FA520517R00040004_Atch2.pdf

IMFH Phase 3 A/C & Weatherization QKKA154008 Misawa AB, Japan

SECTION 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings and Specifications."

1.2 CONTRACT DRAWINGS

List of contract drawings follow from the next page:

GENERAL

01 G-001 COVER SHEET

02 G-011 DRAWING INDEX

03 G-021 GENERAL PROJECT INFORMATION

04 G-022 SCOPE OF WORK

05 G-023 OVERALL PROJECT MFH MAP

06 G-024 DISPOSITION OF HOUSING DRAWING UNITS

HAZMAT

07 4P1-H-101 TYPE 4P1 - 3 BEDROOMPLANS - EXISTING HAZARDOUS MATERIALs

08 4P3-H-101 TYPE 4P3 - 3 BEDROOM PLANS - EXISTING HAZARDOUS MATERIALS

09 6N-H-101 TYPE 6N - 4 BEDROOM PLANS - EXISTING HAZARDOUS MATERIALS

10 6P1-H-101 TYPE 6P1 - 4 BEDROOM PLANS - EXISTING HAZARDOUS MATERIALS

11 6A-H-101 TYPE 6A - 4 BEDROOM PLANS - EXISTING HAZARDOUS MATERIALS

12 7P2-H-101 TYPE 7P2 - 4 BEDROOM PLANS - EXISTING HAZARDOUS MATERIALS

13 7A-H-101 TYPE 7A - 4 BEDROOM PLANS - EXISTING HAZARDOUS MATERIALS

14 8N-H-101 TYPE 8N - 3 BEDROOM PLANS - EXISTING HAZARDOUS MATERIALS

15 10N-H-101 TYPE 10N - 3 BEDROOM PLANS - EXISTING HAZARDOUS MATERIALS

16 15N-H-101 TYPE 15N - 2 BEDROOM PLANS - EXISTING HAZARDOUS MATERIALS

DOCUMENT 00 01 15 Page 1 Atch. 2 to FA520517R00040004 Dated 31 May 17

1051504620E Cross-Out

1051504620E Polygon

1051504620E Addendum No.2 stamp

17 12N-H-101 TYPE 12N - 3 BEDROOM PLANS - EXISTING HAZARDOUS MATERIALS

18 16N-H-101 TYPE 16N - 4 BEDROOM PLANS - EXISTING HAZARDOUS MATERIALS

19 16ND-H-101 TYPE 16ND - 4 BEDROOM PLANS - EXISTING HAZARDOUS MATERIALS

STRUCTURAL

20 PH-SD101 PUMPHOUSE STRUCTURAL DEMOLITION PLAN

21 PH-SD102 PUMPHOUSE STRUCTURAL DEMOLITION PLAN

22 PH-SD103 PUMPHOUSE STRUCTURAL DEMOLITION PLAN

23 PH-SD104 PUMPHOUSE STRUCTURAL DEMOLITION PLAN

24 PH-SD105 PUMPHOUSE STRUCTURAL DEMOLITION PLAN

ARCHITECTURAL

25 AE001 ARCHITECTURAL SYMBOLS, MATERIAL LEGEND, AND ABBREVIATIONS

26 4P1-AE101 TYPE 4P1 - 3 BEDROOM - PLANS - NEW HVAC EQUIPMENT

27 4P1-AE201 TYPE 4P1 - 3 BEDROOM - ELEVATIONS - NEW HVAC EQUIPMENT

28 4P3-AE101 TYPE 4P3 - 3 BEDROOM - PLANS - NEW HVAC EQUIPMENT

29 4P3-AE201 TYPE 4P3 - 3 BEDROOM - ELEVATIONS - NEW HVAC EQUIPMENT

30 6N-AE101 TYPE 6N - 4 BEDROOM - PLANS - NEW HVAC EQUIPMENT

31 6N-AE201 TYPE 6N - 4 BEDROOM - ELEVATIONS - NEW HVAC EQUIPMENT

32 6P1-AE101 TYPE 6P1 - 4 BEDROOM - PLANS - NEW HVAC EQUIPMENT

33 6P1-AE201 TYPE 6P1 - 4 BEDROOM - ELEVATIONS - NEW HVAC EQUIPMENT

34 6A-AE101 TYPE 6A - 4 BEDROOM ACCESSIBLE / ADAPTABLE - PLANS - NEW HVAC

EQUIPMENT

35 6A-AE201 TYPE 6A - 4 BEDROOM ACCESSIBLE / ADAPTABLE - ELEVATIONS - NEW

HVAC EQUIPMENT

36 7P2-AE101 TYPE 7P2 - 4 BEDROOM - PLANS - NEW HVAC EQUIPMENT

37 7P2-AE201 TYPE 7P2 - 4 BEDROOM - ELEVATIONS - NEW HVAC EQUIPMENT

38 7A-AE101 TYPE 7A - 4 BEDROOM - PLANS - NEW HVAC EQUIPMENT

39 7A-AE201 TYPE 7A - 4 BEDROOM - ELEVATIONS - NEW HVAC EQUIPMENT

40 8N-AE101 TYPE 8N - 3 BEDROOM - PLANS - NEW HVAC EQUIPMENT

41 8N-AE201 TYPE 8N - 3 BEDROOM - ELEVATIONS - NEW HVAC EQUIPMENT

DOCUMENT 00 01 15 Page 2

42 10N-AE101 TOWER 10N FIRST FLOOR - REC ROOM AND LOBBY PLANS & ELEVATIONS

- NEW HVAC & EMCS

43 10N-AE102 TOWER 10N - FIRST AND TYPICAL FLOOR REFLECTED CEILING PLANS -

NEW EMCS CONDUIT

44 10N-AE103 TOWER 10N UNIT TYPE A - 3 BEDROOM - PLANS & ELEVATIONS - NEW

HVAC EQUIPMENT

45 10N-AE104 TOWER 10N UNIT TYPE B - 3 BEDROOM - PLANS & ELEVATIONS - NEW

HVAC EQUIPMENT

46 10N-AE105 TOWER 10N UNIT TYPE C - 3 BEDROOM - PLANS & ELEVATIONS - NEW

HVAC EQUIPMENT

47 10N-AE201 TOWER 10N - 3 BEDROOM - BUILDING ELEVATIONS - NEW HVAC

EQUIPMENT

48 15N-AE101 TYPE 15N - 2 BEDROOM - PLANS - NEW HVAC EQUIPMENT

49 15N-AE201 TYPE 15N - 2 BEDROOM - ELEVATIONS - NEW HVAC EQUIPMENT

50 12N-AE101 TYPE 12N - 3 BEDROOM - PLANS - NEW HVAC EQUIPMENT

51 12N-AE201 TYPE 12N - 3 BEDROOM - ELEVATIONS - NEW HVAC EQUIPMENT

52 16N-AE101 TYPE 16N - 4 BEDROOM - PLANS - NEW HVAC EQUIPMENT

53 16N-AE201 TYPE 16N - 4 BEDROOM - ELEVATIONS - NEW HVAC EQUIPMENT

54 16ND-AE101 TYPE 16ND - 4 BEDROOM - PLANS - NEW HVAC EQUIPMENT

