1588810-SPC-01of24.pdf

EPROJECTS NO. 1588810

CONTRACT NO.

FY20 MCON P-653

DRY DOCK FLOOD PROTECTION IMPROVEMENTS

at

NORFOLK NAVAL SHIPYARD

PORTSMOUTH, VA

PREPARED BY

MN+BMcD Joint Venture 101 West Main Street, Suite 800

Norfolk, VA 23510

A/E Contract Number: N40085-18-D-1100 Delivery Order: N4008519F4374

Civil (Site) William W. Wheaton, PE Geotechnical: John DiGenova, PE Civil (Flood Gates): Brandyn W. Turley, PE Structural: Roderick D. Whitsel, PE Electrical: Wayne A. Sutton, PE

Submitted By: _______________________________________ Date: February 21,2020 William W. Wheaton, PE

APPROVED BY:

For Commander, NAVFAC: ________________________________ Date: ____________

MIDLANT

THIS PAGE INTENTIONALLY LEFT BLANK

P-653 Dry Dock Flood Protection Improvements eProject No. 1588810 Norfolk Naval Shipyard, Portsmouth, VA

SIGNATURES Page 1

Name: Brandyn W. Turley, PE Discipline: Civil / AT/FP

Name: Erik Velazquez, AIA Discipline: Architectural

Name: William W. Wheaton, PE Discipline: General, Civil Demolition/Sitework

Name: Roderick D. Whitsel, PE Discipline: Structural

Name: Dmitri Zaichenko, PE Discipline: Electrical

TABLE OF CONTENTS - Page 1 of 4

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS AND REFERENCE DOCUMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00.00 22 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00.00 22 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00.00 22 SUBMITTAL PROCEDURES

01 35 13.00 22 SPECIAL PROJECT PROCEDURES

01 35 26.00 22 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 22 QUALITY CONTROL

01 45 01 CAISSON AND CAISSON SEAT GEOMETRY QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00.00 22 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 22 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19.00 22 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 30.00 22 GIS DATA DELIVERABLES

DIVISION 02 - EXISTING CONDITIONS

02 41 00.00 22 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 82 16.00 22 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 83 13.00 20 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 62 13.00 22 NON-METALLIC NON-SHRINK GROUTING

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 52 00 METAL RAILINGS

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 09 – FINISHES

09 90 00.00 22 PAINTS AND COATINGS

TABLE OF CONTENTS - Page 2 of 4

DIVISION 10 – SPECIALTIES

10 14 00 EXTERIOR SIGNAGE

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 20 METAL BUILDING SYSTEMS

DIVISION 26 – ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 ELECTRICAL DISTRIBUTION SYSTEM

DIVISION 31 - EARTHWORK

31 05 19 GEOTEXTILE

31 09 13 SURVEY AND VIBRATION MONITORING

31 10 00 CLEARING FOR CIVIL WORKS

31 23 00.00 22 EXCAVATION AND FILL

31 62 16.19 STEEL PIPE PILES

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 10 00.00 22 BITUMINOUS CONCRETE PAVEMENT

32 11 23 AGGREGATE BASE COURSES

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH SECURITY CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00.00 22 POTABLE WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 63 13 EXTERIOR UNDERGROUND STEAM DISTRIBUTION SYSTEM

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 34 - TRANSPORTATION

34 11 00 RAILROAD TRACK AND ACCESSORIES

34 11 19.00 20 WELDING CRANE AND RAILROAD RAIL - THERMITE METHOD

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 14 STOPLOGS (MANUAL SLAT BARRIERS)

35 20 16.33 MITER GATES (MANUAL SWING GATES)

35 20 16.59 CLOSURE GATES (MANUAL SLIDING GATES)

35 41 20 CUTOFF WALLS

35 59 30 CAPSTANS

35 59 35 MOORING FITTINGS

TABLE OF CONTENTS - Page 3 of 4

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.33 PORTAL CRANE TRACK INSTALLATION

