINTENANCE BUILDING: DEMOLITION FLOOR PLAN

106 AD-412 MAINTENANCE BUILDING: DEMOLITION CEILING PLAN

107 AD-413 MAINTENANCE BUILDING: DEMOLITION ROOF PLAN

108 AD-431 MAINTENANCE BUILDING: DEMOLITION ELEVATIONS

109 AD-511 PUMP HOUSE: DEMOLITION FLOOR AND ROOF PLANS

110 AD-522 PUMP HOUSE: DEMOLITION ELEVATIONS

111 AD-611 COMMITTAL SHELTER A: FLOOR, CEILING AND ROOF DEMOLITION PLANS

112 AD-612 COMMITTAL SHELTER B: FLOOR, CEILING AND ROOF DEMOLITION PLANS

113 AD-631 COMMITTAL SHELTER A: EXTERIOR ELEVATIONS DEMOLITION

114 AD-632 COMMITTAL SHELTER B: EXTERIOR ELEVATIONS DEMOLITION

115 AD-701 COLUMBARIUM PLAZA A: DEMOLITION ELEVATIONS

116 AD-702 COLUMBARIUM PLAZA A: DEMOLITION DETAILS

DIRECTOR'S LODGE

117 AE-111 DIRECTOR'S LODGE: BASEMENT LEVEL FLOOR AND CEILING PLANS

LIST OF DRAWINGS 00 01 15 - 4

118 AE-112 DIRECTOR'S LODGE: GROUND FLOOR PLAN

119 AE-113 DIRECTOR'S LODGE: GROUND LEVEL CEILING PLAN

120 AE-114 DIRECTOR'S LODGE: SECOND & ATTIC LEVEL FLOOR & CEILING PLANS

121 AE-115 DIRECTOR'S LODGE: ENLARGED INTERIOR PLANS AND ELEVATIONS

122 AE-116 DIRECTOR'S LODGE: ENLARGED RAMP DECK PLAN AND ELEVATIONS

123 AE-117 DIRECTOR'S LODGE: DECK AND RAMP DETAILS

124 AE-118 DIRECTOR'S LODGE: STAIR DETAILS

PUBLIC INFORMATION CENTER

125 AE-211 PUBLIC INFORMATION CENTER: BASEMENT AND ROOF PLANS

126 AE-212 PUBLIC INFORMATION CENTER: GROUND LEVEL FLOOR AND CEILING PLANS

127 AE-213 PUBLIC INFORMATION CENTER: FURNITURE AND FINISH PLANS

128 AE-221 PUBLIC INFORMATION CENTER: ENLARGED INTERIOR PLANS AND ELEVATIONS

129 AE-231 PUBLIC INFORMATION CENTER: EXTERIOR ELEVATIONS

130 AE-232 PUBLIC INFORMATION CENTER: EXTERIOR RAMP AND CANOPY ENLARGED PLANS

131 AE-233 PUBLIC INFORMATION CENTER: EXTERIOR RAMP AND CANOPY ENLARGED DETAILS

PUBLIC RESTROOMS

132 AE-311 PUBLIC RESTROOMS: FLOOR PLAN

133 AE-312 PUBLIC RESTROOMS: CEILING, ROOF & FINISH PLANS

134 AE-321 PUBLIC RESTROOMS: INTERIOR ELEVATIONS

135 AE-331 PUBLIC RESTROOMS: EXTERIOR ELEVATIONS

MAINTENANCE BUILDING

136 AE-411 MAINTENANCE BUILDING: FLOOR PLAN

137 AE-421 MAINTENANCE BUILDING: REFLECTED CEILING PLAN

138 AE-422 MAINTENANCE BUILDING: ROOF PLAN

139 AE-423 MAINTENANCE BUILDING: EXTERIOR ELEVATIONS

140 AE-431 MAINTENANCE BUILDING: INTERIOR ELEVATIONS

PUMP HOUSE

141 AE-511 PUMP HOUSE: BASEMENT & GROUND LEVELS FLOOR PLANS

142 AE-512 PUMP HOUSE: ROOF - PLAN, ELEVATIONS & ROOF REPAIR DETAIL

143 AE-521 PUMP HOUSE: BASEMENT & GROUND LEVELS REFLECTED CEILING PLANS