55 16ND-AE201 TYPE 16ND - 4 BEDROOM - ELEVATIONS - NEW HVAC EQUIPMENT

56 AE501 DETAILS

57 AE502 DOOR TYPES, WINDOW TYPES, AND DETAILS. WINDOW DETAILS

MECHANICAL

58 M-001 MECHANICAL COVER SHEET

59 4P1-MD101 TYPE 4P1 - 3 BEDROOM - HVAC DEMO PLANS

60 4P1-MH101 TYPE 4P1 - 3 BEDROOM - NEW HVAC PLANS

61 4P1-MH102 TYPE 4P1 - 3 BEDROOM - HVAC ELEVATIONS

62 4P1-MH103 TYPE 4P1 - 3 BEDROOM - HVAC ELEVATIONS

63 4P1-MH104 TYPE 4P1 - 3 BEDROOM - HVAC ELEVATIONS

64 4P1-MH105 TYPE 4P1 - 3 BEDROOM - HVAC ELEVATIONS

65 4P3-MD101 TYPE 4P3 - 3 BEDROOM - HVAC DEMO PLANS

66 4P3-MH101 TYPE 4P3 - 3 BEDROOM - NEW HVAC PLANS

67 4P3-MH102 TYPE 4P3 - 3 BEDROOM - HVAC ELEVATIONS

DOCUMENT 00 01 15 Page 3

1051504620E Cross-Out

1051504620E Polygon

68 4P3-MH103 TYPE 4P3 - 3 BEDROOM - HVAC ELEVATIONS

69 4P3-MH104 TYPE 4P3 - 3 BEDROOM - HVAC ELEVATIONS

70 4P3-MH105 TYPE 4P3 - 3 BEDROOM - HVAC ELEVATIONS

71 6N-MD101 TYPE 6N - 4 BEDROOM - HVAC DEMO PLANS

72 6N-MH101 TYPE 6N - 4 BEDROOM - NEW HVAC PLANS

73 6N-MH102 TYPE 6N - 4 BEDROOM - HVAC ELEVATIONS

74 6P1-MD101 TYPE 6P1 - 4 BEDROOM - HVAC DEMO PLANS

75 6P1-MH101 TYPE 6P1 - 4 BEDROOM - NEW HVAC PLANS

76 6P1-MH102 TYPE 6P1 - 4 BEDROOM - HVAC ELEVATIONS

77 6P1-MH103 TYPE 6P1 - 4 BEDROOM - HVAC ELEVATIONS

78 6P1-MH104 TYPE 6P1 - 4 BEDROOM - HVAC ELEVATIONS

79 6P1-MH105 TYPE 6P1 - 4 BEDROOM - HVAC ELEVATIONS

80 6A-MD101 TYPE 6A - 4 BEDROOM - HVAC DEMO PLANS

81 6A-MH101 TYPE 6A - 4 BEDROOM - NEW HVAC PLANS

82 6A-MH102 TYPE 6A - 4 BEDROOM - HVAC ELEVATIONS

83 7P2-MD101 TYPE 7P2 - 4 BEDROOM - HVAC DEMO PLANS

84 7P2-MH101 TYPE 7P2 - 4 BEDROOM - NEW HVAC PLANS

85 7P2-MH102 TYPE 7P2 - 4 BEDROOM - HVAC ELEVATIONS

86 7P2-MH103 TYPE 7P2 - 4 BEDROOM - HVAC ELEVATIONS

87 7P2-MH104 TYPE 7P2 - 4 BEDROOM - HVAC ELEVATIONS

88 7A-MD101 TYPE 7A - 4 BEDROOM - HVAC DEMO PLANS

89 7A-MH101 TYPE 7A - 4 BEDROOM - NEW HVAC PLANS

90 7A-MH102 TYPE 7A - 4 BEDROOM - HVAC ELEVATIONS

91 8N-MD101 TYPE 8N - 3 BEDROOM - HVAC DEMO PLANS

92 8N-MH101 TYPE 8N - 3 BEDROOM - NEW HVAC PLANS

93 8N-MH102 TYPE 8N - 3 BEDROOM - HVAC ELEVATIONS

94 8N-MH103 TYPE 8N - 3 BEDROOM - HVAC ELEVATIONS

DOCUMENT 00 01 15 Page 4

Document 00 01 15 Page 5

92 8N-MH101 TYPE 8N - 3 BEDROOM - NEW HVAC PLANS

93 8N-MH102 TYPE 8N - 3 BEDROOM - HVAC ELEVATIONS

94 8N-MH103 TYPE 8N - 3 BEDROOM - HVAC ELEVATIONS

95 10N-MD101 TOWER 10N REC ROOM - HVAC DEMO PLAN

96 10N-MD102 TOWER 10N UNIT TYPE A & B - 3 BEDROOM - 1ST THRU 9TH

FLOOR - HVAC DEMO PLAN

97 10N-MD103 TOWER 10N UNIT TYPE C - 3 BEDROOM - 2ND THRU 9TH FLOOR -

HVAC DEMO PLAN

98 10N-MH101 TOWER 10N REC ROOM - NEW HVAC PLAN

99 10N-MH102 TOWER 10N UNIT TYPE A & B - 3 BEDROOM - 1ST THRU 9TH

FLOOR - NEW HVAC PLAN

100 10N-MH103 TOWER 10N UNIT TYPE C - 3 BEDROOM - 2ND THRU 9TH FLOOR -

NEW HVAC PLAN

101 15N-MD101 TYPE 15N - 2 BEDROOM - HVAC DEMO PLANS

102 15N-MH101 TYPE 15N - 2 BEDROOM - NEW HVAC PLANS

103 15N-MH102 TYPE 15N - 2 BEDROOM - HVAC ELEVATIONS

104 12N-MD101 TYPE 12N - 3 BEDROOM - HVAC DEMO PLANS

105 12N-MH101 TYPE 12N - 3 BEDROOM - NEW HVAC PLANS

106 12N-MH102 TYPE 12N - 3 BEDROOM - HVAC ELEVATIONS

107 12N-MH103 TYPE 12N - 3 BEDROOM - HVAC ELEVATIONS

108 12N-MH104 TYPE 12N - 3 BEDROOM - HVAC ELEVATIONS

ADD

2-1

12N-MH105 3 BEDROOM - HVAC ELEVATIONS

ADD

2-2

12N-MH106 3 BEDROOM - HVAC ELEVATIONS

109 16N-MD101 TYPE 16N - 4 BEDROOM - HVAC DEMO PLANS

110 16N-MH101 TYPE 16N - 4 BEDROOM - NEW HVAC PLANS

111 16N-MH102 TYPE 16N - 4 BEDROOM - HVAC ELEVATIONS

112 16N-MH103 TYPE 16N - 4 BEDROOM - HVAC ELEVATIONS

ADD

2-3

16N-MH104 4 BEDROOM - HVAC ELEVATIONS

113 16ND-MD101 TYPE 16ND - 4 BEDROOM - HVAC DEMO PLANS

114 16ND-MH101 TYPE 16ND - 4 BEDROOM - NEW HVAC PLANS

zimemi Polygon zimemi Polygon zimemi A2 zimemi A2

122 M-502 MECHANICAL DETAILS

123 M-503 MECHANICAL DETAILS

124 M-504 MECHANICAL DETAILS

125 M-505 MECHANICAL DETAILS

126 M-601 MECHANICAL SCHEDULES

127 M-602 MECHANICAL SCHEDULES

PLUMBING

128 P-001 PLUMBING COVER SHEET

