S02 ATTACH VA 852-042 - JBNC Phase 1 - Specifications Vol 1.pdf

Jefferson Barracks National Cemetery Sylvan Springs Development on New Land

U.S. DEPARTMENT OF VETERANS AFFAIRS

Office of Construction and Facilities Management VA Project No: 852-042 Task Order No: 36C101F21N0036

PatrickWest Text Box Specifications Bid Documents Volume 1 18 November 2024

Jefferson Barracks National Cemetery Sylvan Springs Development on New Land Project No.852-042 Bid Documents November 18, 2024

TABLE OF CONTENTS

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

VHA MASTER SPECIFICATIONS

Section 00 01 10

SECTION NO DIVISION AND SECTION TITLES

DIVISION 00 - SPECIAL SECTIONS

VOLUME 1

00 01 15 List of Drawing Sheets

DIVISION 01 - GENERAL REQUIREMENTS

01 00 01 General Requirements 01 32 16 Project Schedule (NCA) 01 33 23 Shop Drawings, Product Data, and Samples 01 35 26 Safety Requirements 01 42 19 Reference Standards 01 43 39 Mockup Requirements 01 45 00 Quality Control 01 45 29 Testing Laboratory Services 01 45 35 Special Inspections 01 57 19 Temporary Environmental Controls 01 74 19 Construction Waste Management 01 81 13 Sustainable Construction Requirements 01 91 00 General Commissioning Requirements

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition Site Clearing 02 82 11 Traditional Asbestos Abatement 02 82 13.13 Glovebag Asbestos Abatement 02 83 33.13 Lead-Based Paint Removal and Disposal

DIVISION 03 – CONCRETE

03 30 53 (Short-Form) Cast-in-Place Concrete 03 48 21 Precast Concrete Burial Crypts (Double Depth) 03 48 24 Precast Concrete Columbarium Units

DIVISION 04 – MASONRY

04 05 13 Masonry Mortaring 04 05 16 Masonry Grouting 04 20 00 Unit Masonry 04 40 10 Cut Stone Assemblies 04 43 00 Natural Stone Veneer 04 72 00 Cast Stone Masonry 04 73 00 Columbarium Niche Covers

00 01 10-2

SECTION NO DIVISION AND SECTION TITLES

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 05 21 00 Steel Joist Framing 05 31 00 Steel Decking 05 36 00 Composite Metal Decking 05 50 00 Metal Fabrications

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 06 20 00 Finish Carpentry

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 08 00 Facility Exterior Closure Commissioning 07 11 13 Bituminous Dampproofing 07 21 13 Thermal Insulation 07 22 00 Roof and Deck Insulation 07 27 27 Fluid-Applied Membrane Air Barrier, Vapor Retarding 07 40 00 Metal Siding and Soffit Panels 07 41 13 Metal Roof 07 60 00 Flashing and Sheet Metal 07 71 00 Roof Specialties 07 72 00 Roof Accessories 07 72 53 Snow Guards 07 84 00 Firestopping 07 92 00 Joint Sealants

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 08 31 13 Access Doors and Frames 08 33 00 Coiling Doors and Grilles 08 41 13 Aluminum Framed Entrance and Storefronts 08 51 13 Aluminum Windows 08 62 23 Daylight Tubular Devices 08 71 00 Door Hardware 08 80 00 Glazing 08 90 00 Louvers and Vents

VOLUME 2

DIVISION 09 – FINISHES

09 06 00 Schedule for Finishes 09 22 16 Non-Structural Metal Framing 09 29 00 Gypsum Board

00 01 10-3

SECTION NO DIVISION AND SECTION TITLES

09 30 13 Ceramic/Porcelain Tiling 09 51 00 Acoustical Ceilings 09 54 23 Linear Metal Ceilings (Panel) 09 65 13 Resilient Base and Accessories 09 65 16 Resilient Sheet Flooring 09 68 00 Carpeting 09 91 00 Painting

DIVISION 10 – SPECIALTIES

10 11 13 Chalkboards and Markerboards 10 11 23 Tackboards 10 14 00 Exterior Signage 10 14 05 Interior Signage 10 28 00 Toilet, Bath, and Laundry Accessories 10 44 13 Fire Extinguisher Cabinets

DIVISION 11 – EQUIPMENT

11 83 00 Global Navigation Satellite System (GNSS)Reference System 11 83 02 Geodata

DIVISION 12 – FURNISHINGS

12 24 00 Window Shades 12 32 00 Manufactured Wood Casework 12 36 00 Countertops 12 48 13 Entrance Floor and Mat and Frames

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 22 05 19 Meters and Gages for Plumbing Piping 22 05 23 General-Duty Valves for Plumbing Piping 22 08 00 Commissioning of Plumbing Systems 22 11 00 Facility Water Distribution 22 11 23 Domestic Water Pumps 22 13 00 Facility Sanitary and Vent Piping 22 33 00 Electric Water Heaters 22 40 00 Plumbing Fixtures

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

(HVAC)

23 05 11 Common Work Results for HVAC 23 05 12 General Motor Requirements for HVAC and Steam Generation

Equipment 23 05 93 Testing, Adjusting, and Balancing for HVAC 23 07 11 HVAC and Boiler Plant Insulation 23 08 00 Commissioning of HVAC Systems 23 23 00 Refrigerant Piping 23 31 00 HVAC Ducts and Casings

00 01 10-4

SECTION NO DIVISION AND SECTION TITLES

23 34 00 HVAC Fans 23 37 00 Air Outlets and Inlets 23 81 00 Decentralized Unitary HVAC Equipment 23 81 43 Air-Source Unitary Heat Pumps 23 82 39 Unit Heaters