144 AE-531 PUMP HOUSE: EXTERIOR ELEVATIONS

COMMITTAL SERVICE SHELTERS A & B

145 AE-611 COMMITTAL SHELTER A: FLOOR, CEILING AND ROOF PLANS

146 AE-612 COMMITTAL SHELTER B: FLOOR, CEILING AND ROOF PLANS

147 AE-621 COMMITTAL SHELTER A & B: INTERIOR ELEVATIONS

148 AE-622 COMMITTAL SHELTER DETAILS

149 AE-631 COMMITTAL SHELTER A: EXTERIOR ELEVATIONS

150 AE-632 COMMITTAL SHELTER B: EXTERIOR ELEVATIONS

DETAILS

151 AE-800 DETAILS: GENERAL

152 AE-801 DETAILS: GENERAL

153 AE-802 SCHEDULES: DOORS

154 AE-803 SCHEDULES: DOOR & WINDOW DETAILS

155 AE-804 SCHEDULES: PARTITION TYPES AND WINDOW

156 AE-805 SCHEDULES: FINISHES, RESTROOM ACCESSORIES AND EQUIPMENT

FINISH BOARDS

LIST OF DRAWINGS 00 01 15 - 5

157 AE-901 DIRECTOR'S LODGE: BASEMENT FINISHES

158 AE-902 DIRECTOR'S LODGE: GROUND LEVEL FINISHES

159 AE-903 DIRECTOR'S LODGE: BATHROOMS FINISHES

160 AE-904 DIRECTOR'S LODGE: RAMP AND DECK FINISHES

161 AE-905 PUBLIC INFORMATION CENTER: FINISHES

162 AE-906 RESTROOM BUILDING: FINISHES

MECHANICAL

GENERAL

163 M-001 ABBREVIATIONS AND SYMBOLS

164 M-002 MECHANICAL - DETAILS

165 M-100 MECHANICAL SCHEDULES - DIRECTOR'S LODGE

DEMOLITION

166 MD-110 DIRECTOR'S LODGE - BASEMENT LEVEL - EAST - FLOOR PLAN - DEMOLITION

167 MD-111 DIRECTORS LODGE - BASEMENT LEVEL - WEST - FLOOR PLAN - DEMOLITION

168 MD-112 DIRECTORS LODGE - GROUND LEVEL - EAST - FLOOR PLAN - DEMOLITION

169 MD-113 DIRECTORS LODGE - GROUND LEVEL - WEST - FLOOR PLAN - DEMOLITION

170 MD-114 DIRECTORS LODGE - SECOND LEVEL - FLOOR PLAN - DEMOLITION

171 MD-115 DIRECTORS LODGE - ATTIC - FLOOR PLAN - DEMOLITION

172 MD-210 PUBLIC INFORMATION CENTER - BASEMENT LEVEL - FLOOR PLAN - DEMOLITION

173 MD-211 PUBLIC INFORMATION CENTER - GROUND LEVEL - FLOOR PLAN

174 MD-311 PUBLIC RESTROOMS - FLOOR PLAN - DEMOLITION

175 MD-312 PUBLIC RESTROOMS - ROOF PLAN - MECHANICAL DEMOLITION

176 MD-411 MAINTENANCE BUILDING - FLOOR PLAN - DEMOLITION

177 MD-412 MAINTENANCE BUILDING - ROOF PLAN - DEMOLITION

178 MD-511 PUMP HOUSE - BASEMENT & GROUND LEVEL - FLOOR PLAN - DEMOLITION

HVAC

179 MH-111 DIRECTORS LODGE - BASEMENT LEVEL - FLOOR PLAN - WEST - HVAC

180 MH-112 DIRECTORS LODGE - GROUND LEVEL - FLOOR PLAN - EAST - HVAC

181 MH-113 DIRECTORS LODGE - GROUND LEVEL - FLOOR PLAN - WEST - HVAC

182 MH-114 DIRECTORS LODGE - SECOND LEVEL - FLOOR PLAN - HVAC

183 MH-115 DIRECTORS LODGE - ATTIC LEVEL - FLOOR PLAN - HVAC

184 MH-210 PUBLIC INFORMATION CENTER - BASEMENT LEVEL - MECHANICAL - HVAC

