Attachment E_P1360 SPECS_Part 1 of 5.pdf

WORK ORDER NO.

At the

PREPARED BY:

Architectural: Mechanical:

Civil: Electrical:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

UNCLASSIFIED/FOR OFFICIAL USE ONLY

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PROJECT NUMBER: 1838720

CONTRACT NUMBER:

TASK ORDER NUMBER:

P1360 JOINT MAIRITIME FACILITY

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

ATLANTIC

HAVING PARTICIPATED IN THE DESIGN OF PROJECT NO. 1838720, P1360 JOINT MARITIME

FACILITY AND HAVING THOROUGHLY REVIEWED THE COMPLETED PROJECT DOCUMENTS, I

DECLARE THAT THE FACILITY DESIGN INCLUDED HEREIN COMPLIES WITH ALL APPLICABLE

CANADIAN CODES AND LAWS.

DATE SIGNATURE (PROFESSIONAL SEAL)

REIGSTERED ENGINEER

2026-01-23

PERMIT HOLDER

PROVINCE OF NEWFOUNDLAND AND LABRADOR

CLASS "A"

This Permit Allows

WSP CANADA INC.

pegnl

January 23, 202 Digitally signed by Matthew.Rodgers@wsp.com

DN:

cn=Matthew.Rodgers@wsp.com Date: 2026.01.22 13:03:53 -04'00'

Matthew.Rodgers@wsp.com

CAPA073383

R:\GENIVAR\STAMPS\MR-NFLD Model (1)

CAPA073383

Text Box 2026-01-23

CAPA073383

Snapshot

Joint Maritime Facility P1360

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/24 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 02/24 SUMMARY OF WORK

01 14 00 11/22, CHG 3: 08/24 WORK RESTRICTIONS

01 20 00 11/20, CHG 3: 02/23 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20, CHG 4: 08/24 ADMINISTRATIVE REQUIREMENTS

01 31 20 05/22 PROJECT TECHNICAL DATA MANAGEMENT AND

VISUALIZATION

01 31 23.13 20 08/23, CHG 1: 02/24 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

(eCMS)

01 32 17.00 20 11/23 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 05/24 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 11/15, CHG 1: 08/22 HEALTH, SAFETY, AND EMERGENCY RESPONSE

PROCEDURES FOR CONTAMINATED SITES

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 02/24 METRIC MEASUREMENTS

01 45 00 08/23, CHG 1: 05/24 QUALITY CONTROL

01 45 35 05/24 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 05/23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 05/23, CHG 1: 11/23 FACILITY DATA WORKBOOK (FDW)

01 91 00.15 05/23, CHG 3: 08/24 BUILDING COMMISSIONING

01 91 19 05/2023 BUILDING ENCLOSURE COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

02 42 51 11/19 CARPET REMOVAL AND RECLAMATION

02 51 19 02/21 SOLIDIFICATION AND STABILIZATION

DECONTAMINATION

02 61 13 02/10, CHG 1: 02/21 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL

02 61 23 04/06 REMOVAL AND DISPOSAL OF PCB

CONTAMINATED SOILS

02 65 00 11/22 UNDERGROUND STORAGE TANK REMOVAL

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

02 82 00 11/18, CHG 1: 11/19 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

02 84 16 11/22 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

DIVISION 03 - CONCRETE

PROJECT TABLE OF CONTENTS Page 1

03 30 00 02/19, CHG 9: 08/24 CAST-IN-PLACE CONCRETE

03 45 00 05/16, CHG 2: 11/21 PRECAST ARCHITECTURAL CONCRETE

DIVISION 05 - METALS

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 30 00 05/15, CHG 2: 08/18 STEEL DECKS

05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 08/23 BITUMINOUS DAMPPROOFING

07 14 00 08/23 FLUID-APPLIED WATERPROOFING

07 21 13 08/23 BOARD AND BLOCK INSULATION

07 22 00 02/16, CHG 3: 11/18 ROOF AND DECK INSULATION

07 27 10 08/23 BUILDING AIR BARRIER SYSTEM

07 27 19.01 08/23, CHG 1: 08/24 SELF-ADHERING AIR BARRIERS

07 27 26 08/23 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 42 63 05/11, CHG 4: 08/20 FABRICATED WALL PANEL ASSEMBLIES