DIVISION 26 – ELECTRICAL

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 08 00 Commissioning of Electrical Systems 26 24 16 Panelboards 26 29 21 Enclosed Switches and Circuit Breakers 26 51 00 Interior Lighting 26 56 00 Exterior Lighting

DIVISION 27 – COMMUNICATIONS

27 05 00 Common Work Results for Communications 27 05 26 Grounding and Bonding for Communications Systems 27 05 33 Raceways and Boxes for Communications Systems 27 08 00 Commissioning of Communications Systems

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 08 00 Commissioning of Electronic Safety and Security Systems 28 10 00 Access Control 28 20 00 Video Surveillance 28 31 00 Intrusion Detection

DIVISION 31 – EARTHWORK

31 00 00 Downstream Defender 31 20 00 Earthwork 31 23 19 Dewatering 31 23 23.33 Flowable Fill

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 30 08 00 Commissioning of Planting Irrigation Systems 32 12 16 Asphalt Paving 32 17 23 Pavement Markings 32 17 26 Tactile Warning Surfacing 32 31 13 Chain Link Fences and Gates 32 31 19 Decorative Metal Fences and Gates 32 33 00 Site Furnishings

00 01 10-5

SECTION NO DIVISION AND SECTION TITLES

32 84 00 Planting Irrigation 32 90 00 Planting

DIVISION 33 – UTILITIES

33 08 00 Commissioning of Site Utilities 33 10 00 Water Utilities 33 30 00 Sanitary Sewer Utilities 33 40 00 Storm Sewer Utilities 33 41 13 Foundation Drainage

APPENDIX A

Terracon Geotechnical Report

APPENDIX B

WSP Geotechnical Report

APPENDIX C

Waterline Service Line Extension Technical Specifications

APPENDIX D

Phillips 66 Pipeline General Encroachment Guidelines for

Design and Construction near Phillips 66 Pipeline LLC and Facilities

- - - E N D - - -

00 01 10-6

THIS PAGE LEFT BLANK INTENTIONALLY

Project No.852-042 Bid Documents 18 November 2024

SIGNATURE PAGE

00 01 13 - 1

SECTION 00 01 13

Lead Consultant/ Landscape Architect:

JG&A

Sections covered by this seal include: 00 01 10, 00 01 15, 01 00 00, 01 32 16.13, 01 33 23, 01 35 26, 01 42 19,01 45 00, 01 45 29, 01 57 19, 01 74 19, 01 81 13,01 91 00, 03 48 24, 04 05 13, 04 20 00, 04 43 00, 04 72 00, 04 73 00, 10 14 00, 11 83 00, 11 83 02, 32 31 13, 32 31 19, 32 33 00, 32 90 00, Civil Engineer:

Atriax, pllc

Sections covered by this seal include:

02 41 10, 03 30 53, 07 11 13, 31 00 00, 31 20 00, 31 23 19, 31 23 23.33, 32 05 23, 32 12 16, 32 17 23, 33 08 00, 33 10 00, 33 40 00, 33 41 13

11/18/2024

00 01 13 - 2

Structural Engineer:

Larson Design Group

Sections covered by this seal include:

04 05 13, 04 20 00, 05 12 00, 05 31 00, 06 10 00, 06 20 00

Electrical Engineer:

26 05 11, 26 05 19, 26 05 26, 26 05 33, 26 05 41, 26 08 00, 26 24 16, 26 29 21, 26 51 00, 26 56 00, 27 05 00, 27 05 26, 27 05 33, 27 08 00, 28 10 00, 28 20 00, 28 31 00

Mechanical Engineer Plumbing:

Sections covered by this seal include:

22 02 11, 22 05 12, 22 05 19, 22 05 23, 22 08 00, 22 11 00, 22 11 23, 22 13 00, 22 15 00, 22 34 00, 22 40 00

PatrickWest Snapshot

00 01 13 - 3

Mechanical Engineer HVAC:

Sections covered by this seal include:

23 05 00, 20 05 12, 23 05 93, 23 07 11, 23 08 00, 23 09 23, 23 11 23, 23 23 00, 23 31 00, 23 34 00, 23 37 00, 23 55 23, 23 55 33, 23 81 43, 23 82 39, 23 83 23

Cemetery Planner:

Wood, LLC

03 48 21

Irrigation :

Aqua Engineering, Inc.