185 MH-211 PUBLIC INFORMATION CENTER - GROUND LEVEL - FLOOR PLAN - HVAC

186 MH-212 PUBLIC INFORMATION CENTER - ROOF PLAN - HVAC

187 MH-311 PUBLIC RESTROOMS - GROUND LEVEL - FLOOR PLAN - HVAC

188 MH-312 PUBLIC RESTROOMS - ROOF PLAN - HHVAC

189 MH-411 MAINTENANCE BUILDING - GROUND FLOOR - FLOOR PLAN - HVAC

190 MH-412 MAINTENANCE BUILDING - ROOF PLAN - HVAC

191 MH-511 PUMP HOUSE - BASEMENT, GROUND AND ROOF - FLOOR PLAN - HVAC

MECHANICAL PIPING

192 MP-110 DIRECTORS LODGE - BASEMENT LEVEL - FLOOR PLAN - EAST - PIPING

193 MP-111 DIRECTORS LODGE - BASEMENT LEVEL - FLOOR PLAN - WEST - PIPING

194 MP-112 DIRECTORS LODGE - GROUND LEVEL - FLOOR PLAN - EAST - PIPING

195 MP-113 DIRECTORS LODGE - GROUND LEVEL - FLOOR PLAN - WEST - PIPING

196 MP-114 DIRECTORS LODGE - SECOND LEVEL- FLOOR PLAN - PIPING

197 MP-311 PUBLIC RESTROOMS - GROUND LEVEL - FLOOR PLAN - PIPING

LIST OF DRAWINGS 00 01 15 - 6

198 MP-411 MAINTENANCE BUILDING - GROUND LEVEL - FLOOR PLAN - PIPING

ELECTRICAL

GENERAL

199 E-001 SYMBOLS, LEGENDS, NOTES, AND DRAWING INDEX

200 E-002 DETAILS

201 E-003 LIGHTNING DETAILS

202 E-004 LUMINAIRE SCHEDULE AND RISER DIAGRAM - DIRECTOR'S LODGE

203 E-005 LUMINAIRE SCHEDULE AND RISER DIAGRAM - PUBLIC INFORMATION CENTER

204 E-006 LUMINAIRE SCHEDULE AND RISER DIAGRAM - PUBLIC RESTROOMS

205 E-007 LUMINAIRE SCHEDULE AND RISER DIAGRAM - MAINTENANCE BUILDING

206 E-008 LUMINAIRE SCHEDULE AND RISER DIAGRAM - PUMP HOUSE

207 E-009 LUMINAIRE SCHEDULE AND RISER DIAGRAM - COMMITTAL SHELTERS

208 E-010 OVERALL SITE PLAN

DEMOLITION

209 ED-110 DIRECTOR'S LODGE - BASEMENT LEVEL - EAST - DEMOLITION

210 ED-111 DIRECTORS LODGE - BASEMENT LEVEL - -WEST - DEMOLITION

211 ED-112 DIRECTORS LODGE - GROUND LEVEL - EAST - DEMOLITION

212 ED-113 DIRECTORS LODGE - GROUND LEVEL - WEST - DEMOLITION

213 ED-114 DIRECTORS LODGE - SECOND LEVEL - DEMOLITION

214 ED-115 DIRECTORS LODGE - ATTIC LEVEL - DEMOLITION

215 ED-116 DIRECTORS LODGE - ROOF PLAN-EAST - DEMOLITION

216 ED-117 DIRECTORS LODGE - ROOF PLAN-WEST - DEMOLITION

217 ED-210 PUBLIC INFORMATION CENTER - BASEMENT LEVEL - DEMOLITION

218 ED-211 PUBLIC INFORMATION CENTER - GROUND LEVEL - DEMOLITION

219 ED-212 PUBLIC INFORMATION CENTER - ROOF PLAN - DEMOLITION

220 ED-311 PUBLIC RESTROOMS - GROUND LEVEL - DEMOLITION

221 ED-312 PUBLIC RESTROOMS - ROOF PLAN - DEMOLITION

222 ED-411 MAINTENANCE BUILDING - GROUND LEVEL - DEMOLITION

223 ED-412 MAINTENANCE BUILDING - ROOF PLAN - DEMOLITION