07 52 00 05/12, CHG 5: 11/19 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 08/23 FLASHING AND SHEET METAL

07 61 15.00 20 08/16, CHG 2: 11/18 ALUMINUM STANDING SEAM ROOFING

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/23 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 34 73 11/19, CHG 1: 02/21 SOUND CONTROL DOOR ASSEMBLIES

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 81 00 05/19 GLAZING

DIVISION 09 - FINISHES

09 22 00 08/24 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 30 10 08/20 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 62 38 08/17, CHG 1: 08/18 STATIC-CONTROL FLOORING

09 67 23.15 02/21 FUEL RESISTIVE RESINOUS FLOORING,

3-COAT SYSTEM

09 69 13 11/24 RIGID GRID ACCESS FLOORING

09 90 00 02/21 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

PROJECT TABLE OF CONTENTS Page 2

10 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 51 13 08/24 LOCKERS

DIVISION 12 - FURNISHINGS

12 00 01.00 20 02/23 FURNITURE, FIXTURES AND EQUIPMENT

(FF&E) PACKAGE

DIVISION 21 - FIRE SUPPRESSION

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

21 22 00 04/20 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

21 30 00 04/08, CHG 1: 08/13 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 05/24 PLUMBING, GENERAL PURPOSE

22 05 48.00 20 04/06, CHG 1: 05/15 MECHANICAL SOUND, VIBRATION, AND

SEISMIC CONTROL

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 03 00.00 20 08/10, CHG 3: 08/18 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 05/25 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 08/24 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 08 00 05/23, CHG 1: 08/24 COMMISSIONING OF MECHANICAL AND

PLUMBING SYSTEMS

23 09 00 08/24 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.02 08/24 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 23 00 08/21 REFRIGERANT PIPING

23 30 00 02/25 HVAC AIR DISTRIBUTION

23 64 10 05/25 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 08/09, CHG 7: 02/24 CHILLED, CHILLED-HOT, AND CONDENSER

WATER PIPING SYSTEMS

23 81 00 05/24 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 23 11/20 COMPUTER ROOM AIR CONDITIONING UNITS

23 83 00.00 20 04/06 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 05/21, CHG 1: 08/23 CYBERSECURITY FOR FACILITY-RELATED

CONTROL HVAC SYSTEMS

25 05 11.02 08/24 CYBERSECURITY FOR LOW IMPACT EMERGENCY

AND BACK-UP ELECTRICAL POWER SYSTEMS

25 05 11.03 08/24 CYBERSECURITY FOR LOW IMPACT

ELECTRICITY METERING SYSTEM

25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

25 08 11.00 20 11/20 RISK MANAGEMENT FRAMEWORK FOR

FACILITY-RELATED CONTROL SYSTEMS

PROJECT TABLE OF CONTENTS Page 3

DIVISION 26 - ELECTRICAL

26 05 48 11/23 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 12 19 05/24 PAD-MOUNTED, LIQUID-FILLED,

MEDIUM-VOLTAGE TRANSFORMERS

26 20 00 08/23 INTERIOR DISTRIBUTION SYSTEM

26 24 13 08/21 SWITCHBOARDS

26 27 14.00 20 02/21, CHG 1: 05/21 ELECTRICITY METERING

26 32 15 05/24 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 33 53 05/19 STATIC UNINTERRUPTIBLE POWER SUPPLY

(UPS)

26 36 23 05/20, CHG 1: 08/21 AUTOMATIC TRANSFER AND STATIC TRANSFER

SWITCHES

26 36 23.01 05/20, CHG 1: 08/21 AUTOMATIC AND STATIC TRANSFER SWITCHES

26 41 00 08/23 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 08/23 ELECTRONIC SECURITY SYSTEM ACCEPTANCE

TESTING

28 10 05 05/24 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

31 21 13 11/18 RADON MITIGATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 23 05/22 AGGREGATE BASE COURSE FOR FLEXIBLE

AND RIDGID PAVING

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 31 13.53 11/21 HIGH-SECURITY FENCES (CHAIN LINK AND