SHIP WORK BREAKDOWN SPECIFICATIONS

000 - GENERAL GUIDANCE AND ADMINISTRATION

042 – GENERAL ADMINISTRATIVE REQUIREMENTS

045 – CARE OF CAISSONs DURING CONSTRUCTION

070 – GENERAL REQUIREMENTS FOR CONSTRUCTION

071 – ACCESS

073 – NOISE, VIBRATION, AND RESILIENT MOUNTINGS

074 – WELDING

076 – THREADED FASTENERS

078 – MATERIALS

085 – DRAWINGS AND SUBMITTALS

090 – QUALITY ASSURANCE REQUIREMENTS

092 – GENERAL REQUIREMENTS FOR TESTING

094 – TRIALS

095 – ON BOARD TESTS

096 – WEIGHT CONTROL

097 – INCLINING EXPERIMENT

100 – HULL STRUCTURE

111 – PLATING

116 – HULL FRAMING

130 – DECK AND PLATFORM

180 – FOUNDATIONS

192 – STRUCTURAL TIGHTNESS

500 – AUXILIARY SYSTEMS

582 – MOORING FITTINGS

600 – OUTFITTING AND FURNISHINGS

602 – HULL DESIGNATION AND MARKINGS

611 – HULL FITTINGS

612 – GUARDRAILS, GUARD CHAINS AND TOE BOARDS

622 – LADDERS, GUARDRAILS, HINGED RAMP AND GRATING

631 - PAINTING

632 – METALLIC COATING

691 – CAISSON RUBBER SEALS

APPENDICES

APPENDIX A REFERENCE RECORD DRAWINGS

1. 1911 RENEWAL OF CRANE TRACKS NORTH OF DD1 – 1 SHEET

1. 1918 SHIP BUILDING WAYS – 3 SHEETS

2. 1955 ADDITIONAL CRANE AND UTILITY SERVICES AT BERTH 11

AND 12 – 1 SHEET

3. 1966 MODERNIZATION OF DRY DOCK 3 - STAGE I – 1 SHEET

4. 1975 MODIFICATIONS TO 10" STEAM MAIN AT BERRIEN & RENSHAW

STREET – 3 SHEETS

5. 1980 SUBMARINE REPAIR FACILITY - BLDG 1505 – 7 SHEETS

6. 1987 PARTIAL RENOVATION OF PUMPWELL FOR DD3 – 3 SHEETS

7. 1993 STEAM REPAIR AT DRY DOCK 4 – 1 SHEET

8. 1998 REPAIRS TO BERTHS 11 AND 12 – 26 SHEETS

TABLE OF CONTENTS - Page 4 of 4

9. 2000 REPAIRS TO BERTH 13 AND 14 – 6 SHEETS

10. 2002 DRY DOCK 1 SOUTHSIDE CRANE RAIL REPAIRS – 26 SHEETS

11. 2003 BUILDING 1505 ADDITION – 1 SHEET

12. 2003 P-902 ATFP SITE IMPROVEMENTS – 59 SHEETS

13. 2006 REPLACE 10" STEEM MAIN BERRIEN STREET – 2 SHEETS

14. 2010 BERTH 20 REPAIRS – 17 SHEETS

15. 2010 REPAIRS TO BERTH 15 (EPROJECT 803883) – 16 SHEETS

16. 2012 DRY DOCK 3 CAISSON REPLACEMENT (EPROJECT 1142933)

- 66 SHEETS

17. 2012 P-383 CONTROLLED INDUSTRIAL FACILITY

(EPROJECT 568932) – 9 SHEETS

18. 2014 BUILDING 23 - REPLACE SPRINKLER SYSTEM & FIRE ALARM

(EPROJECT 1146707) – 1 SHEET

19. 2015 DRY DOCK 1 CAISSON REPLACEMENT (EPROJECT 12649666)

– 65 SHEETS

20. 2016 DEMOLITION OF DRYDOCKS 6 AND 7 (EPROJECT 568932)