224 ED-510 PUMP HOUSE - BASEMENT & GROUND LEVEL - DEMOLITION

225 ED-611 COMMITTAL SHELTER A - DEMOLITION

226 ED-612 COMMITTAL SHELTER B - DEMOLITION

LIGHTING

227 EL-110 DIRECTORS LODGE - BASEMENT LEVEL - EAST - LIGHTING

228 EL-111 DIRECTORS LODGE - BASEMENT LEVEL - WEST - LIGHTING

229 EL-112 DIRECTORS LODGE - GROUND LEVEL - EAST - LIGHTING

230 EL-113 DIRECTORS LODGE - GROUND LEVEL - WEST - LIGHTING

231 EL-114 DIRECTORS LODGE - SECOND LEVEL - LIGHTING

232 EL-115 DIRECTORS LODGE - ATTIC LEVEL - LIGHTING

233 EL-210 PUBLIC INFORMATION CENTER - BASEMENT LEVEL - LIGHTING

234 EL-211 PUBLIC INFORMATION CENTER - GROUND LEVEL - LIGHTING

235 EL-311 PUBLIC RESTROOMS - GROUND LEVEL - LIGHTING

236 EL-411 MAINTENANCE BUILDING - GROUND LEVEL - LIGHTING

237 EL-510 PUMP HOUSE - BASEMENT & GROUND LEVEL - LIGHTING

238 EL-611 COMMITTAL SHELTER A - LIGHTING

239 EL-612 COMMITTAL SHELTER B - LIGHTING

LIST OF DRAWINGS 00 01 15 - 7

POWER

240 EP-110 DIRECTORS LODGE - BASEMENT LEVEL - EAST - POWER

241 EP-111 DIRECTORS LODGE - BASEMENT LEVEL - WEST - POWER

242 EP-112 DIRECTORS LODGE - GROUND LEVEL - EAST - POWER

243 EP-113 DIRECTORS LODGE - GROUND LEVEL - WEST - POWER

244 EP-114 DIRECTORS LODGE - SECOND LEVEL - POWER

245 EP-115 DIRECTORS LODGE - ATTIC LEVEL - POWER

246 EP-116 DIRECTORS LODGE - ROOF PLAN-EAST - POWER

247 EP-117 DIRECTORS LODGE - ROOF PLAN-WEST - POWER

248 EP-210 PUBLIC INFORMATION CENTER - BASEMENT LEVEL - POWER

249 EP-211 PUBLIC INFORMATION CENTER - GROUND LEVEL - POWER

250 EP-212 PUBLIC INFORMATION CENTER - ROOF PLAN - POWER

251 EP-311 PUBLIC RESTROOMS - GROUND LEVEL - POWER

252 EP-312 PUBLIC RESTROOMS - ROOF PLAN - POWER

253 EP-313 PUBLIC RESTROOMS - TEMPORARY POWER

254 EP-411 MAINTENANCE BUILDING - GROUND LEVEL - NORTH - POWER

255 EP-412 MAINTENANCE BUILDING - GROUND LEVEL - EAST - POWER

256 EP-413 MAINTENANCE BUILDING - GROUND LEVEL - WEST - POWER

257 EP-414 MAINTENANCE BUILDING - ROOF PLAN - POWER

258 EP-510 PUMP HOUSE - BASEMENT LEVEL & GROUND LEVEL & ROOF - POWER

259 EP-611 COMMITTAL SHELTER A - GROUND LEVEL - POWER

260 EP-612 COMMITTAL SHELTER B - GROUND LEVEL - POWER

261 EP-711 IRRIGATION WELL - POWER

TELECOMMUNICATIONS

262 ET-110 DIRECTOR'S LODGE - BASEMENT LEVEL - EAST - TELECOMMUNICATIONS

263 ET-111 DIRECTOR'S LODGE - BASEMENT LEVEL - WEST - TELECOMMUNICATIONS

264 ET-112 DIRECTOR'S LODGE - GROUND LEVEL - EAST - TELECOMMUNICATIONS

265 ET-113 DIRECTOR'S LODGE - GROUND LEVEL - WEST - TELECOMMUNICATIONS