ORNAMENTAL) AND GATES

32 92 19 08/17, CHG 1: 08/21 SEEDING

DIVISION 33 - UTILITIES

33 01 50.31 02/20 LEAK DETECTION FOR FUELING SYSTEMS

33 08 53 08/18 AVIATION FUEL DISTRIBUTION SYSTEM

START-UP

33 09 52 11/18 FUEL PUMP CONTROL AND ANNUNCIATION

SYSTEM (NON-HYDRANT)

PROJECT TABLE OF CONTENTS Page 4

33 11 00 02/18, CHG 2: 11/23 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 11/21 STORMWATER UTILITIES

33 46 13 05/20 FOUNDATION DRAINAGE

33 52 10 11/18, CHG 1: 11/20 FUEL SYSTEMS PIPING (SERVICE STATION)

33 52 23.15 05/25 POL SERVICE PIPING WELDING

33 56 10 05/25 FACTORY-FABRICATED FUEL STORAGE TANKS

33 57 55 11/18, CHG 1: 11/20 FUEL SYSTEM COMPONENTS (NON-HYDRANT)

33 71 01 05/19, CHG 1: 11/19 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5

P1360 Joint Maritime Facility 1783264

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/24

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

Contract drawings are as follows:

DEMOLITION DRAWINGS

NAVFAC

DWG NO.