32 84 00

PatrickWest Typewritten Text

SIGNATURE PAGE

00 01 13 -4

PatrickWest Typewritten Text

THIS PAGE LEFT INTENTIONALLY BLANK

List of Drawing Sheets 00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

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

Drawing No. Title

1. G-001 COVER SHEET

2 G-002 INDEX OF DRAWINGS

3. V-100 EXISTING CONDITIONS LAYOUT

4. V-101 EXISTING CONDITIONS PLAN SHEET 1 OF 8

5. V-102 EXISTING CONDITIONS PLAN SHEET 2 OF 8

6. V-103 EXISTING CONDITIONS PLAN SHEET 3 OF 8

7. V-104 EXISTING CONDITIONS PLAN SHEET 4 OF 8

8. V-105 EXISTING CONDITIONS PLAN SHEET 5 OF 8

9. V-106 EXISTING CONDITIONS PLAN SHEET 6 OF 8

10. V-107 EXISTING CONDITIONS PLAN SHEET 7 OF 8

11. V-108 EXISTING CONDITIONS PLAN SHEET 8 OF 8

12 B-101 TERRACON GEOTECHNICAL BORING LOGS

13. B-102 WSP GEOTECHNICAL BORING LOGS

14. C-001 CIVIL CONSTRUCTION NOTES

15. CD100 DEMOLITION LAYOUT

16. CD101 DEMOLITION PLAN 1 OF 8

17. CD102 DEMOLITION PLAN 2 OF 8

18. CD103 DEMOLITION PLAN 3 OF 8

19. CD104 DEMOLITION PLAN 4 OF 8

20. CD105 DEMOLITION PLAN 5 OF 8

21. CD106 DEMOLITION PLAN 6 OF 8

22. CD107 DEMOLITION PLAN 7 OF 8

23. CD108 DEMOLITION PLAN 8 OF 8

24. GC001 OVERALL CONSTRUCTION SEQUENCING PLAN

25. GC002 OVERALL SITE DEVELOPMENT PLAN

26. GC101 PROJECT PLAN

27. GC111 ENLARGED SITE PLAN-1

28. GC112 ENLARGED SITE PLAN-2

00 01 15 - 2

29. GC113 ENLARGED SITE PLAN-3

30. GC114 ENLARGED SITE PLAN-4

31. GC115 ENLARGED SITE PLAN-5

32. GC116 ENLARGED SITE PLAN-6

33. GC117 ENLARGED SITE PLAN-7

34. GC118 ENLARGED SITE PLAN-8

35. GC400 COLUMBARIUM E LAYOUT ENLARGMENT PLAN

36. GC401 COLUMBARIUM E GRADING ENLARGEMENT PLAN

37. GC401.1 COLUMBARIUM E DRAINAGE ENLARGEMENT PLAN

38. GC402 ENTRY FEATURE LAYOUT ENLARGEMENT PLAN

39. GC403 COMMITTAL SERVICE SHELTER 4 LAYOUT ENLARGEMENT PLAN

40. GC404 GRAVESITE LOCATOR LAYOUT ENLARGEMENT PLAN

41. GC405 MAINTENANCE AREA LAYOUT ENLARGEMENT PLAN

42. CG100 EROSION & SEDIMENT CONTROL PLAN PHS 1 LAYOUT PLAN

43. CG101 EROSION & SEDIMENT CONTROL PLAN, PHS. 1, SHT. 1 OF 8

44. CG102 EROSION & SEDIMENT CONTROL PLAN, PHS. 1, SHT. 2 OF 8

45. CG103 EROSION & SEDIMENT CONTROL PLAN, PHS. 1, SHT. 3 OF 8

46. CG104 EROSION & SEDIMENT CONTROL PLAN, PHS. 1, SHT. 4 OF 8

47. CG105 EROSION & SEDIMENT CONTROL PLAN, PHS. 1, SHT. 5 OF 8

48. CG106 EROSION & SEDIMENT CONTROL PLAN, PHS. 1, SHT. 6 OF 8

49. CG107 EROSION & SEDIMENT CONTROL PLAN, PHS. 1, SHT. 7 OF 8

50. CG108 EROSION & SEDIMENT CONTROL PLAN, PHS. 1, SHT. 8 OF 8

51. CG109 EROSION & SEDIMENT CONTROL PLAN PHS 2 LAYOUT PLAN

52. CG110 EROSION & SEDIMENT CONTROL PLAN, PHS. 2, SHT. 1 OF 8

53. CG111 EROSION & SEDIMENT CONTROL PLAN, PHS. 2, SHT. 2 OF 8

54. CG112 EROSION & SEDIMENT CONTROL PLAN, PHS. 2, SHT. 3 OF 8

55. CG113 EROSION & SEDIMENT CONTROL PLAN, PHS. 2, SHT. 4 OF 8

56. CG114 EROSION & SEDIMENT CONTROL PLAN, PHS. 2, SHT. 5 OF 8

57. CG115 EROSION & SEDIMENT CONTROL PLAN, PHS. 2, SHT. 6 OF 8

58. CG116 EROSION & SEDIMENT CONTROL PLAN, PHS. 2, SHT. 7 OF 8

59. GC117 EROSION & SEDIMENT CONTROL PLAN, PHS. 2, SHT. 8 OF 8

60. CG118 GRADING AND DRAINAGE PLAN

00 01 15 - 3

61. CG119 GRADING AND DRAINAGE PLAN SHEET 1 OF 8

62. CG120 GRADING AND DRAINAGE PLAN SHEET 2 OF 8

63. CG121 GRADING AND DRAINAGE PLAN SHEET 3 OF 8

64. CG122 GRADING AND DRAINAGE PLAN SHEET 4 OF 8

65. CG123 GRADING AND DRAINAGE PLAN SHEET 5 OF 8

66. CG124 GRADING AND DRAINAGE PLAN SHEET 6 OF 8

67. CG125 GRADING AND DRAINAGE PLAN SHEET 7 OF 8

68 CG126 GRADING AND DRAINAGE PLAN SHEET 8 OF 8

69. CG601 WATER QUALITY PLAN

70. GC602 WATER QUALITY PLAN

71. CG501 EROSION CONTROL DETAILS 1

72. CG502 EROSION CONTROL DETAILS 2

73. CG503 EROSION CONTROL DETAILS 3

74. CP201 ROAD PLAN AND PROFILE 1 OF 8

75. CP202 ROAD PLAN AND PROFILE 2 OF 8

76. CP203 ROAD PLAN AND PROFILE 3 OF 8

77. CP204 ROAD PLAN AND PROFILE 4 OF 8

78. CP205 ROAD PLAN AND PROFILE 5 OF 8

79. CP206 ROAD PLAN AND PROFILE 6 OF 8