266 ET-114 DIRECTOR'S LODGE - SECOND LEVEL - TELECOMMUNICATIONS

267 ET-210 PUBLIC INFORMATION CENTER - BASEMENT LEVEL - TELECOMMUNICATIONS

268 ET-211 PUBLIC INFORMATION CENTER - GROUND LEVEL - TELECOMMUNICATIONS

269 ET-311 PUBLIC RESTROOMS - GROUND LEVEL - TELECOMMUNICATIONS

PLUMBING

GENERAL

270 P-001 PLUMBING - ABBREVIATIONS, SCHEDULES AND SYMBOLS

271 P-002 PLUMBING - DETAILS

DEMOLITION

272 PD-110 DIRECTORS LODGE - PLUMBING - BASEMENT LEVEL - FLOOR PLAN EAST - DEMOLITION

273 PD-111 DIRECTORS LODGE - PLUMBING - BASEMENT LEVEL - FLOOR PLAN WEST - DEMOLITION

274 PD-112 DIRECTORS LODGE - PLUMBING - GROUND LEVEL - FLOOR PLAN EAST - DEMOLITION

275 PD-113 DIRECTORS LODGE - PLUMBING - GROUND LEVEL - FLOOR PLAN WEST - DEMOLITION

276 PD-114 DIRECTORS LODGE - PLUMBING - SECOND LEVEL - FLOOR PLAN - DEMOLITION

277 PD-211 PUBLIC INFORMATION CENTER - PLUMBING - GROUND LEVEL - FLOOR PLAN - DEMOLITION

278 PD-311 PUBLIC RESTROOMS - PLUMBING - GROUND LEVEL - FLOOR PLAN - DEMOLITION

NEW WORK

279 PP-110 DIRECTORS LODGE - PLUMBING - BASEMENT LEVEL - FLOOR PLAN EAST

LIST OF DRAWINGS 00 01 15 - 8

280 PP-111 DIRECTORS LODGE - PLUMBING - BASEMENT LEVEL - FLOOR PLAN WEST

281 PP-112 DIRECTORS LODGE - PLUMBING - GROUND LEVEL - FLOOR PLAN EAST

282 PP-113 DIRECTORS LODGE - PLUMBING - GROUND LEVEL - FLOOR PLAN WEST

283 PP-114 DIRECTORS LODGE - PLUMBING - SECOND LEVEL - FLOOR PLAN

284 PP-211 PUBLIC INFORMATION CENTER - PLUMBING - GROUND LEVEL - FLOOR PLAN - GRAVITY

285 PP-212 PUBLIC INFORMATION CENTER - PLUMBING - GROUND LEVEL - FLOOR PLAN - PRESSURE

286 PP-311 PUBLIC RESTROOMS - PLUMBING - GROUND LEVEL - FLOOR PLAN - GRAVITY

287 PP-312 PUBLIC RESTROOMS - PLUMBING - GROUND LEVEL - FLOOR PLAN - PRESSURE

288 PP-313 PUBLIC RESTROOMS - TEMPORARY PLUMBING

FIRE ALARM

289 FA-001 SYMBOLS, NOTES, ABBREVIATIONS, AND DRAWING INDEX

290 FA-002 DETAILS AND MATRIX

291 FA-110 DIRECTORS LODGE - BASEMENT & GROUND LEVEL - FIRE ALARM

292 FA-111 DIRECTORS LODGE - SECOND & ATTIC LEVEL - FIRE ALARM

STRUCTURAL

293 S-101 STRUCTURAL NOTES

294 S-201 STRUCTURAL DETAILS

295 S-202 STRUCTURAL DETAILS

296 S-203 STRUCTURAL 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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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

815CM3041, Long Island National Cemetery, Farmingdale, 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: Performance of all work shown on the plans and described in the specifications.