SHEET NO. SHEET TITLE

1 G-001 COVER SHEET

2 G-002 GENERAL NOTES, ABBREVIATIONS AND SYMBOLS LEGEND

3 CD101 CIVIL DEMOLITION PLAN

4 SD101 STRUCTRUAL DEMOLITON PLAN

5 AD101 DEMOLITON FLOOR PLAN

6 AD102 DEMOLITION ROOF PLAN

7 AD103 DEMOLITION FLOOR PLAN

8 AD201 DEMOLITION EXTERIOR ELEVATIONS

9 AD202 DEMOLITION EXTERIOR ELEVATIONS

10 PD101 DEMOLITION PLAN AREA A

11 PD102 DEMOLITION PLAN AREA B

12 PD103 DEMOLITION PLAN AREA C

13 PD104 DEMOLITION PLAN AREA D

14 PD105 DEMOLITION ROOF PLANS

15 MD101 DEMOLITION PLAN AREA A

DOCUMENT 00 01 15 Page 1

DEMOLITION DRAWINGS

16 MD102 DEMOLITION PLAN AREA B

17 MD103 DEMOLITION PLAN AREA C

18 MD104 DEMOLITION PLAN AREA D

19 MD105 DEMOLITION ROOF PLAN

20 MD106 DEMOLITION FLOOR PLAN

21 MD107 DEMOLITION ROOF PLAN

22 ED101 ELECTRICAL DEMOLITION ENLARGED PLAN AREA A

23 ED102 ELECTRICAL DEMOLITION ENLARGED PLAN AREA B

24 ED103 ELECTRICAL DEMOLITION ENLARGED PLAN AREA C

25 ED104 ELECTRICAL DEMOLITION ENLARGED PLAN AREA D

26 ED105 DEMOLITION FLOOR PLAN

27 ED901 REFERENCE PICTURES

28 ED902 REFERENCE PICTURES

29 ED903 REFERENCE PICTURES

30 ED904 REFERENCE PICTURES

31 ED905 REFERENCE PICTURES

32 ED906 REFERENCE PICTURES

33 ED907 REFERENCE PICTURES

DESIGN DRAWINGS

GENERAL

1 14157063 G-001 COVER SHEET

2 14157064 G-002 INDEX OF DRAWING

3 14157065 G-007 CODE COMPLIANCE SUMMARY

4 14157066 G-008 BUILDING CODE SITE PLAN

5 14157067 G-101 LIFE SAFETY PLAN

DOCUMENT 00 01 15 Page 2

6 14157068 G-201 AIR BARRIER SYSTEM KEY PLAN

7 14157069 G-202 AIR BARRIER SYSTEM BUILDING SECTIONS

GEOTECHNICAL

8 14157070 B-001 NOTES AND LEGEND

9 14157071 B-101 SUBSURFACE EXPLORATION LOCATION PLAN

10 14157072 B-201 FOOTING UNDERCUT EXCAVATION

11 14157073 B-601 SUBSURFACE EXPLORATION RECORDS

12 14157074 B-602 SUBSURFACE EXPLORATION RECORDS

13 14157075 B-603 SUBSURFACE EXPLORATION RECORDS

14 14157076 B-604 SUBSURFACE EXPLORATION RECORDS

15 14157077 B-605 SUBSURFACE EXPLORATION RECORDS

16 14157078 B-606 SUBSURFACE EXPLORATION RECORDS

17 14157079 B-607 SUBSURFACE EXPLORATION RECORDS

CIVIL

18 14157080 C-001 LEGEND, NOTES & ABBREVIATIONS

19 14157081 C-002 CIVIL NOTES

20 14157082 VF101 EXISTING CONDITIONS PLAN

21 14157083 CE101 EROSION AND SEDIMENT CONTROL PLAN PHASE I

22 14157084 CE102 EROSION AND SEDIMENT CONTROL PLAN PHASE II

23 14157085 CS101 CIVIL SITE AND LAYOUT PLAN

24 14157086 CS401 CONCRETE JOINTING PLAN

25 14157087 CG101 GRADING PLAN

26 14157088 CU101 UTILITY PLAN

27 14157089 CU201 STORM SEWER AND WATER LINE PROFILES

DOCUMENT 00 01 15 Page 3

28 14157090 CU202 STORM SEWER PROFILES

29 14157091 C-501 DETAILS - EROSION AND SEDIMENT CONTROL

30 14157092 C-502 DETAILS - EROSION AND SEDIMENT CONTROL

31 14157093 C-503 DETAILS - SITE

32 14157094 C-504 DETAILS - SITE

33 14157095 C-505 DETAILS - UTILITY

34 14157096 C-506 DETAILS - UTILITY

35 14157097 C-507 DETAILS - UTILITY

36 14157098 C-508 DETAILS - UTILITY

37 14157099 C-509 DETAILS - UTILITY

38 14157100 C-510 DETAILS - FENCING

39 14157101 C-511 DETAILS - FENCING

LANDSCAPE

40 14157102 L-001 LANDSCAPE NOTES, LEGEND, AND ABBREVIATIONS

41 14157103 LS101 LANDSCAPE SITE PLAN

42 14157104 LS501 LANDSCAPE DETAILS

STRUCTURAL

43 14157105 S-001 GENERAL STRUCTURAL NOTES