80. CP207 ROAD PLAN AND PROFILE 7 OF 8

81. CP208 ROAD PLAN AND PROFILE 8 OF 8

82. CP209 ROAD MARKING DETAILS

83. CS100 CIVIL SITE LAYOUT

83. CS101 CIVIL SITE PLAN 1 OF 11

85. CS102 CIVIL SITE PLAN 2 OF 11

86. CS103 CIVIL SITE PLAN 3 OF 11

87. CS104 CIVIL SITE PLAN 4 OF 11

88. CS105 CIVIL SITE PLAN 5 OF 11

89. CS106 CIVIL SITE PLAN 6 OF 11

90. CS107 CIVIL SITE PLAN 7 OF 11

91. CS108 CIVIL SITE PLAN 8 OF 11

92. CS109 CIVIL SITE PLAN 9 OF 11

00 01 15 - 4

93. CS110 CIVIL SITE PLAN 10 OF 11

94. CS111 CIVIL SITE PLAN 11 OF 11

95. CS501 CIVIL SITE DETAILS 1

96. CS502 CIVIL SITE DETAILS 2

97. CS503 CIVIL SITE DETAILS 3

98. CS504 CIVIL SITE DETAILS 4

99. CS505 CIVIL SITE DETAILS 5

100. CS506 CIVIL SITE DETAILS 6

101. CS507 CIVIL SITE DETAILS 7

102. CS508 CIVIL SITE DETAILS 8

103. CU100 SITE UTILITY PLAN

104. CU201 SANITARY SEWER PROFILE 1 OF 4

105. CU202 SANITARY SEWER PROFILE 2 OF 4

106. CU203 SANITARY SEWER PROFILE 3 OF 4

107. CU204 SANITARY SEWER PROFILE 4 OF 4

108. CU205 WATERLINE EXTENSION 1 OF 3

109. CU206 WATERLINE EXTENSION 2 OF 3

110. CU207 WATERLINE EXTENSION 3 OF 3

111. CU208 STORM WATER PROFILE 1 OF 13

112. CU209 STORM WATER PROFILE 2 OF 13

113. CU210 STORM WATER PROFILE 3 OF 13

114. CU211 STORM WATER PROFILE 4 OF 13

115. CU212 STORM WATER PROFILE 5 OF 13

116. CU213 STORM WATER PROFILE 6 OF 13

117. CU214 STORM WATER PROFILE 7 OF 13

118. CU215 STORM WATER PROFILE 8 OF 13

119. CU216 STORM WATER PROFILE 9 OF 13

120. CU217 STORM WATER PROFILE 10 OF 13

121. CU218 STORM WATER PROFILE 11 OF 13

122. CU219 STORRM WATER PROFILE 12 OF 13

123. CU220 STORM WATER PROFILE 13 OF 13

124. CI101 RETAINING WALL SITE PLAN

00 01 15 - 5

125. CI201 RETAINING WALL #1 ELEVATIONS

126. CI501 RETAINING WALL DETAILS 1 OF 5

127. CI502 RETAINING WALL DETAILS 2 OF 5

128. CI503 RETAINING WALL DETAILS 3 OF 5

129. CI504 RETAINING WALL DETAILS 4 OF 5

130. CI505 RETAINING WALL DETAILS`5 OF 5

131. CS411 GRAVESITE BURIAL SITE PLAN - SECTIONS 208, 208A, AND 211

132. CS412 GRAVESITE BURIAL SITE PLAN - SECTIONS 209 AND 212

133. CS413 GRAVESITE BURIAL SITE PLAN - SECTIONS 210 AND 213

134. CS414 GRAVESITE BURIAL SITE PLAN - SECTIONS 218 AND 219

135. CS415 GRAVESITE BURIAL SITE PLAN - SECTIONS 201, 202 AND 205

136. CS416 GRAVESITE BURIAL SITE PLAN - SECTIONS 203.204. 206 AND 207

137. CS417 GRAVESITE BURIAL SITE PLAN - SECTIONS 214 AND 217

138. CS418 GRAVESITE BURIAL SITE PLAN - SECTIONS 215 AND 216

139. LC500 COLUMBARIUM WALL NUMBERING PLAN

140. LC501 COLUMBARIUM ELEVATIONS 1

141. LC502 COLUMBARIUM ELEVATIONS 2

142. LC503 COLUMBARIUM ELEVATIONS 3

143. LC504 COLUMBARIUM ELEVATIONS 4

144. LC505 COLUMBARIUM ELEVATIONS 5

145. LC506 COLUMBARIUM ELEVATIONS 6

146. LC507 COLUMBARIUM ELEVATIONS 7

147. LC508 COLUMBARIUM ELEVATIONS 8

148. LC509 COLUMBARIUM ELEVATIONS 9

149. LC510 COLUMBARIUM ELEVATIONS 10

150. LC511 COLUMBARIUM ELEVATIONS 11

151. LC520 COLUMBARIUM DETAILS 1

152. LC521 COLUMBARIUM DETAILS 2

153. LC522 COLUMBARIUM DETAILS 3

154. LC523 COLUMBARIUM DETAILS 4

155. LC524 COLUMBARIUM DETAILS 5

156. LC530 ENTRY FEATURE DETAILS 1

00 01 15 - 6

157. LC531 ENTRY FEATURE DETAILS 2

158. LC532 CHAIN LINK FENCE DETAILS

159. LC540 COMMITTAL SERVICE SHELTER PRIVACY WALL DETAILS

160. LS111 ENLARGED SITE SIGNAGE AND FURNISHING PLAN-1

161. LS112 ENLARGED SITE SIGNAGE AND FURNISHING PLAN-2

162. LS113 ENLARGED SITE SIGNAGE AND FURNISHING PLAN-3

163. LS114 ENLARGED SITE SIGNAGE AND FURNISHING PLAN-4

164. LS115 ENLARGED SITE SIGNAGE AND FURNISHING PLAN-5

165. LS116 ENLARGED SITE SIGNAGE AND FURNISHING PLAN-6

166. LS117 ENLARGED SITE SIGNAGE AND FURNISHING PLAN-7

167. LS118 ENLARGED SITE SIGNAGE AND FURNISHING PLAN-8

168. LS501 SITE SIGNAGE DETAILS 1

169. LS502 SITE SIGNAGE DETAILS 2

170. LS503 SITE FURNISHING DETAILS 1

171. LS504 SITE FURNISHING DETAILS 2

172. LS510 GRAVESITE DETAILS 1 OF 3

173. LS511 GRAVESITE DETAILS 2 OF 3