– 22 SHEETS

21. 2016 P-527 SUBMARINE MAINTENANCE FACILITY

(EPROJECT 1296441) – 8 SHEETS

22. 2017 CIPP LINING SANITARY SEWERS PHASE D

(EPROJECT 1565426) – 7 SHEETS

23. 2017 REPAIRS TO BERTHS 16/17 (EPROJECT 803843) – 22 SHEETS

24. 2017 P-614 WATERFRONT UTILITIES (EPROJECT 1368352)

– 56 SHEETS

25. 2018 REPAIRS TO BERTHS 18/19 (EPROJECT 1590863)

- 15 SHEETS

26. 2019 DRY DOCK 4 RENOVATION (EPROJECT 1369059) – 37 SHEETS

27. 2020 REPLACE DRY DOCK NO. 2 CAISSON

(EPROJECT 1600402) – 18 SHEETS

28. NNSY SMALLDOCK AREA SUBSURFACE MAP – 1 SHEET

APPENDIX B HISTORICAL GEOTECHNICAL DATA

APPENDIX C PROJECT GEOTECHNICAL DATA REPORT

APPENDIX D PROJECT ENVIRONMENTAL TEST DATA

APPENDIX E UTILITY TEST HOLE LOGS

APPENDIX F ELECTRICAL/TELECOMMUNICATIONS MANHOLE INSPECTION NOTES

PREPARED BY W.R. O'NEAL ELECTRIC, INC.

-- End of Project Table of Contents --

DOCUMENT 00 01 15

LIST OF DRAWINGS AND REFERENCE DOCUMENTS

02/11

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

The list of drawings follows this Section.

1.3 REFERENCE DOCUMENTS

These reference documents may not be a part of the contract but are included with the drawings for information.

1.3.1 Norfolk Naval Shipyard Instructions

These Norfolk Naval Shipyard Instructions (NNSI) are included in the contract to the extent referenced in the drawings and specifications.

P5090.2 VOL II CH. 15 Personal Protective Equipment P5090.2 VOL II CH. 25 Man-made Vitreous Fibers P5090.2 VOL II CH. 27 Hazardous Material Control and Management P5090.2 VOL II CH. 38 Non-Bulk Recovery Material Control P5090.2 VOL II CH. 40 Emergency and Hazardous Materials Discharge

Contingency Plan P5090.2 VOL II CH. 41 Polychlorinated Biphenyls (PCB) Program P5090.2 VOL II CH. 45 Bulk Recovery Material Program P5090.2 VOL II CH. 52 Solid Waste Management P5090.2 VOL II CH. 58 Water Pollution Control Plan P5090.2 VOL II CH. 63 Clean Air Act (CAA) Compliance

1.3.2 Reference Drawings

Reference drawings contained APPENDIX 'A' - REFERENCE RECORD DRAWINGS are intended only to show the original construction. Drawings are the property of the Government and must not be used for any purpose other than that intended by the contract.

1.3.3 Boring Logs

Logs of historical geotechnical borings and test data from the project area are contained in APPENDIX 'B' - HISTORICAL GEOTECHNICAL DATA. Logs of recent investigations, geotechnical test data, and environmental test data performed for the project are contained in APPENDIX 'C' - PROJECT GEOTECHNICAL DATA REPORT. Environmental test data included in APPENDIX 'D' - PROJECT ENVIRONMENTAL TEST DATA include chemistry test results for samples taken from borings. The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

DOCUMENT 00 01 15 Page 1

1.3.4 Other Reference Documents

DOCUMENT

LOCATION

DOCUMENT NO.

OR DATE

TI TLE OR DESCRI PTI ON

Appendix 'E' - Utility Test Hole Logs

Appendix 'F' - Electrical/Telecommunications Manhole Inspection Notes prepared by W.R.

O'Neal Electric, Inc.