44 14157106 S-002 LEGENDS AND ABBREVIATIONS

45 14157107 S-003 LOADING DIAGRAMS

46 14157108 S-101 FOUNDATION PLAN

47 14157109 S-102 LOW ROOF FRAMING PLAN

48 14157110 S-103 HIGH ROOF FRAMING PLAN

49 14157111 S-301 SECTIONS

DOCUMENT 00 01 15 Page 4

50 14157112 S-302 SECTIONS

51 14157113 S-401 FUEL TANK ROOM FRAMING PLAN

52 14157114 S-501 FOUNDATION DETAILS

53 14157115 S-502 SOG DETAILS

54 14157116 S-503 STEEL DETAILS

55 14157117 S-504 WALL DETAILS

ARCHITECTURAL

56 14157118 A-001 GENERAL NOTES LEGENDS AND ABBREVIATIONS

57 14157119 A-101 WORK KEYNOTES - PLANS

58 14157120 A-105 FLOOR PLAN

59 14157121 A-106 REFLECTED CEILING PLAN

60 14157122 A-107 ROOF PLAN

61 14157123 A-201 WORK KEYNOTES - ELEVATIONS

62 14157124 A-205 ELEVATIONS

63 14157125 A-206 ELEVATIONS

64 14157126 A-301 WORK KEYNOTES - BUILDING SECTIONS

65 14157127 A-302 WORK KEYNOTES WALL - SECTIONS

66 14157128 A-305 BUILDING SECTIONS

67 14157129 A-306 WALL SECTIONS

68 14157130 A-307 WALL SECTIONS

69 14157131 A-401 KEYNOTES - ENLARGED PLAN & INTERIOR ELEVATIONS

70 14157132 A-405 ENLARGED FLOOR PLANS

71 14157133 A-406 INTERIOR ELEVATIONS AND TOILET ACCESSORIES SCHEDULES

72 14157134 A-407 CASEWORK SECTIONS

73 14157135 A-501 WORK KEYNOTES - EXTERIOR DETAILS

DOCUMENT 00 01 15 Page 5

74 14157136 A-502 WORK KEYNOTES CEILING, PENETRATION, FIRE RATED PARTITION

AND RAISED ACCESS FLOOR DETAILS

75 14157137 A-505 ROOF DETAILS

76 14157138 A-506 EXTERIOR DETAILS

77 14157139 A-507 CEILING DETAILS

78 14157140 A-508 FIRE RATED PENETRATION DETAILS

79 14157141 A-509 FIRE RATED PARTITION DETAILS

80 14157142 A-510 RAISED ACCESS FLOOR DETAILS

81 14157143 A-601 WORK KEYNOTES - DOORS, LOUVERS, TRANS. PANEL DETAILS

82 14157144 A-605 PARTITION TYPES

83 14157145 A-606 DOOR AND WINDOW SCHEDULES AND TYPES

84 14157146 A-607 DOOR DETAILS

85 14157147 A-608 PIPE PENETRATION AND LOUVER DETAILS

INTERIORS

86 14157148 IF101 INTERIOR FURNITURE PLAN

87 14157149 IF601 FURNITURE SCHEDULE AND DETAILS

88 14157150 IG101 INTERIOR SIGNAGE PLAN

89 14157151 IG601 INTERIOR SIGNAGE SCHEDULE AND DETAILS

90 14157152 IN601 INTERIOR FINISH LEGEND AND SCHEDULE

FIRE PROTECTION

91 14157153 F-001 FIRE PROTECTION LEGEND AND NOTES

92 14157154 F-002 FIRE PROTECTION NOTES CONTINUED

93 14157155 FA101 FIRE ALARM FLOOR PLAN

94 14157156 FA501 FIRE ALARM DETAILS

95 14157157 FA502 FIRE ALARM RISER DIAGRAM AND MATRIX

DOCUMENT 00 01 15 Page 6

96 14157158 FX101 FIRE SUPRESSION FLOOR PLAN

97 14157159 FX401 FIRE PUMP PLAN VIEW

98 14157160 FK101 CLEAN AGENT SUPRESSION FLOOR PLAN

99 14157161 FK501 CLEAN AGENT RISER DIAGRAM AND MATRIX

PLUMBING

100 14157162 P-001 GENERAL NOTES, SYMBOLS, AND LEGENDS

101 14157163 P-101 DOMESTIC WATER - FLOOR PLAN

102 14157164 P-102 SANITARY/VENT - FLOOR PLAN

103 14157165 P-103 RADON - FLOOR PLAN

104 14157166 P-104 FUEL LINE - FLOOR PLAN

105 14157167 P-401 ENLARGED FLOOR PLANS

106 14157168 P-501 PLUMBING DETAILS

107 14157169 P-502 PLUMBING DETAILS

108 14157170 P-601 PLUMBING SCHEDULES

109 14157171 P-602 PLUMBING SCHEDULES

110 14157172 P-701 WATER RISER DIAGRAM

111 14157173 P-702 WATER RISER DIAGRAM

112 14157174 P-703 RADON MITIGATION RISER DIAGRAM

113 14157175 P-704 FUEL - OIL SCHEMATICS

MECHANICAL