129 4P1-P-101 TYPE 4P1 - 3 BEDROOM - PLUMBING PLANS

130 4P3-P-101 TYPE 4P3 - 3 BEDROOM - PLUMBING PLANS

131 6N-P-101 TYPE 6N - 4 BEDROOM - PLUMBING PLANS

132 6P1-P-101 TYPE 6P1 - 4 BEDROOM - PLUMBING PLANS

133 6A-P-101 TYPE 6A - 4 BEDROOM - PLUMBING PLANS

134 7P2-P-101 TYPE 7P2 - 4 BEDROOM - PLUMBING PLANS

135 7A-P-101 TYPE 7A - 4 BEDROOM - PLUMBING PLANS

136 8N-P-101 TYPE 8N - 3 BEDROOM - PLUMBING PLANS

137 15N-P-101 TYPE 15N - 2 BEDROOM - PLUMBING PLANS

138 12N-P-101 TYPE 12N - 3 BEDROOM - PLUMBING PLANS

139 16N-P-101 TYPE 16N - 4 BEDROOM - PLUMBING PLANS

140 16ND-P-101 TYPE 16ND - 4 BEDROOM - PLUMBING PLANS

CONTROLS

141 EM001 EMCS COVER SHEET

142 EM002 TOWN HOUSE EMCS BLOCK DIAGRAM

143 EM003 TYPE 10N BLOCK DIAGRAM

144 EM004 EMCS BLOCK DIAGRAM

145 4P1-EM101 TYPE 4P1: 3 BEDROOM - NEW EMCS PLANS

146 4P3-EM101 TYPE 4P3: 3 BEDROOM - NEW EMCS PLANS

DOCUMENT 00 01 15 Page 6

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1051504620E Cross-Out

1051504620E Cross-Out

1051504620E Cross-Out

1051504620E Addendum No.2 stamp

Polygon

147 6N-EM101 TYPE 6N: 4 BEDROOM - NEW EMCS PLANS

148 6P1-EM101 TYPE 6P1: 4 BEDROOM - NEW EMCS PLANS

149 6A-EM101 TYPE 6A: 4 BEDROOM - NEW EMCS PLANS

150 7P2-EM101 TYPE 7P2: 4 BEDROOM - NEW EMCS PLANS

151 7A-EM101 TYPE 7A: 4 BEDROOM - NEW EMCS PLANS

152 8N-EM101 TYPE 8N: 3 BEDROOM - NEW EMCS PLANS

153 10N-EM101 TYPE 10N: FLOOR 2-9 - NEW EMCS PLANS

154 10N-EM102 TYPE 10N: FIRST FLOOR - NEW EMCS PLAN

155 10N-EM103 TYPE 10N: EQUIPMENT EMCS PLAN

156 15N-EM101 TYPE 15N: 2 BEDROOM - NEW EMCS PLANS

157 12N-EM101 TYPE 12N: 3 BEDROOM - NEW EMCS PLANS

158 16N-EM101 TYPE 16N: 2 BEDROOM - NEW EMCS PLANS

159 16ND-EM101 TYPE 16ND: 2 BEDROOM - NEW EMCS PLANS

160 EM103 PUMP HOUSE PLANS

161 EM104 PUMP HOUSE PLANS

162 EM501 EMCS DETAILS

163 EM502 EMCS DETAILS

164 EM503 EMCS DETAILS

165 EM504 EMCS DETAILS

166 EM505 EMCS DETAILS

167 EM506 EMCS DETAILS

168 EM507 EMCS DETAILS

169 EM508 EXTERIOR CONDUIT DETAIL AND SYSTEM INTERCONNECT DETAIL

170 EM509 POINTS LIST

171 EI101 SITE PLAN - MAIN BASE HOUSING PLAN - EMCS

172 EI102 EMCS UTILITY PLAN - ELM LOOP

173 EI103 EMCS UTILITY PLAN - ELM LOOP & ZELKOVA LANE

DOCUMENT 00 01 15 Page 7

174 EI104 EMCS UTILITY PLAN - ZELKOVA LANE

175 EI105 EMCS - UTILITY PLAN - CAPE COD DRIVE

176 EI106 EMCS UTILITY PLAN - CAPE COD DRIVE AND YOSEEITE DRIVE

177 EI107 EMCS UTILITY PLAN - YELLOWSTONE DRIVE

178 EI108 EMCS UTILITY PLAN - YELLOWSTONE DRIVE

179 EI109 EMCS UTILITY PLAN - CAPE CANAVERAL COURT

180 EI110 EMCS UTILITY PLAN - YELLOWSTONE DRIVE

181 EI111 EMCS UTILITY PLAN - YELLOWSTONE DRIVE

182 EI112 EMCS UTILITY PLAN - DENALI DRIVE

183 EI113 EMCS UTILITY PLAN - CASCADE DRIVE

184 EI114 EMCS UTILITY PLAN - DEMOCRACY DRIVE

185 EI115 EMCS UTILITY PLAN - CUMBERLAND COURT

186 EI116 EMCS UTILITY PLAN - YELLOWSTONE DRIVE

187 EI117 EMCS UTILITY PLAN - BLUERIDGE DRIVE

188 EI118 EMCS UTILITY PLAN - BLUERIDGE DRIVE

189 EI119 EMCS UTILITY PLAN - FREEDOM COURT

190 EI120 EMCS UTILITY PLAN - RUSHMORE COURT

191 EI121 EMCS UTILITY PLAN - SEQUOIA DRIVE

192 EI122 EMCS UTILITY PLAN - ACADIA COURT

193 EI123 EMCS UTILITY PLAN - YELLOWSTONE DRIVE

194 EI124 EMCS UTILITY PLAN - YELLOWSTONE DRIVE

195 EI125 EMCS UTILITY PLAN - SEQUOIA DRIVE

196 EI126 EMCS UTILITY PLAN - SEQUOIA DRIVE

197 EI127 CIVIL DETAILS

ELECTRICAL

198 E-001 ELECTRICAL COVER SHEET

199 4P1-ED101 TYPE 4P1: 3 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL DEMO

PLAN

DOCUMENT 00 01 15 Page 8

1051504620E Polygon

200 4P1-EP101 TYPE 4P1: 3 BEDROOM - FIRST AND SECOND FLOOR - NEW ELECTRICAL

PLAN

201 4P1-EP102 TYPE 4P1: 3 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DETAILS

202 4P3-ED101 TYPE 4P3: 3 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL DEMO

PLAN

203 4P3-EP101 TYPE 4P3: 3 BEDROOM - FIRST AND SECOND FLOOR - NEW ELECTRICAL

PLAN

204 4P3-EP102 TYPE 4P3: 3 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DETAILS

205 6N-ED101 TYPE 6N: 4 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL DEMO