174. LS512 GRAVESITE DETAILS 3 OF 3

175. M-001 MECHANICAL LEGEND AND NOTES

176. M-101 HVAC PLAN GRAVESITE LOCATOR

177. M-102 HVAC PLAN MAINTENANCE BUILDING

178. M-500 HVAC DETAILS

179. M-601 HVAC SCHEDULES

180. P-001 PLUMBING LEGEND AND NOTES

181. PP101 SANITARY PLAN GRAVESITE LOCATOR

182. PP102 SANITARY PLAN MAINTENANCE BUILDING

183. PP103 DOMESTIC PLAN MAINTENANCE BUILDING

184. P-501 PLUMBING SCHEDULES AND DETAILS

185. P-601 RISER DIAGRAMS

186. E-001 ELECTRICAL LEGEND

187. E-002 ELECTRICAL GENERAL NOTES

188. ES101 ELECTRICAL SITE PLAN-NORTH

00 01 15 - 7

189. ED101 ELECTRICAL DEMOLITION PLANS MAINTENANCE 3000 BUILDINGS

190. E-101 ELECTRICAL PLANS GRAVESITE LOCATOR

191. E-102 ELECTRICAL PLANS MAINTENANCE BUILDING

192. E-103 MAINTENANCE BUILDING LIGHTNING PROTECTION PLAN

193. E-104 MAINTENANCE BUILDING GROUNDING PLAN

194. E-106 ELECTRICAL PLAN MAINTENANCE 3000 BUILDINGS

195. E-501 ELECTRICAL SINGLE LINE AND PANEL SCHEDULES

196. E-502 ELECT SINGLE-LINE AND PANEL SCHEDULES MAINT, 3000 BUILDINGS

197. E-503 ELECTRICAL PANEL SCHEDULES MAINTENANCE 3000 BUILDINGS

198. S-001 STRUCTURAL NOTES

199. S-002 STRUCTURAL NOTES

200. S-003 STRUCTURAL NOTES

201. S-101 STRUCTURAL PLANS - MAINTENANCE BUILDING

202. S-102 STRUCTURAL PLANS - STORAGE SHED

203. S-103 STRUCTURAL PLANS - GRAVESITE LOCATOR BUILDING

204. S-104 STRUCTURAL PLANS - SERVICE SHELTER

205. S-105 STRUCTURAL PLANS - COLUMBARIUM

206. S-301 FOUNDATION SECTIONS

207. S-501 FOUNDATION DETAILS

208. S-511 FRAMING DETAILS 1

209. S-512 FRAMING DETAILS 2

210. S-513 FRAMING DETAILS 3

211. S-601 FOUNDATION SCHEDULES

212. S-611 FRAMING SCHEDULES

213. A-001 ARCHITECTURAL NOTES AND SYMBOLS

214. A-002 GENERAL NOTES

215. A-003 ACCESSIBILITY DETAILS 1

216. A-004 ACCESSIBILITY DETAILS 2

217. AA102 FLOOR PLANS-GRAVESITE LOCATOR

218. AA103 REFLECTED CEILING PLAN GRAVESITE LOCATOR

219. AA104 ROOF PLAN GRAVESITE LOCATOR

220. AA201 EXTERIOR ELEVATIONS GRAVESITE LOCATOR

00 01 15 - 8

221. AA301 SECTIONS GRAVESITE LOCATOR

222. AA310 WALL SECTIONS GRAVESITE LOCATOR

223. AA401 INTERIOR ELEVATIONS-GRAVESITE LOCATOR

224. AA501 EXTERIOR DETAILS WALLS

225. AA502 EXTERIOR DETAILS-ROOF

226. AA503 EXTERIOR DETAILS-DOORS

227. AB001 LIFE SAFETY PLANS-MAINTENANCE BUILDING

228. AB102 FLOOR PLAN-MAINTENANCE BUILDING

229. AB103 REFLECTED CEILING PLAN-MAINTENANCE BUILDING

230. AB104 ROOF PLAN-MAINTENANCE BUILDING

231. AB201 EXTERIOR ELEVATIONS-MAINTENANCE BUILDING 1

232. AB202 EXTERIOR ELEVATIONS-MAINTENANCE BUILDING 2

233. AB301 BUILDING SECTIONS-MAINTENANCE BUILDING 1

234. AB302 BUILDING SECTIONS-MAINTENANCE BUILDING 2

235. AB310 WALL SECTIONS-MAINTENANCE BUILDING 1

236. AB311 WALL SECTIONS-MAINTENANCE BUILDING 2

237. AB320 WALL TYPES

238. AB401 INTERIOR ELEVATIONS-MAINTENANCE BUILDING 1

239. AB402 INTERIOR ELEVATIONS-MAINTENANCE BUILDING 2

240. AB501 EXTERIOR DETAILS-WALLS

241. AB502 EXTERIOR DETAILS-ROOF

242. AB502.1 EXTERIOR DETAILS-ROOF

243. AB503 EXTERIOR DETAILS-DOORS

244. AB504 EXTERIOR DETAILS-DOOR-STOREFRONT

245. AB505 EXTERIOR DETAILS-DOORS-ROLL UP

246. AB510 INTERIOR DETAILS

247. AB511 METAL FRAME WALLS 1

248. AB512 METAL FRAME WALLS 2

249. AB514 SUSPENDED GYPSUM BOARD CEILING

250. AB519 CASEWORK

251. AC102 PLANS-STORAGE SHED

252. AC103 REFLECTED CEILING PLAN-STORAGE SHED

00 01 15 - 9

253. AC104 ROOF PLAN-STORAGE SHED

254. AC201 EXTERIOR ELEVATIONS-STORAGE SHED

255. AC301 SECTIONS-STORAGE SHED

256. AC501 EXTERIOR DETAILS ROOF-SHED

257. AD102 PLANS-COMMITTAL SHELTER

258. AD103 REFLECTED CEILING PLAN-COMMITTAL SHELTER

259. AD104 ROOF PLAN-COMMITTAL SHELTER

260. AD201 EXTERIOR ELEVATIONS-COMMITTAL SHELTER

261. AD301 SECTIONS-COMMITTAL SHELTER

262. AD310 WALL SECTIONS-COMMITTAL SHELTER

263. AD502 DETAILS-COMMITTAL SHELTER 1

264. AD503 DETAILS-COMMITTAL SHELTER 2

265. AE102 FINISH PLAN-ADMINISTRATIVE BUILDING

266. A-601 DOOR AND WINDOW SCHEDULE

267. A-602 FINISH SCHEDULE