114 14157176 M-001 MECHANICAL GENERAL NOTES, SYMBOLS, AND LEGENDS

115 14157177 M-101 FLOOR PLAN - MECHANICAL HVAC

116 14157178 M-102 FLOOR PLAN - MECHANICAL PIPING

117 14157179 M-401 ENLARGED FLOOR PLAN - MECHANICAL ROOM DUCTWORK

DOCUMENT 00 01 15 Page 7

118 14157180 M-402 ENLARGED FLOOR PLAN - MECHANICAL ROOM PIPPING

119 14157181 M-403 MECHANICAL SECTION PLANS

120 14157182 M-501 MECHANICAL DETAILS

121 14157183 M-502 MECHANICAL DETAILS

122 14157184 M-503 MECHANICAL DETAILS

123 14157185 M-504 MECHANICAL DETAILS

124 14157186 M-505 MECHANICAL DETAILS

125 14157187 M-506 MECHANICAL DETAILS

126 14157188 M-507 MECHANICAL DETAILS

127 14157189 M-601 MECHANICAL SCHEDULES

128 14157190 M-602 MECHANICAL SCHEDULES

129 14157191 M-603 MECHANICAL SCHEDULES

130 14157192 M-701 MECHANIAL CONTROLS

131 14157193 M-702 CHILLED WATER CONTROL

132 14157194 M-703 MECHANICAL CONTROLS

133 14157195 M-704 MECHANICAL CONTROLS

134 14157196 M-705 MECHANICAL CONTROLS

ELECTRICAL

135 14157197 E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

136 14157198 ES101 ELECTRICAL DEMOLITION SITE PLAN

137 14157199 ES102 ELECTRICAL SITE PLAN

138 14157200 ES501 ELECTRICAL SITE DETAILS

139 14157201 ES502 ELECTRICAL SITE DETAILS

140 14157202 ES503 OVERHEAD ELECTRICAL SITE DETAILS

141 14157203 ES504 OVERHEAD ELECTRICAL SITE DETAILS

DOCUMENT 00 01 15 Page 8

142 14157204 EL101 ELECTRICAL LIGHTING PLAN

143 14157205 EL501 LUMINAIRE DETAILS

144 14157206 EL502 LUMINAIRE DETAILS

145 14157207 EL601 LUMINAIRE SCHEDULE AND CONTROL TABLE

146 14157208 EP101 ELECTRICAL POWER PLAN

147 14157209 EP102 ELECTRICAL POWER PLAN - MECHANICAL EQUIPMENT

148 14157210 EP201 ELECTRICAL SWITCHBOARD GS1 ELEVATION AND SCHEDULE

149 14157211 EP202 ELECTRICAL SWITCHBOARD ES1 ELEVATION AND SCHEDULE

150 14157212 EP601 ELECTRICAL ONE-LINE DIAGRAM

151 14157213 EP602 ELECTRICAL PANELBOARD SCHEDULES

152 14157214 EP603 ELECTRICAL PANELBOARD SCHEDULES

153 14157215 EP604 PDU-1A PANELBOARD SCHEDULES

154 14157216 EP605 PDU-2A AND PDU-AB PANELBOARDS SCHEDULES

155 14157217 EP606 PDU-1B PANELBOARD SCHEDULES

156 14157218 EP607 PDU-2B AND GL115 PANELBOARD SCHEDULES

157 14157219 EG101 ELECTRICAL GROUNDING PLAN

158 14157220 EG102 LIGHTNING PROTECTION SYSTEM ROOF PLAN

159 14157221 EG201 EXTERIOR LPS ELEVATIONS

160 14157222 EG202 EXTERIOR LPS ELEVATIONS

161 14157223 EG501 GROUNDING AND LPS DETAILS

162 14157224 EG502 GROUNDING AND LPS DETAILS

163 14157225 TN101 TELECOMMUNICATIONS AND OVERHEAD CABLE TRAY PLAN

164 14157226 TN401 ENLARGED TELECOMMUNICATIONS PLANS

165 14157227 TN501 TELECOMMUNICATIONS WORKSTATION OUTLET DETAILS

166 14157228 TN601 TELECOMMUNICATIONS RISER DIAGRAMS

167 14157229 TY101 ELECTRONIC SECURITY SYSTEM PLAN

DOCUMENT 00 01 15 Page 9

168 14157230 TY501 ELECTRONIC SECURITY SYSTEM DOOR ELEVATIONS

169 14157231 TY601 ACCESS CONTROL AND INTRUSION DETECTION SYSTEM RISER

DIAGRAMS

170 14157232 TY602 VIDEO SURVEILLANCE SYSTEM RISER DIAGRAM

-- End of Document --

DOCUMENT 00 01 15 Page 10

SECTION 01 11 00

SUMMARY OF WORK

02/24

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes construct communication facility, demolition of existing equipment and utlity buildings and utilities and incidental related work.