PLAN

206 6N-EP101 TYPE 6N: 4 BEDROOM - FIRST AND SECOND FLOOR - NEW ELECTRICAL

PLAN

207 6N-EP102 TYPE 6N: 4 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DETAILS

208 6P1-ED101 TYPE 6P1: 4 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL DEMO

PLAN

209 6P1-EP101 TYPE 6P1: 4 BEDROOM - FIRST AND SECOND FLOOR - NEW ELECTRICAL

PLAN

210 6P1-EP102 TYPE 6P1: 4 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DETAILS

211 6A-ED101 TYPE 6A: 4 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL DEMO

PLAN

212 6A-EP101 TYPE 6A: 4 BEDROOM - FIRST AND SECOND FLOOR - NEW ELECTRICAL

PLAN

213 6A-EP102 TYPE 6A: 4 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DETAILS

214 7P2-ED101 TYPE 7P2: 4 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL DEMO

PLAN

215 7P2-EP101 TYPE 7P2: 4 BEDROOM - FIRST AND SECOND FLOOR - NEW ELECTRICAL

PLAN

216 7P2-EP102 TYPE 7P2: 4 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DETAILS

217 7A-ED101 TYPE 7A: 4 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL DEMO

PLAN

218 7A-EP101 TYPE 7A: 4 BEDROOM - FIRST AND SECOND FLOOR - NEW ELECTRICAL

PLAN

219 7A-EP102 TYPE 7A: 4 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DETAILS

220 8N-ED101 TYPE 8N: 3 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL DEMO

PLAN

221 8N-EP101 TYPE 8N: 3 BEDROOM - FIRST AND SECOND FLOOR - NEW ELECTRICAL

PLAN

222 8N-EP102 TYPE 8N: 3 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DETAILS

223 10N-ED101 TYPE 10N - ELECTRICAL DEMOLITION PLAN

224 10N-ED102 TYPE 10N - ELECTRICAL DEMOLITION PLAN

DOCUMENT 00 01 15 Page 9

225 10N-EP101 TYPE 10N - ELECTRICAL DEMOLITION PLAN

226 10N-EP102 TYPE 10N - NEW ELECTRICAL PLAN

227 10N-EP103 TYPE 10N - ELECTRICAL DETAILS

228 10N-EP104 TYPE 10N - ELECTRICAL DETAILS

229 15N-ED101 TYPE 15N: 2 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL DEMO

PLAN

230 15N-EP101 TYPE 15N: 2 BEDROOM - FIRST AND SECOND FLOOR - NEW ELECTRICAL

PLAN

231 15N-EP102 TYPE 15N: 2 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DETAILS

232 12N-ED101 TYPE 12N: 3 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL DEMO

PLAN

233 12N-EP101 TYPE 12N: 3 BEDROOM - FIRST AND SECOND FLOOR - NEW ELECTRICAL

PLAN

234 12N-EP102 TYPE 12N: 3 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DETAILS

235 16N-ED101 TYPE 16N: 2 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL DEMO

PLAN

236 16N-EP101 TYPE 16N: 2 BEDROOM - FIRST AND SECOND FLOOR - NEW ELECTRICAL

PLAN

237 16N-EP102 TYPE 16N: 2 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DETAILS

238 16ND-ED102 TYPE 16ND: 4 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DEMO PLAN

239 16ND-EP103 TYPE 16ND: 4 BEDROOM - FIRST AND SECOND FLOOR - NEW ELECTRICAL

PLAN

240 16ND-EP104 TYPE 16ND: 4 BEDROOM - FIRST AND SECOND FLOOR - ELECTRICAL

DETAILS

241 E-501 PUMP HOUSE PLANS

242 E-502 PUMP HOUSE PLANS

243 E-503 ELECTRICAL DETAILS

244 E-601 ELECTRICAL SCHEDULES

245 E-602 ELECTRICAL SCHEDULES

246 E-603 ELECTRICAL SCHEDULES

247 E-604 ELECTRICAL SCHEDULES

-- End of Section --

DOCUMENT 00 01 15 Page 10

Section 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 STATEMENT OF WORK

1.1.1 Project Description

ITEM NO. 001 (68 Units in 1 Tower, 526 Units in 132 Townhouse Buildings)

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to construct improvements for the renovation of the Military Family Housing units as depicted in the construction documents to include interior demolition of existing heating equipment and piping; the addition of heat pump style heating and cooling units and all necessary piping, electrical, standalone controls, structural and site improvements to support new building HVAC systems; site improvements to integrate with existing sidewalks, amenities and utilities; new architectural finishes; new windows and exterior wall infill as required; new insulation assemblies; renovate mechanical, electrical and plumbing systems.