1. Base Bid:

a. Committal Service Shelters A and B renovation.

GENERAL REQUIREMENTS 01 00 02 - 2

b. Public Restroom/Comfort Station restoration and renovation, including adjacent sidewalks and temporary modular public restroom building(s).

c. Columbarium Plaza A repairs and improvements, including adjacent new benches and bench pads.

d. Irrigation Well, including tie-in to existing water distributions system, adjacent rails, and decommissioning existing well. Provide the following subdivided line item cost units:

Item Description Unit

1 Mobilization and Demobilization Lump Sum

2 All-Weather Pad and Pad Preparation Lump Sum

3 Well Installation Plan & Pre-Drilling Submittals Lump Sum

4 Geologist Oversight / Logging / Formation Sampling Per Day

5 34-inch Borehole Drilling (0–50 feet) Linear Foot

6 26-inch Borehole Drilling (50–300 feet) Linear Foot

7 26-inch Borehole Drilling (300+ feet) Linear Foot

8 Furnish and Install 27-inch Steel Surface Casing Linear Foot

9 Furnish and Install 18-inch Steel Production Casing Linear Foot

Furnish and Install 18-inch Stainless Steel Wire-Wrap Well Screen

(includes E-309 cathodic protection at junction with production casing) Linear Foot

11 Furnish and Install 18-inch Stainless Steel Screen Sump Casing Linear Foot

12 Furnish and Install 1.25-inch Stainless Steel Water Level Measuring Tube Linear Foot

Furnish and Install Neat Cement Grout Annular Seal

(includes grouting 27-inch and 18-inch casing) Linear Foot

Furnish and Install Bentonite Grout Annular Seal

(includes grouting 18-inch casing) Linear Foot

Furnish and Install Filter Sand Pack

(includes placement around 18" screen/casing) Linear Foot

Drilling Fluid, Formation Sample, and Sand Pack Testing Lump Sum

16 Furnish and Install Centralizers at 60-foot Interval Per Set

17 Geophysical Logging Lump Sum

18 Well Development with Rig Hour

19 Install/Remove Test Pump Lump Sum

20 Well Development with Test Pump Hour

21 Well Disinfection Lump Sum

Step-Drawdown Pumping Test (includes furnishing and installing testing equipment and discharge piping) Hour

23 Constant-Rate Pumping Test Hour

24 Water Quality Sampling Lump Sum

25 Mud/Cuttings/Debris Disposal Lump Sum

26 Well Survey Lump Sum

Final Submittals (Borehole Log, Installation Diagram, Well Completion Report, Well Development Records, Geophysical Logs, Hydrogeologic Report, Test

Results, Project Photographs, Survey Maps)

Lump Sum

e. Pump House renovation.

GENERAL REQUIREMENTS 01 00 02 - 3

f. Cemetery Signage, including demolition of indicated existing signs, finished grade repairs, and turf repairs. Excludes SC.x Cortege signage.

g. Section Monuments, including demolition of existing monuments, finished grade repairs, and turf repairs.

h. Flower Watering Stations, including demolition of indicated hydrants, posts/bollards, pads, and appurtenances.

i. Maintenance Building Renovations.

j. Public Information Center, including related railings and stair/ramp entries.

k. Cortege Lanes, including existing pavement milling/overlay, curb & gutter, SC.x

Cortege signage.

l. Bronze Plaques restoration.

m. Director’s Lodge renovations, including entry steps/railings, adjacent sidewalks, finished grade repairs, turf repair, deck replacement, planter replacement, and new plantings.

n. Road and Stormwater repairs, excluding those associated with Cortege Lanes, above.

B. Provide the following with bid submission:

1. Narrative Plan Of Hazardous Materials Work, signed and dated by the general contractor's project manager and an officer in the company, witnessed by a state-certified notary public.