-- End of Document --

DOCUMENT 00 01 15 Page 2

P-653 Dry Dock Flood Protection Improvements eProject No. 1588810

INDEX

NUMBER

NAVFAC

DRAWING

NUMBER

SHEET

NUMBER SHEET TITLE

1 12809252 G-001 TITLE SHEET

2 12809253 G-002 INDEX OF DRAWINGS

3 12809254 G-004 GENERAL NOTES

4 12809255 G-100 OVERALL SITE PLAN

5 12809256 G-101 WORK LIMITS - PHASING PLAN 1

6 12809257 G-102 WORK LIMITS - PHASING PLAN 2

7 12809258 G-103 WORK LIMITS - PHASING PLAN 3

8 12809259 G-104 WORK LIMITS - PHASING PLAN 4

9 12809260 G-105 WORK LIMITS - PHASING PLAN 5

10 12809261 G-106 WORK LIMITS - PHASING PLAN 6

11 12809262 G-107 WORK LIMITS - PHASING PLAN 7

12 12809263 G-108 WORK LIMITS - PHASING PLAN 8

13 12809264 G-109 WORK LIMITS - PHASING PLAN 9

14 12809265 G-110 WORK LIMITS - PHASING PLAN 10

15 12809266 G-111 WORK LIMITS - PHASING PLAN 11

16 12809267 G-112 WORK LIMITS - PHASING PLAN 12

17 12809268 G-113 CONTRACTOR LAYDOWN PLAN

18 12809269 B-001 GEOTECHNICAL INFORMATION

19 12809270 B-100 BORING LOCATIONS

20 12809271 B-301 BORING LOGS - 1 OF 12

21 12809272 B-302 BORING LOGS - 2 OF 12

22 12809273 B-303 BORING LOGS - 3 OF 12

23 12809274 B-304 BORING LOGS - 4 OF 12

24 12809275 B-305 BORING LOGS - 5 OF 12

25 12809276 B-306 BORING LOGS - 6 OF 12

26 12809277 B-307 BORING LOGS - 7 OF 12

27 12809278 B-308 BORING LOGS - 8 OF 12

28 12809279 B-309 BORING LOGS - 9 OF 12

29 12809280 B-310 BORING LOGS - 10 OF 12

30 12809281 B-311 BORING LOGS - 11 OF 12

31 12809282 B-312 BORING LOGS - 12 OF 12

32 12809283 V-001 SURVEY NOTES, ABBREVIATIONS, AND LEGEND

33 12809284 V-101 EXISTING CONDITIONS PLAN - AREA 101 & AREA

34 12809285 V-102 EXISTING CONDITIONS PLAN - AREA 103 & AREA

35 12809286 V-103 EXISTING CONDITIONS PLAN - AREA 105 & AREA

GENERAL

SURVEY

GEOTECHNICAL

Document 00 01 15 Attachment - List of Drawings - 1 of 7 eProject No. 1588810

36 12809287 V-104 EXISTING CONDITIONS PLAN - AREA 107 & AREA

37 12809288 V-105 EXISTING CONDITIONS PLAN - AREA 109 & AREA

38 12809289 V-106 EXISTING CONDITIONS PLAN - AREA 111 & AREA

39 12809290 V-107 EXISITNG CONDITIONS PLAN - AREA 113 & AREA

40 12809291 C-001 LEGEND AND ABBREVIATIONS

41 12809292 C-002 CIVIL NOTES

42 12809293 C-003 EROSION CONTROL NARRATIVE

43 12809294 C-004 EROSION CONTROL MINIMUM STANDARDS

44 12809295 CD101 ABOVE GRADE DEMOLITION PLAN - AREA 101 &

AREA 102

45 12809296 CD102 ABOVE GRADE DEMOLITION PLAN - AREA 103 &

AREA 104

46 12809297 CD103 ABOVE GRADE DEMOLITION PLAN - AREA 105 &

AREA 106

47 12809298 CD104 ABOVE GRADE DEMOLITION PLAN - AREA 107 &

AREA 108

48 12809299 CD105 ABOVE GRADE DEMOLITION PLAN - AREA 109 &

AREA 110

49 12809300 CD106 ABOVE GRADE DEMOLITION PLAN - AREA 111 &

AREA 112

50 12809301 CD107 ABOVE GRADE DEMOLITION PLAN - AREA 113 &

AREA 114

51 12809302 CD108 BELOW GRADE DEMOLITION PLAN - AREA 101 &

AREA 102

52 12809303 CD109 BELOW GRADE DEMOLITION PLAN - AREA 103 &