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to:

a. Address interruption of asbestos containing materials as a result of construction activities. This includes all control methods, material removal and disposal, air sampling and reporting.

b. Check any removed gypsum board material to verify if it is marked as lots containing arsenic or cadmium and then properly transporting and disposing of the material in accordance with GOJ requirements.

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to extend the base Energy Management Control System (EMCS) to each MFH unit in this project to allow central monitoring and management of the heat pump systems. The base fiber optic telecommunications system currently is terminated at pump (mechanical) buildings located through the housing areas.

The following will be installed in this project:

a. EMCS network hardware located at the fiber optic system termination in pump buildings.

b. Control panels at each building.

c. Conduit and communication wiring from the EMCS network hardware to the building control panels.

Section 01 11 00 Page 2

d. Communication wiring from the building control panel to each heat pump system thermostat.

e. Installation of EMCS network "head-end" hardware and operator workstation at building 794 and associated software and programming required to provide completely operational functionality.

f. System commissioning.

INSTALL WATER METERS (Quantity = 526 Units in 132 Townhouse Buildings)

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to install water meters in the cold water and hot water piping serving each MFH unit (2 or 4 units) at each MFH townhouse building in this project, extend

EMCS communication wiring from the building control panel to the water meters controllers, programming and commissioning to enable reporting of meter data. Tower 116 is not included.

INSTALL ELECTRIC METERS (Quantity = 1 meter at each of 132 Townhouse

Buildings)

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to include integral electric metering into the new main electrical panels (per

Detail 5 on Sheet E-502) being provided at each MFH townhouse building (not individual units), extend EMCS communication wiring from the building control panel to the electric meters controllers, programming and commissioning to enable reporting of meter data. Tower 116 is not included.

DEMOLISH SPACE HEATING EQUIPMENT (Quantity = 10 Pumphouses)

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary for demolition of MFH unit space heating equipment in Buildings 61, 141, 172, 185, 227, 265, 328, 334, 706 and 897. Demolition work includes removal of equipment, piping, valves, controls, supports and concrete bases.

REPLACE FRONT DOORS (Quantity = 458 Units in 114 Townhouse Buildings)

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to replace front doors on unit types 4P1, 6A, 6N, 6P1, 8N, 12N, 15N, 16N, and

16ND.

HAZARDOUS ABATEMENT (Quantity = 68 Units in 1 Tower, 526 Units in 132

Townhouse Buildings)

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary for Asbestos Hazard Control Activities as indicated on contract documents.

Address disruption of asbestos containing materials as a result of construction activities. This includes all control methods, material removal and disposal, air sampling and reporting. Check any removed gypsum board material to verify if it is marked as lots containing arsenic or cadmium.

Properly transport and dispose of material in accordance with GOJ

Requirements.

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1051504620E Addendum No.2 stamp

Section 01 11 00 Page 3

BLDG

NUMB

STREET BLDG

TYPE

BR# STRUCTURE PAIP HVAC ROOF WDW

IMPROVE

FRONT DR

REPLACE

ELECTRIC

METERING

WATER

METER

CAPPING

OF VENT

OPENING

ACM VCT

MASTIC

ACM

COVE

BASE

MASTIC

ACM GYP

BD

JOINT

CPD

ACM

EXTR

WALL

COATING

41 FREEDOM 16N 4 STL NR X - X,F X X X pos neg pos neg

43 FREEDOM 16N 4 STL NR X - X,F X X X pos neg pos neg

44 FREEDOM 16N 4 STL NR X - X,F X X X pos neg pos neg

45 FREEDOM 16N 4 STL NR X - X,F X X X pos neg pos neg

47 FREEDOM 16N 4 STL NR X - X,F X X X pos neg pos neg

51 FREEDOM 16ND 4 STL NR X - X,F X X X pos neg pos neg

53 FREEDOM 16N 4 STL NR X - X,F X X X pos neg pos neg

109 CUMBERLAND 12N 3 STL NR X - - X X X pos pos neg pos

111 CUMBERLAND 12N 3 STL NR X - - X X X pos pos neg pos

113 CUMBERLAND 12N 3 STL NR X - - X X X pos pos neg pos

114 CASCADE 12N 3 STL NR X - - X X X pos pos neg pos

116 SHENANDOAH 10N 3 RC NR X - F - - pos neg pos neg

120 CASCADE 12N 3 STL NR X - - X X X pos pos neg pos

121 CASCADE 12N 3 STL NR X - - X X X pos pos neg pos

122 CASCADE 12N 3 STL NR X - - X X X pos pos neg pos

131 DEMOCRACY 12N 3 STL NR X - - X X X pos pos neg pos

133 DEMOCRACY 12N 3 STL NR X - - X X X pos pos neg pos

135 DEMOCRACY 12N 3 STL NR X - - X X X pos pos neg pos

137 DEMOCRACY 12N 3 STL NR X - - X X X pos pos neg pos

139 DEMOCRACY 12N 3 STL NR X - - X X X pos pos neg pos

150 DENALI 12N 3 STL NR X - - X X X pos pos neg pos

153 DENALI 12N 3 STL NR X - - X X X pos pos neg pos

155 DENALI 12N 3 STL NR X - - X X X pos pos neg pos

156 DENALI 12N 3 STL NR X - - X X X pos pos neg pos

157 DENALI 12N 3 STL NR X - - X X X pos pos neg pos

162 YOSEMITE 16N 4 STL NR X - - X X X pos neg pos neg

166 YOSEMITE 12N 3 STL NR X - - X X X pos pos neg pos

168 YOSEMITE 12N 3 STL NR X - - X X X pos pos neg pos

169 YOSEMITE 12N 3 STL NR X - - X X X pos pos neg pos

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171 CAPE

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174 CAPE

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175 CAPE

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176 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

177 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

178 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

179 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

184 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

186 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg neg

187 CAPE

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188 CAPE

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189 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

190 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

191 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

192 CAPE

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193 YELLOWSTONE 7P2 4 RC PAIP2 X - - - X X X pos neg neg neg

194 YELLOWSTONE 7P2 4 RC PAIP2 X - - - X X X pos neg neg neg

195 YELLOWSTONE 7P2 4 RC PAIP2 X - - - X X X pos neg neg neg

196 YELLOWSTONE 7P2 4 RC PAIP2 X - - - X X X pos neg neg neg

197 YELLOWSTONE 7A 4 RC PAIP2 X - - - X X pos neg neg neg

198 YOSEMITE 7P2 4 RC PAIP2 X - - - X X X pos neg neg neg

201 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

203 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

205 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

223 SEQUOIA 12N 3 STL NR X - - X X X pos pos neg pos

225 SEQUOIA 12N 3 STL NR X - - X X X pos pos neg pos

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226 SEQUOIA 12N 3 STL NR X - - X X X pos pos neg pos