268. A-603 REPORTS

269. I-001 IRRIGATION NOTES AND LEGEND

270. I-101 IRRIGATION PLAN 1

271. I-102 IRRIGATION PLAN 2

272. I-103 IRRIGATION PLAN 3

273. I-104 IRRIGATION PLAN 4

274. I-105 IRRIGATION PLAN 5

275. I-106 IRRIGATION PLAN 6

276. I-107 IRRIGATION PLAN 7

277. I-108 IRRIGATION PLAN 8

278. I-109 IRRIGATION PLAN ETO

279. I-201 IRRIGATION PLAN

280. I-501 IRRIGATION DETAILS 1

281. I-502 IRRIGATION DETAILS 2

282. I-503 IRRIGATION DETAILS 3

283. I-504 IRRIGATION DETAILS 4

284. I-505 IRRIGATION DETAILS 5

00 01 15 - 10

285. I-506 IRRIGATION DETAILS 6

286. LP111 LANDSCAPE PLAN 1

287. LP112 LANDSCAPE PLAN 2

288. LP113 LANDSCAPE PLAN 3

289. LP114 LANDSCAPE PLAN 4

290. LP115 LANDSCAPE PLAN 5

291. LP116 LANDSCAPE PLAN 6

292. LP117 LANDSCAPE PLAN 7

293. LP118 LANDSCAPE PLAN 8

294. LP501 LANDSCAPE DETAILS

GENERAL REQUIREMENTS - TOC

01 00 01 - 1

SECTION 01 00 01

GENERAL REQUIREMENTS

TABLE OF CONTENTS

1.1 GENERAL INTENTION

1.2 STATEMENT OF BID ITEM(S)

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

1.4 CONSTRUCTION SECURITY REQUIREMENTS

1.5 FIRE SAFETY

1.6 OPERATIONS AND STORAGE AREAS

1.7 ALTERATIONS

1.8 ENVIRONMENTAL CONTROLS

1.9 DISPOSAL AND RETENTION

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

IMPROVEMENTS

1.11 RESTORATION

1.12 PHYSICAL DATA

1.13 PROFESSIONAL SURVEYING SERVICES

1.14 LAYOUT OF WORK

1.15 AS-BUILT DRAWINGS

1.16 USE OF ROADWAYS

1.17 RE/COR'S FIELD OFFICE

1.18 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

1.19 TEMPORARY TOILETS

1.20 AVAILABILITY AND USE OF UTILITY SERVICES

1.21 NEW TELEPHONE EQUIPMENT

1.22 TESTS

1.23 INSTRUCTIONS

1.24 GOVERNMENT-FURNISHED PROPERTY

1.25 RELOCATED ITEMS

GENERAL REQUIREMENTS - TOC

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1.26 CONSTRUCTION SIGN

1.27 SAFETY SIGN

1.28 CONSTRUCTION DIGITAL IMAGES

1.29 FINAL ELEVATION DIGITAL IMAGES

1.30 HISTORIC PRESERVATION

1.31 PROJECT HEALTH AND SAFETY PLAN

1.32 PROJECT SUSTAINABILITY GOALS

GENERAL REQUIREMENTS

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SECTION 01 00 01

GENERAL REQUIREMENTS

1.1 GENERAL INTENTION

A. The contractor shall provide all Labor, Materials, Equipment and

Supervision to perform all work described by the project plans and specifications titled Jefferson Barracks National Cemetery, Sylvan

Springs Development on New Land, dated 18 November 2024.

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

Contracting Officer.

C. Offices of John Gallup and Associates LLC (JG&A), as Consulting

Architect-Engineers for the Government, will render certain technical services to the Government during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the Government without affirmations by Resident Engineer (RE) or duly authorized Contracting

Officer Representative (COR).

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 general contractor shall notify the RE/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 not be less than three working days unless otherwise designated by the RE/COR.

E. All employees of the general contractor and subcontractors shall comply with VA security management program.

F. Prior to commencing work, the general contractor shall provide proof that an OSHA certified “competent person” (CP) as defined in 29 CFR

1926.20(b) (2) will maintain a presence at the work site whenever the general contractor or subcontractors are present.

G. Training:

1. All employees of the general contractor or subcontractors having supervisory responsibilities shall have the 30-hour OSHA certified

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

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2. All other employees of the general contractor or subcontractors shall have the 10-hour OSHA certified Construction Safety course and/or other relevant competency training. Relevant competency training shall be as determined acceptable by the VA CP.