The facility will provide space for administration and support, maintenance and storage, communication equipment, and logistics support area. Project areas for emergency power resiliency, such as emergency power generators, and uninterruptible power supply. The facility also includes a vault to support communication systems.

This project includes Anti-Terrorism (AT) features and comply with applicable service and Geographic Combatant Commander (GCC) policies and per Unified Facilities Criteria (UFC)for Department of Defense (DoD) Minimum Anti-Terrorism Standards for Buildings.

This project is partially located within a flood hazard area. Finished floor elevation will be 600 mm above the design 100-year flood elevation. Site electrical and mechanical equipment will also be set on raised platforms 600 mm.

Demolition includes the removal of two low-rise buildings, including foundations, pavements and utilities around the project site. Environmental mitigation includes testing, proper handling and disposal for contaminated soils and demolition debris.

Site-related improvements consist of pavement for pedestrian walkways, equipment pads, and driveways and landscaping.

Utlities required include electrical power and lighting, telecommunication , potable and fire protection water distribution, sanitary sewer collection system, and stormwater management system.

1.2.2 Location

The work is located at the Moll Point, near Argentia, Newfoundland Canada, approximately as indicated. The exact location will be shown by the

SECTION 01 11 00 Page 1

Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Guard Building will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 72 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.5 NAVY AND MARINE CORPS INTRANET (NMCI) COORDINATION REQUIREMENTS

1.5.1 NMCI Contractor Access

Allow the NMCI Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections.

Coordinate efforts with the NMCI Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the NMCI Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.6 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the storage area located within _____ kilometers of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Provide a system for property control in the salvage plan. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

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WORK RESTRICTIONS

11/22, CHG 3: 08/24

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 State

"State" when used in reference to states of the United States also includes the Territory of Guam.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Regulations

List of Contact Personnel

Personnel List

Entry Approval for Employees; G

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Installation Access

Coordinate with NAVFAC Atlantic for all installation access requirements prior to work.

SECTION 01 14 00 Page 1

1.3.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours will consist of established by the Contracting Officer.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

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PRICE AND PAYMENT PROCEDURES

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PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Earned Value Report (construction Contract) as directed by the Contracting Officer. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.3.2 Payment Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer.

Additionally, the Earned Value Report must be separated as follows:

a. Primary Facilities Cost Breakdown:

Defined as work on the primary facilities out to the 1.5 m line. Work out to the 1.5 m line includes construction encompassed within a

SECTION 01 20 00 Page 1 theoretical line 1.5 m from the face of exterior walls and includes attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 1.5 m line.

b. Supporting Facilities Cost Breakdown:

Defined as site work, including incidental work, outside the 1.5 m line.

1.3.3 Schedule Requirements for HVAC TAB

The field work requirements in Section 23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC must be broken down in the Earned Value Report from the cost-loaded NAS by separate line items which reflect measurable deliverables. The value for each pay item listed below will be established on a case by case basis for each Contract. The line items are as follows:

a. Approval of Design Review Report: The TABS Agency is required to conduct a review of the project plans and specifications to identify any feature, or the lack thereof, that would preclude successful testing and balancing of the project HVAC systems. Submit the resulting findings to the Government to allow correction of the design. The progress payment will not be issued until the report is reviewed and approved.

b. Approval of the pre-field engineering report: The TABS Agency submits a report which outlines the scope of field work. The report must contain details of what systems will be tested, procedures to be used, sample report forms for reporting test results and a quality control checklist of work items that must be completed before TABS field work commences.

c. Season I field work: Incremental payments are issued as the TABS field work progresses. The TABS Agency mobilizes to the project site and executes the field work as outlined in the pre-field engineering report. The HVAC water and air systems are balanced and operational data must be collected for one seasonal condition (either summer or winter depending on project timing).

d. Approval of Season I report: On completion of the Season I field work, the data is compiled into a report and submitted to the Government. The report is reviewed, and approved, after ensuring compliance with the pre-field engineering report scope of work.