235 ACADIA 12N 3 STL NR X - - X X X pos pos neg pos

237 ACADIA 12N 3 STL NR X - - X X X pos pos neg pos

239 ACADIA 12N 3 STL NR X - - X X X pos pos neg pos

241 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

243 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

245 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

247 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

249 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

251 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

252 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

253 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

255 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

257 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

259 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

261 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

329 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

331 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

332 SEQUOIA 6N 4 RC NR X X X X X X X pos neg pos neg

333 SEQUOIA 6N 4 RC NR X X X X X X X pos neg pos neg

335 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

336 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

338 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

339 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

340 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

341 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

345 SEQUOIA 8N 3 RC NR X X - X X X pos pos neg pos

346 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

347 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

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348 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

349 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

350 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

351 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

352 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

353 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

354 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

355 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

356 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

357 YELLOWSTONE 6A 4 RC PAIP1 X - - X X X X pos neg neg neg

360 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos pos

361 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos pos

365 SEQUOIA 8N 3 RC NR X X - X X X pos neg neg pos

371 RUSHMORE 8N 3 RC NR X X - X X X pos neg pos pos

374 RUSHMORE 8N 3 RC NR X X - X X X pos neg pos neg

376 RUSHMORE 8N 3 RC NR X X - X X X pos neg pos neg

400 SEQUOIA 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

403 SEQUOIA 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

701 YOSEMITE 16N 4 STL NR X - - X X X pos neg pos neg

707 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos pos neg pos

708 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

709 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

710 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

711 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

713 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

714 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

717 CAPE COD 7P2 4 RC PAIP3 X - - - X X X pos neg neg neg

719 YELLOWSTONE 7P2 4 RC PAIP3 X - - - X X X pos neg neg neg

720 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

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863 ZELKOVA 12N 3 STL NR X - - X X X pos pos neg pos

864 ZELKOVA 12N 3 STL NR X - - X X X pos pos neg pos

865 ZELKOVA 12N 3 STL NR X - - X X X pos pos neg pos

866 ZELKOVA 12N 3 STL NR X - - X X X pos pos neg pos

870 ZELKOVA 12N 3 STL NR X - - X X X pos pos neg pos

871 ELM 12N 3 STL NR X - - X X X pos pos neg pos

872 ELM 12N 3 STL NR X - - X X X pos pos neg pos

873 ELM 12N 3 STL NR X - - X X X pos pos neg pos

876 ELM 12N 3 STL NR X - - X X X pos pos neg pos

877 ELM 12N 3 STL NR X - - X X X pos pos neg pos

878 ELM 12N 3 STL NR X - - X X X pos pos neg pos

879 ELM 12N 3 STL NR X - - X X X pos pos neg pos

880 ELM 12N 3 STL NR X - - X X X pos pos neg pos

881 ELM 12N 3 STL NR X - - X X X pos pos neg pos

882 ELM 12N 3 STL NR X - - X X X pos pos neg pos

884 ELM 12N 3 STL NR X - - X X X pos pos neg pos

886 ELM 12N 3 STL NR X - - X X X pos pos neg pos

893 ZELKOVA 12N 3 STL NR X - - X X X pos pos neg pos

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Section 01 11 00 Page 8

1.1.1.1 Project Engineer Qualifications

The Contractor shall appoint a skilled Licensed Construction Engineer or

Architectural Engineer in accordance with paragraphs 1 and 2 of Article 4, Contract Handling Regulations of the Prime Minister's Office of the

Government of Japan, as the Project Engineer for this contract. A First

Grade Construction Engineer or Architectural Engineer is required.

1.1.2 Location

The work shall be located at Misawa Air Base, Japan (Base).

1.1.3 Definitions

The term "United States" is assumed to appear before the word "Government" whenever the latter word appears in this contract, except where the word

"Government" refers to a different named Government.

1.2 AUTHORITY

Except as noted below, the term "Contracting Officer" (CO) as used in this specification includes the authorized representative of the CO acting within the limits of his/her authority. With respect to all paragraphs of the specifications citing "approval by the CO" and all paragraphs cited in

Material Approval Submittals, of the solicitation, the term "Contracting

Officer" means only those individuals properly appointed as a Contracting

Officer within the Contracting Squadron; no other Government personnel has the authority to grant such approval. This includes the Contracting

Officer's Representative (COR). The COR has authority to review Material

Submittal packages and recommend approval by the CO. At the Final

Acceptance Inspection, the COR will perform the inspection and recommend acceptance or conditional acceptance to the CO.

1.3 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:"

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work as approved by the CO. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.4 WORK AREA

The Contractor's personnel are restricted to the area of construction only.

Transiting of areas not in the contract is not permitted except as required in the performance of this contract. Contractor shall secure work site(s) during non-working hours.

Adequate outside security lighting shall be provided at the Contractor's temporary facilities. The Contractor shall be responsible for the security of its own equipment; in addition, the Contractor shall notify the

Section 01 11 00 Page 9 appropriate law enforcement agency requesting periodic security checks of the temporary project field office. Provide warning signs, hazardous communications, and other safety information in both Japanese and English, when non-English speaking personnel are in the area.

1.5 LOCATION OF UNDERGROUND FACILITIES

The Contractor shall obtain an Air Force (AF) Form 103 from Base Civil

Engineering. This form will be approved/signed and utilities will be marked one time by the Government. The Contractor shall be responsible for maintaining these markings.

1.5.1 Notification Prior to Excavation

Notify the CO at least 48 hours prior to starting excavation work.

1.5.2 Excavation

a. Permits: The Contractor shall obtain an excavation permit before any excavation is started. The form(s) and the offices to be contacted will be provided by 35 CES/CENM project inspector and the

Contractor is responsible for obtaining the required coordination.

Those areas which are known to contain underground utility lines will be designated as caution areas. The Contractor must exercise extreme caution when accomplishing the required excavation work.

Hand excavation is required within 914.4 millimeters (mm) of existing utility lines. The Government reserves the right to repair all utility lines damaged by the Contractor at the expense of the Contractor.

b. Open Trenches: The Contractor shall rope off/barricade all open trenches in accordance with standard construction procedures, to include hazardous/warning signs.

c. Restoration: The Contractor shall restore all excavated areas to their original condition, to include backfill, original compaction, sodding, and scrubbings. New/replacement sod shall be placed edge-to-edge and staggered, unless otherwise shown or indicated.