AREA 104

53 12809304 CD110 BELOW GRADE DEMOLITION PLAN - AREA 105 &

AREA 106

54 12809305 CD111 BELOW GRADE DEMOLITION PLAN - AREA 107 &

AREA 108

55 12809306 CD112 BELOW GRADE DEMOLITION PLAN - AREA 109 &

AREA 110

56 12809307 CD113 BELOW GRADE DEMOLITION PLAN - AREA 111 &

AREA 112

57 12809308 CD114 BELOW GRADE DEMOLITION PLAN - AREA 113 &

AREA 114

58 12809309 CD501 EROSION CONTROL DETAILS

59 12809310 CS101 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

60 12809311 CS102 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

61 12809312 CS103 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

CIVIL

Attachment - List of Drawings - 2 of 7 eProject No. 1588810

62 12809313 CS104 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

63 12809314 CS105 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

64 12809315 CS106 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

65 12809316 CS107 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

66 12809317 CS108 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

67 12809318 CS109 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

68 12809319 CS110 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

69 12809320 CS111 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

70 12809321 CS112 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

71 12809322 CS113 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

72 12809323 CS114 CIVIL SITE AND ATFP PLAN AND PROFILE - AREA

73 12809324 CS115 CIVIL PAVING PLAN - AREA 101 & AREA 102

74 12809325 CS116 CIVIL PAVING PLAN - AREA 103 & AREA 104

75 12809326 CS117 CIVIL PAVING PLAN - AREA 105 & AREA 106

76 12809327 CS118 CIVIL PAVING PLAN - AREA 107 & AREA 108

77 12809328 CS119 CIVIL PAVING PLAN - AREA 109 & AREA 110

78 12809329 CS120 CIVIL PAVING PLAN - AREA111 & AREA 112

79 12809330 CS121 CIVIL PAVING PLAN - AREA113 & AREA 114

80 12809331 CS201 GATE P ROAD

81 12809332 CS301 GATE P ROAD SECTIONS - 1 OF 2

82 12809333 CS302 GATE P ROAD SECTIONS - 2 OF 2

83 12809334 CS401 ENLARGED PLANS - FLOODGATES - 1 OF 4

84 12809335 CS402 ENLARGED PLANS - FLOODGATES - 2 OF 4

85 12809336 CS403 ENLARGED PLANS - FLOODGATES - 3 OF 4

86 12809337 CS404 ENLARGED PLANS - FLOODGATES - 4 OF 4

87 12809338 CS405 ATTENDANT BOOTH AREA

88 12809339 CS501 SITE DETAILS

89 12809340 CS502 PAVEMENT MARKING DETAILS

90 12809341 CS503 FLOOD GATE DETAILS

91 12809342 CS504 SINGLE LEAF CANTILEVER VEHICLE GATE DETAILS

92 12809343 CS505 CONTROLLED INDUSTRIAL AREA FENCE DETAILS

93 12809344 CS506 ATFP BARRIER AND FENCE DETAILS

94 12809345 CS507 MANUAL SLAT BARRIER DETAILS

95 12809346 CS508 MANUAL SWING BARRIER DETAILS

96 12809347 CS509 MANUAL SLIDING BARRIER DETAILS

Attachment - List of Drawings - 3 of 7 eProject No. 1588810

97 12809348 CS510 SITE DETAILS

98 12809349 CS511 RAILROAD DETAILS