Include how contractor will handle the hazardous materials. Include a written acknowledgement that contractor has reviewed the entirety of the contract documents, including all items relevant and potentially relevant to hazardous materials, that Plan and fees include all work required under the contract documents, whether directly or indirectly by reference such as nationally- and industry- recognized standards and the rules, regulations, and laws of local, state, and federal authorities having jurisdiction.

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

B. Security Procedures:

GENERAL REQUIREMENTS 01 00 02 - 4

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.

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.

GENERAL REQUIREMENTS 01 00 02 - 5

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

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 Director for 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

GENERAL REQUIREMENTS 01 00 02 - 6

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).

E. Temporary Construction Partitions:

1. Install and maintain temporary construction partitions to provide smoke-tight separations between interior construction areas and adjoining occupied interior areas. Construct partitions of gypsum board or treated plywood (flame spread rating of 25 or less in accordance with ASTM E84) on both sides of fire retardant treated wood or metal steel studs. Extend the partitions through suspended ceilings to floor slab deck or roof. Seal joints and penetrations. At door openings, install Class C, ¾ hour fire/smoke rated doors with self-closing devices.

2. Close openings in smoke barriers and fire-rated construction to maintain fire ratings. Seal penetrations with listed through-penetration firestop materials.

F. Temporary Heating and Electrical: Install, use and maintain installations in accordance with 29

CFR 1926, NFPA 241 and NFPA 70.

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.

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

1926, NFPA 241 and NFPA 30.

GENERAL REQUIREMENTS 01 00 02 - 7

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.

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

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

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

N. Dispose of waste and debris in accordance with NFPA 241. Remove from buildings daily and/site weekly and as directed by COR.

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

1926.

1.6 OPERATIONS AND STORAGE AREAS

A. 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 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, at the Contractor’s own expense and liability, arrange authorized use and improvement of adjacent private property for site access and storage. Following completion of

GENERAL REQUIREMENTS 01 00 02 - 8

Work, Contractor shall return private property used by Contractor to previous condition, as determined and accepted by private property’s owner.

D. The Contractor shallCOR not use Cemetery roads at any time, except as specifically authorized by COR.COR.

E. 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)

F. Working space and space available on Government property 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.

G. Workers are subject to rules of the Cemetery applicable to their conduct.

H. Execute work so as to interfere as little as possible with normal functioning of Cemetery as a whole, including funeral and interment services, 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. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by the Cemetery in quantities sufficient for not more than two work days. 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 phasing dates on which the Contractor intends to accomplish work in each Bid

Item or portion thereof. In addition, the Contractor shall notify the COR two weeks in advance of the proposed date of starting work in each Bid Item or portion thereof. Arrange such dates to ensure accomplishment of this work in successive phases mutually agreeable to the Cemetery

Director, COR and Contractor.

GENERAL REQUIREMENTS 01 00 02 - 9

. The Director’s Lodge and Maintenance Building will be occupied during performance of work;

but immediate areas of alterations will be vacated.

1. 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. 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 areas 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 secure materials and equipment and 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.

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 utility systems, they shall be cut and

GENERAL REQUIREMENTS 01 00 02 - 10

capped at suitable places where shown; or, in absence of such indication, where directed by

COR. All such actions shall be coordinated with the Utility Company involved.

1. No utility service may be interrupted without prior approval of COR.

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.

K. 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.

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 Work affects existing roads, at least one lane must be open to traffic at all times.

Provide safety signage, barricades, and object markers to alert motorists and pedestrians of

GENERAL REQUIREMENTS 01 00 02 - 11

lane closures. Provide flaggers during Cemetery Hours at closures near Gates 1-5 and other congested areas, as directed by COR.

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

M. 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 or near 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 cemetery burial sections 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 buildings and areas in which alterations will occur and anticipated routes of access, and furnish a signed report, to the Contracting Officer. This report shall list by rooms and spaces:

1. Existing condition and types of resilient flooring, doors, windows, walls, and other surfaces not required to be altered throughout affected areas.

2. Existence and conditions of items such as plumbing fixtures and accessories, electrical fixtures, equipment, venetian blinds, shades, etc., required by drawings to be either reused or relocated, or both.

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

GENERAL REQUIREMENTS 01 00 02 - 12

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…