1.6 WORKMANSHIP

a. Materials shall be installed in accordance with the approved recommendations of the manufacturer. The installation shall be accomplished by workmen skilled in this type of work.

b. Sufficient precautions shall be taken during the construction to protect all personnel from injury and to prevent damage of the

Government-owned materials and equipment. The Contractor shall replace damaged Government properties caused by this project with new materials or equipment without additional cost to the

Government. The work shall proceed in such a manner as to minimize the spread of dust and flying particles.

c. Demolition and Salvage: Materials to be removed shall be removed carefully so as not to damage material which is to remain or material which is deemed salvageable material. Sufficient safety precautions shall be taken to protect all personnel from injury.

Section 01 11 00 Page 10

All items to be removed shall be disposed of off base by the

Contractor in an approved dumping area in accordance with local laws and regulations. Contractor shall restore all damaged surfaces and openings as a result of work under this contract to match new and/or existing adjacent surfaces unless otherwise specified or shown.

1.7 DELIVERY AND STORAGE

Equipment and materials shall be properly stored, adequately protected, and carefully handled to prevent damage before and during installation.

Equipment and materials shall be handled, stored, and protected in accordance with the manufacturer's recommendations and as approved by the

CO. Damaged or defective materials and equipment shall be replaced with new materials and equipment at no cost to the Government.

1.8 STANDARD PRODUCTS

Materials and equipment shall be essentially the standard cataloged products of manufacturers regularly engaged in production design that complies with the specification requirements. Materials and equipment shall essentially duplicate items that have been in satisfactory commercial or industrial use at least two years prior to the date for receipt of proposals. Where two or more units of the same type and class are required, these units shall be products of a single manufacturer.

1.9 MANUFACTURER'S RECOMMENDATIONS

Where installation procedures or any part thereof are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the CO prior to installation. Installation of the item(s) will not be allowed to proceed until the recommendations are received and approved by the CO. Failure to furnish these recommendations can be cause for rejection of the material.

1.10 WELDING

Welding shall be in accordance with qualified procedures using performance-qualified welders and welding operators. Welders shall be qualified using procedures in accordance with AWS D1.1 - 1998, JIS Z 3801 (1997), STANDARD

QUALIFICATIONS PROCEDURE FOR MANUAL WELDING TECHNIQUE.

1.11 COMMUNICATIONS

The Contractor shall work through the Base project manager and must notify

CS/SCSP through the Contracting Officer's Representative at least 72 hours in advance to have communication lines staked. Any properly identified communication lines damaged by the Contractor's work shall be repaired by

Japanese Government licensed communication lineman at the Contractor's expense. The repair action must meet USG or local Nippon Telephone

Telegraph (NTT) standards. The Government reserves the right to repair all

Contractor-damaged communications lines and deduct the repair cost from the contract.

Existing cables shall be uncovered by hand digging. Extreme care shall be used during digging to avoid penetrating or otherwise damaging the cable

Section 01 11 00 Page 11 insulation. Power digging equipment shall be used for extensions only in the direction away from buried cables. Communication utilities will be identified electrically by the 35th Communications Squadron, Cable

Maintenance Work Center. Utilities will be identified in accordance with acquisition of the building permit. In the event that changed conditions result, it is incumbent upon the Contractor to seek changed conditions through the Contract Office, 35 CONS/LGCC (Base Contracting Officer).

If a communications cable must be moved, it shall be coordinated through the

COR and a government cable technician will advise on the best way to relocate it. The Contractor shall relocate the cable as directed. If the required relocation is not indicated in the contract drawings and specifications, relocation is subject to approval via changed conditions to the basic contract.

Refer to drawings for required action for Cable TV Equipment attached to exterior.

1.12 INTERPRETER

The Contractor shall have an English-speaking representative at all job sites at all times during the performance of work under this contract.

Failure to provide such representative could result in the Contractor's work being stopped at his/her expense until such time as one is provided.

1.13 FINAL INSPECTION

Final inspection will be conducted during the period of Monday through

Friday between 0800 hours and 1615 hours. The Government will perform the inspection after (a) written notification by the Contractor to the CO; or

(b) the contract completion dates, whichever comes first. Final inspections falling on weekends or U.S. legal holidays will be postponed to the following workday. The Contractor shall notify the Using Agency (35

CES/CENM) through the COR 14 days prior to the final inspection.

1.14 NOTIFICATION BEFORE STARTING ON-SITE WORK

The Contractor shall notify the CO a minimum of seven calendar days prior to starting on-site work.

1.15 PREPARATION OF MATERIAL APPROVAL SUBMITTALS

See Submittal Register after Section 01 33 00 SUBMITTAL PROCEDURES for listing of submittals. Copies of manufacturer data sheets and catalog cuts shall accompany each submittal.

1.16 JAPANESE INDUSTRIAL STANDARDS

Where materials or equipment are specified to conform to U.S. Standards from organizations such as the American National Standards Institute (ANSI), American Society for Testing Materials (ASTM), National Electrical

Manufacturers Association (NEMA), Underwriters laboratory Inc. (UL) or other

U.S. Standards and organizations, material or equipment that meets an equivalent Japanese Industrial Standard (JIS) may be substituted. It is the responsibility of the Contractor to provide all documentation required to prove the Japanese Industrial Standard is equivalent or more stringent than the U.S. Standard. All substituted material or equipment meeting an

../Word/01%2033%2000.doc

Section 01 11 00 Page 12 equivalent Japanese Industrial Standard (JIS) shall be submitted by the

Contractor to the Contracting Officer for review and approval for compliance to the U.S. Standards prior to its use on the Project. If the Government requires, the Contractor shall provide an English language copy of the referenced standard to the Government for its consideration.

1.17 DRAWINGS AND SPECIFICATIONS AT THE SITE

The Contractor shall maintain in good condition one copy of all drawings, specifications, addenda, modifications, approved shop drawings, Material

Safety Data Sheets (MSDS), and other related documents affecting the work at this site. Drawings and specifications shall be marked daily to record all changes during construction. These documents shall be made available to the

COR during construction and shall be made available on request and be delivered to the CO upon completion of the work.

1.18 USE OF EXPLOSIVES

The use of explosives is not permitted on Government installations.

1.19 BARRICADES

The Contractor shall provide barriers/signs to keep unauthorized persons from entering working area(s). Such barricades shall be required whenever safe public access to paved areas, such as roads, parking areas, or sidewalks, is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic.

Necessary bilingual warning signs shall be provided by the Contractor and shall be used in the area where construction is undertaken. The Contractor shall protect open excavations with barricades and battery-powered lights at night as warning lights and shall assure that these lights are continuously operated. Warning signs and battery-powered lights shall be removed only after the affected area(s) has been inspected and accepted as directed by the CO.