e. Completion of Season I field QA check: Contract QC and Government representatives meet the TABS Agency at the jobsite to retest portions of the systems reported in the Season I report. The purpose of these tests are to validate the accuracy and completeness of the previously submitted Season I report.

f. Approval of Season II report: The TABS Agency completes all Season II field work, which is normally comprised mainly of taking heat transfer temperature readings, in the season opposite of that under which Season I performance data was compiled. Compile this data into a report and submit to the Government. On completion of submittal review to ensure compliance with the pre-field engineering report scope, progress payment is issued. Progress payment is less than that issued for the Season I report since most of the water and air

SECTION 01 20 00 Page 2 balancing work effort is completed under Season I.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, base equipment use rates upon the applicable provisions of the

EP 1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 must include certification by Quality Control (QC) Manager as required by the Contract.

b. The Earned Value Report from the cost-loaded NAS.

c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

d. Monthly Work-hour report.

e. Updated Construction Progress Schedule and tabular reports required by the contract.

f. Contractor Safety Self Evaluation Checklist.

g. Updated submittal register.

h. Solid Waste Disposal Report.

i. Certified payrolls.

j. Updated testing logs.

k. Other supporting documents as requested.

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of

SECTION 01 20 00 Page 3 attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.5.3 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this Contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR

32.103 Progress Payments Under Construction Contracts:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this Contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.

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1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the Contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment must be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this Contract.

Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation must be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20, CHG 4: 08/24

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

SECTION 01 30 00 Page 1

Include a date designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by Provincelaw.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section01 45 00 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

SECTION 01 30 00 Page 2

1.7 PRECONSTRUCTION MEETING

Immediately after award, prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Meeting . The meeting must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled NAVFAC Red Zone Meetings beginning at approximately 75 percent of project completion. Include the following in the facility Turnover effort:

1.8.1 Red Zone Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.8.2 Meetings

a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.

At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.

c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. During the Red Zone Meetings discuss with the COTR any upcoming

SECTION 01 30 00 Page 3 activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

1.9 EXPORT LICENSES FOR OVERSEAS PROJECTS

Obtain individual export licenses and project export licenses required by the Department of Commerce regulations ( 15 CFR 772 and 15 CFR 773 ) so that no delays are experienced in shipping from the United States of America to a foreign country. For additional information, the Contractor may contact one of the U.S. and Foreign Commercial Service District Offices of the Department of Commerce which are located in almost every State.

1.10 WAIVER FOR WORKER'S COMPENSATION

In addition to FAR 52.228-4 Workers' Compensation and War-Hazard Insurance Overseas, the Secretary of Labor has granted a waiver. The waiver does not apply to employees who are hired in the United States, or who are residents, or citizens of the United States.

1.11 PARTNERING

Host the partnering session within 45 calendar days of contract award. To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, NAVFAC, PWD,, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.11.1 Facilitated (Formal) Partnering

a. Within 35 calendar days after award and prior to the start of work, host a Formal Partnering session with key personnel from the project team including both Contractor and Government personnel. All costs associated with the Partnering session including the third-party independent Facilitator Consultant, meeting room and other incidental items are the responsibility of the Contractor.

b. Before the Facilitated (Formal) Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note pads, pens/pencils, colored flash cards) and have these items available at the Partnering session. Provide copies of any documents required for distribution to all attendees. Participants will bear their own costs for meals, lodging and transportation associated with Partnering .

c. The Initial Partnering Session must be a duration of one day and be held at a location off base as agreed to by the Contracting Officer.

Partnering session may take place concurrently with the Pre-Construction Meeting.

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d. Facilitator must be experienced in conducting corporate Partnering sessions and must be a third-party independent facilitating consultant

- not an employee of the Contractor. The Facilitator is responsible for leading all aspects of the Partnering session necessary to achieve the Partnering goal.

e. An outcome of the Partnering session must be an escalation matrix agreed upon by both the Government and Contractor, which identifies key Government and Contractor decision makers by name and anticipated decision durations.

f. Host follow-on Partnering Sessions at three- to six-month…