3. Submit training records of all such employees for approval before the start of work.

1.2 STATEMENT OF BID ITEM(S)

A. ITEM I, CLIN 001, BASE BID (GENERAL CONSTRUCTION): Total performance period is 912 days from Notice to Proceed. By the end of the performance period all work shall be satisfactorily completed and ready for custody, transfer, and acceptance by NCA. All punch list items shall be satisfactorily addressed, all commissioning completed, and all training accomplished.

The Base Bid work of this contract includes phased requirements. These phases are referred to as ETO and Remainder of the work. The ETO shall be completed within the established time frame indicated in the

Contract. Completion of the ETO work will follow procedures like those for final completion and acceptance, with the facilities within the ETO being completed and turned over to the Cemetery for use to begin operation of the Cemetery while the remaining work is completed. ETO shall be completed and accepted by NCA for operation within 252 calendar days from Notice to Proceed. While the work of the ETO is being performed, work for the remainder of the project can also be performed.

Work of the Contract includes but is not limited to site demolition, general construction, relocation and installation of new site utilities, installation of pre-placed burial crypts, grading and utility stub outs for Satellite Maintenance building and yard, columbarium niches, gravesite locator building, replacement and upgrades to painted finishes and carpeting in the Administration/PIC

Building, replacement of electrical service panels in Buildings

3001,3002 and 3003, roadway improvements, new roads, walks, grading, drainage, utilities including the Extension of a new water service line. Installation of this line is to be in accordance with these specifications and those from Missouri American Water Company (Refer to

Appendix C )and General Encroachment Guidelines for Property Developers and Landowners near Phillips 66 Pipeline LLC and Facilities (Refer to

Appendix D), fencing, site furnishings, landscaping and irrigation

GENERAL REQUIREMENTS

01 00 01 - 3 necessary removal of existing structures and construction and certain other items and all other work necessary to construct the project. By the end of the performance period all work shall be satisfactorily completed and ready for custody, transfer, and acceptance by NCA. All punch list items shall be satisfactorily addressed, all commissioning completed, and all training accomplished.

B. ITEM II, CLIN 002 BASE BID: Procure, manufacture, deliver, off-load and store Furnish and deliver to the site all pre-placed crypts.

C. ITEM III, CLIN 003 OPTION #1: Install Maintenance Storage Yard and associated site work, including but not limited to pavements, curbs, drainage, fencing and gates, signage, landscaping, and irrigation.

D. ITEM IV, CLIN 004 OPTION #2: Install maintenance material storage building including but not limited to sitework, pavements, curbing, concrete foundations, concrete walls, structural steel, and standing seam metal roofing.

E. ITEM V, CLIN 005 OPTION #3: Install Satellite Maintenance Building and associated site work including but not limited to sitework, utilities, concrete foundations, concrete slab, engineered metal building, HVAC system, concrete masonry walls, metal wall panels, standing seam metal roof, doors, windows, interior finishes, landscaping, irrigation, signage and all other work necessary to construct the building.

F. ITEM VI, CLIN 006 OPTION #4: Demolish and Replace Committal Shelter

#4(in main cemetery) along with associate sitework, concrete foundations, concrete piers, curbs, paving, standing seam metal roof, landscaping, irrigation, site furniture and signage.

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. AFTER AWARD OF CONTRACT, Drawings and contract documents may be obtained from the website where the solicitation is posted.

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

Contractor’s expense.

1.4 CONSTRUCTION SECURITY REQUIREMENTS

A. Security Plan:

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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 subcontractors working on the project and their employees also comply with these regulations. Dismissal of violators may be directed by the Resident Engineer.

B. Security Procedures:

1. The General Contractor’s employees and their subcontractors shall be identified on staffing lists delivered to the SRE prior to arriving at the site.

2. For working outside the “regular hours” as defined in the contract, give 3 days' notice to the RE/COR so that security arrangements can be provided for the 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 RE/COR.

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

C. Key Control:

1. Provide duplicate keys and lock combinations to the RE/COR for the purpose of security inspections of every area of project including toolboxes and parked machines and to take any emergency action(s).

2. Turn over all permanent lock cylinders to the VA locksmith for permanent installation. Coordinate the lock cylinder and key system work and shall provide the devices required to comply with the facility security system. See Section 08 71 00, DOOR HARDWARE and coordinate.

E. Document Control:

1. Before starting any work, submit an electronic security memorandum, from the Contractor and each Subcontractor describing the actions to be performed to achieve the goals of maintaining confidentiality of

“sensitive information”.

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2. Perform safekeeping procedures for all drawings, project manual and other project information. This information from these shall be shared only with those with a specific need to complete 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 access to only those who will need it for the project. Return the information to the RE/COR upon request.

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

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

6. Notify RE/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.

F. Motor Vehicle Restrictions

1. All motor vehicles shall follow designated access routes and are not to interfere with Cemetery operations or visitor access. Parking will be restricted to designated areas.

1.5 FIRE SAFETY

A. Applicable Publications: Publications listed below form a part of this specification to the extent referenced. Publications are referenced in text by the basic designation only. Comply with applicable provisions and recommendations of the following, except as otherwise shown or specified.

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

E84-2013 Surface Burning Characteristics of Building

Materials

2. National Fire Protection Association (NFPA):

10-2013 Standard for Portable Fire Extinguishers

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30-2012 Flammable and Combustible Liquids Code

51B-2014 Standard for Fire Prevention During Welding, Cutting and Other Hot Work

70-2011 National Electrical Code

241-2013 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 RE/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 beginning work, they shall undergo a safety briefing provided by the 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 RE/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 distance 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 construction and adjoining 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, 3/4-hour fire/smoke rated doors with self-closing devices.