1.20 CLEANUP OF AREA

All Contractor-generated debris and rubbish shall be collected daily in a container that can be covered at the end of the day once the container is filled with trash.

1.21 DEBRIS AND RUBBISH CONTROL

For removal and transport of debris and rubbish, use only roadway(s) and/or street(s) designated by the COR. Remove and transport debris and rubbish in a manner so as to prevent spillage on streets or adjacent area(s).

Contractor shall be responsible for cleanup for any spills on roadways, streets, and other areas. Burning of debris and rubbish on Government installations is prohibited. Concrete, masonry, and other materials, other than concrete permitted to remain in place, shall be disposed of outside the limits of Government-controlled land by the Contractor.

1.22 DISPOSITION OF EXCESS CONTRACTOR-FURNISHED MATERIALS

The disposition of excess Contractor-furnished materials that has been exempt from Japanese Customs duties and taxes pursuant to Status of Forces

Section 01 11 00 Page 13

Agreement (SOFA) shall be the Contractor's responsibility. If the

Government and Contractor agree that the Contractor is to retain such excess materials, they shall be reported to the Prefectural Government Customs office authorities for payment of applicable duties and tax fees.

1.23 TRAFFIC CONTROL

Whenever construction activities will interfere with vehicular traffic, the

Contractor shall always provide an open lane for vehicular traffic. The

Contractor shall provide a flag man when a two-way lane is reduced to one lane traffic.

The Contractor shall provide, erect, and maintain adequate barriers, warning signs, rubber cones, lights, traffic control guards for night warning signals, and any other essential safety devices for the protection of the general public at all closures, excavations, detours, and points of danger at all times. If the Contractor fails to provide required traffic and safety measure and they have to be provided by the Government, the

Contractor shall be held liable for all incurred cost. Such cost shall be deducted from the contract.

1.24 STORAGE OF MATERIAL AND FIELD OFFICE

1.24.1 Site Plan

The Contractor shall prepare a site plan indicating the proposed location and dimensions of any area to be fenced and used by the Contractor, the number of trailers to be used, avenues of ingress/egress to the fenced area, and details of the fence installation. Any areas which may have to be graveled to prevent the tracking of mud shall also be identified. The

Contractor shall also indicate if the use of a supplemental or other staging area is desired.

1.24.2 Administrative Field Office

Title II Office will be provided by the government. The Contractor shall not include the cost of the Title II Office in his bid.

1.24.3 Storage Area

The Contractor shall construct a temporary 1.8-meter (m) high chain-link fence around trailers and materials. The fence shall include plastic strip inserts, colored green, so that visibility through the fence is obstructed.

Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Trailers, materials, or equipment shall not be placed or stored outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the CO away from the vicinity of the construction site but within the military boundaries.

Trailers, equipment, or materials shall not be open to public view with the exception of those items, which are in support of ongoing work on any given day. Materials shall not be stockpiled outside the fence in preparation for the next day's work. Mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment, shall be parked within the fenced area at the end of each work day.

1.24.4 Supplemental Storage Area

Section 01 11 00 Page 14

Upon Contractor's request, the CO will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but shall be within the military boundaries. Fencing of materials or equipment will not be required at this site; however, the Contractor shall be responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area. Utilities will not be provided to this area by the Government.

1.24.5 Appearance of Trailers

Trailers utilized by the Contractor for administrative or material storage purposes shall present a clean and neat exterior appearance and shall be in a state of good repair. Trailers, which in the opinion of the CO, require exterior painting or maintenance will not be allowed on military property.

1.24.6 Maintenance of Storage Area

Fencing shall be kept in a state of good repair and proper alignment.

Should the Contractor elect to traverse, with construction equipment or other vehicles, grassed or unpaved areas which are not established roadways, such areas shall be covered with a layer of gravel as necessary to prevent rutting and tracking of mud onto paved or established roadways; gravel gradation shall be at the Contractor's discretion.

1.24.7 Restoration of Storage Area

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil and seeding as necessary.

1.25 WRITTEN COMMUNICATIONS IN ENGLISH

All documents required under this contract, including but not limited to, safety hazard analysis plans, all correspondence of any nature whatsoever, and all other written communications, documents, drawings, reports, etc., of every description, shall be written in English or translated into English before being provided to the Government by the Contractor. Delays encountered because a translated copy was not submitted shall be at the

Contractor's expense and are not grounds for delay.

1.26 AVAILABILITY OF BUILDING/FACILITY

Contractor is expected to have to enter existing buildings. When entry is required, contractor shall contact the COR for direction.

1.27 INTERFERENCE WITH GOVERNMENT OPERATIONS

The Contractor shall establish work procedures and methods to avoid interference with existing operations within or adjacent to the construction area. Free passage into adjoining or adjacent buildings/areas not in the contract will not be permitted except as approved by the CO. Procedures and

Section 01 11 00 Page 15 methods shall also provide for safe conduct of work and protection of property which is to remain undisturbed.

1.28 MANAGING RADIOACTIVE MATERIALS

a. In all contracts where radioactive materials will be used, such as earthwork using a nuclear densometer, paint testing with an XRF, etc., Contractor must obtain approval from the Base Radiation

Safety Officer (RSO) at least 30 calendar days before bringing the materials to the Base. The Base RSO is the 35th Medical Group's

Bioenvironmental Engineer (DSN 226-6107 35 AMDS/SGPB), located at

Building 96.

b. The Contractor must submit to the RSO the following:

(1) A brief description of the proposed activities.

(2) A copy of a valid U.S. Nuclear Regulatory Commission

License/Permit or similar approval from the Government of Japan

(GOJ) to possess and use radioactive materials.

(3) Japanese contractors will comply with the following GOJ regulation: The Law Concerning Prevention of Radiation Hazards Due to Radio-Isotopes, etc., Law No. 167, June 10, 1957, and subsequent revisions.

(4) The name, local address, and telephone number for the responsible local representative and the name, address, and telephone number of the RSO named on their license/permit.

(5) A copy of that part of the AF contract describing work to be done at the Base and the inclusive dates of the work.

(6) An acknowledgment that the Base RSO can make periodic checks to ensure that Contractor personnel follow radiation safety practices to prevent exposures to AF personnel and avoid contamination of government property. Contractor operations believed to be unsafe due to radiation hazards can be grounds for suspension of work.

1.29 ASBESTOS-CONTAINING MATERIALS (ACMS)

The Contractor shall not use materials that contains asbestos.

1.30…