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2. Install temporary construction partitions as shown on drawings to maintain integrity of existing exit passageways, fire-rated enclosures of hazardous areas, horizontal exits, smoke barriers, and opening enclosures.

3. Close openings in smoke barriers and fire-rated construction to maintain fire ratings. Seal penetrations with listed through-penetration firestop materials in accordance with Section 07 84 00, FIRESTOPPING.

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 exit for occupied buildings, including paths from exits to roads. Minimize disruptions and coordinate with

RE/COR/Cemetery Director.

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

RE/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.

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 1.6, OPERATIONS AND STORAGE

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

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

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

NFPA 241 and NFPA 51B. Coordinate with RE/COR. Obtain permits from

RE/COR at least 24 hours in advance. Designate the Contractor's responsible project-site fire prevention program manager to permit hot work.

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

O. Smoking: Smoking is prohibited in and adjacent to construction areas inside existing buildings and additions under construction. In separate and detached buildings under construction, smoking is prohibited except in designated smoking rest areas.

P. Dispose of waste and debris in accordance with NFPA 241 and

Construction Waste Management Plan required under Section 01 74 19, CONSTRUCTION WASTE MANAGEMENT. Remove from buildings daily.

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 RE/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 RE/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.

With the written consent of the RE/COR, the buildings and utilities may be abandoned and need not be removed.

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

Contractor when and as authorized by the RE/COR. 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.

Paragraphs 1.6.A thru 1.6.C are from (FAR 52.236-10)

Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, 01 00 01 - 9 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.

D. Working space and space available for storing materials shall be as determined by the RE/COR.

E. Workmen are subject to rules of the Cemetery regarding their conduct and dress code.

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. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by the Department of Veterans Affairs in quantities sufficient for not more than two workdays. Provide unobstructed access for visitors and the Cemetery personnel, to areas that are required to remain in operation during the construction of the project.

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

4. Work may be subject to curtailment during funeral services. The

Contractor will be required to coordinate all work activities with the Resident Engineers office to avoid impact to visitors.

G. Phasing: To ensure such executions, furnish the RE/COR with a schedule of approximate phasing and dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, notify the RE/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 as is mutually agreeable to the Cemetery Director, RE/COR and

Contractor.

H. All buildings will be occupied during the performance of work unless noted otherwise on the plans.

1. Take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction

01 00 01 - 10 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 Department of Veterans Affairs personnel through other construction areas which serve as routes of access to such affected areas and equipment. Coordinate alteration work in areas occupied by

The Department of Veterans Affairs so that Cemetery operations will continue during the construction period.

2. Immediate areas of alterations not mentioned above will be temporarily vacated while alterations are performed.

I. Construction Fence: Before construction operations begin, the

Contractor shall provide a chain link construction fence, 2.1m (seven feet) minimum height with view block fabric, 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. Remove the fence when directed by RE/COR.

J. When a building or site is turned over to Contractor, it is accepted in entirety and responsibility therefore includes, but is not limited to the following:

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

2. Maintain in operating condition existing fire protection and alarm equipment. In connection with fire alarm equipment, 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. Meet with the RE and appropriate Cemetery operations staff to walk the proposed work areas and discuss any known or potential underground systems that are indicated or not shown on the construction drawings, prior to starting the work.

1. Provide an underground utility locating service to locate any existing underground lines or other underground facilities within the work area. Any new information, not clearly indicated on the bid documents shall be passed on to the Contractor's underground locating service staff. Any new information discovered by the

01 00 01 - 11 underground locating service staff shall be turned over to the

RE/COR for dissemination to the Cemetery Staff.

L. 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 absence of such indication, where directed by the RE/COR.

1. No utility or other service such as potable water, irrigation, gas, steam, sewers or electricity, or fire protection systems and communications systems may be interrupted without prior approval of the RE/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 RE/COR, and Cemetery Director’s prior knowledge and written approval. Refer to specification Sections 26

05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS, and 27 05 00

COMMON WORK RESULTS FOR COMMUNICATIONS.

2. Submit a request to interrupt any such services to RE/COR, and

Cemetery Director, in writing, 72 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 may occur at other than Contractor's normal working hours at no additional cost to the Government.

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 RE/COR, which may require the work to be performed off hours which shall be done at no additional cost to the Government.

5. In case of a contract construction emergency, service will be interrupted on approval of RE/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

01 00 01 - 12 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.

M. 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. Lines shall be 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.

N. 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 RE/COR.

O. Coordinate the work for this contract with other construction operations as directed by RE/COR.

P. Coordination of Construction with Cemetery Director through the

Resident Engineers office: The burial activities at a National Cemetery shall take precedence over construction activities. Cooperation and coordination with the Cemetery Director, through the RE/COR, in arranging construction schedule to cause the least possible interference with Cemetery activities in actual burial areas, is required. Construction noise during the interment services shall not disturb the service. Coordination of work may require that equipment that is heard from the service location be shut-off, or moved out of the area prior to the service, as acceptable to the Cemetery Director through the RE/COR. Trucks and workmen shall not pass through the service area during this period:

1. Discontinue work sufficiently in advance of Easter Sunday, Mother's

Day, Father's Day, Memorial Day, Veteran's Day and/or Federal holidays, and clean up all areas of operation adjacent to functioning areas of the Cemetery, including existing burial

01 00 01 - 13 sections and any other areas identified by the RE/COR before these dates.

2. Clean-up activities 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, make a thorough survey with the

RE/COR of areas of buildings in which alterations are to occur and areas which are anticipated routes of access. Create and furnish a written report to the RE/COR. 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 of building.

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 RE/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

RE/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)

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

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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 workmen in executing…