99 12809350 CS601 FLOOD WALL ALIGNMENT TABLE

100 12809351 CU101 CIVIL UTILITY PLAN - AREA 101 & AREA 102

101 12809352 CU102 CIVIL UTILITY PLAN - AREA 103 & AREA 104

102 12809353 CU103 CIVIL UTILITY PLAN - AREA 105 & AREA 106

103 12809354 CU104 CIVIL UTILITY PLAN - AREA 107 & AREA 108

104 12809355 CU105 CIVIL UTILITY PLAN - AREA 109 & AREA 110

105 12809356 CU106 CIVIL UTILITY PLAN - AREA 111 & AREA 112

106 12809357 CU107 CIVIL UTILITY PLAN - AREA 113 & AREA 114

107 12809358 CU201 CIVIL UTILITY PROFILE - 1 OF 2

108 12809359 CU202 CIVIL UTILITY PROFILE - 2 OF 2

109 12809360 CU401 ENLARGED PLANS - VALVE VAULTS 1, 2,

AND 3

110 12809361 CU402 ENLARGED PLANS - VALVE VAULTS 4 AND 6

111 12809362 CU403 ENLARGED PLAN - VALVE VAULT 5

112 12809363 CU404 ENLARGED PLAN - VALVE VAULT 7 - 1 OF 2

113 12809364 CU405 ENLARGED PLAN - VALVE VAULT 7 - 2 OF 2

114 12809365 CU406 ENLARGED PLAN - VALVE VAULT 8

115 12809366 CU407 ENLARGED PLAN - VALVE VAULT 9

116 12809367 CU408 ENLARGED PLAN - VALVE VAULT 10

117 12809368 CU410 ENLARGED PLAN - VALVE VAULT 11

118 12809369 CU411 ENLARGED PLAN - VALVE VAULT 12

119 12809370 CU412 ENLARGED PLAN - VALVE VAULT 13

120 12809371 CU413 ENLARGED PLAN - VALVE VAULT 14

121 12809372 CU414 ENLARGED PLAN - VALVE VAULT 15

122 12809373 CU415 ENLARGED PLAN - VALVE VAULT 16

123 12809374 CU416 ENLARGED PLAN - VALVE VAULT 17

124 12809375 CU417 ENLARGED PLANS - VALVE VAULTS 18 AND 34

125 12809376 CU418 ENLARGED PLAN - VALVE VAULT 19

126 12809377 CU419 ENLARGED PLAN - VALVE VAULT 20

127 12809378 CU420 ENLARGED PLAN - VALVE VAULT 21

128 12809379 CU421 ENLARGED PLAN - VALVE VAULT 22

129 12809380 CU422 ENLARGED PLAN - VALVE VAULT 23

130 12809381 CU423 ENLARGED PLAN - VALVE VAULT 24

131 12809382 CU424 ENLARGED PLAN - VALVE VAULT 25

132 12809383 CU425 ENLARGED PLANS - VALVE VAULTS 26 AND 27

133 12809384 CU426 ENLARGED PLANS - VALVE VAULTS 28 AND 29

134 12809385 CU427 ENLARGED PLAN - VALVE VAULT 30

135 12809386 CU428 ENLARGED PLAN - VALVE VAULT 31

136 12809387 CU429 ENLARGED PLAN - VALVE VAULT 32

137 12809388 CU430 ENLARGED PLAN - VALVE VAULT 33

138 12809389 CU431 ENLARGED PLAN - VALVE VAULT 35

139 12809390 CU432 ENLARGED PLAN - VALVE VAULT 36

Attachment - List of Drawings - 4 of 7 eProject No. 1588810

140 12809391 CU433 ENLARGED PLAN - VALVE VAULT 37

141 12809392 CU434 ENLARGED PLAN - VALVE VAULT 38

142 12809393 CU501 CIVIL UTILITY DETAILS - 1 OF 2

143 12809394 CU502 CIVIL UTILITY DETAILS - 2 OF 2

144 12809395 CU503 STORM DRAIN DETAILS

145 12809396 CU504 UTILITY DETAILS

146 12809397 CU601 UTILITY VAULT SCHEDULE

147 12809398 S-001 CAISSON STRUCTURAL NOTES

148 12809399 S-002 SITE STRUCTURAL NOTES

149 12809400 S-003 TYPICAL SITE STRUCTURAL DETAILS - 1 OF 2

150 12809401 S-004 TYPICAL SITE STRUCTURAL DETAILS - 2 OF 2

151 12809402 SD101 DEMOLITION PLANS - CAISSON 1 AND CAISSON 3

C S152 12809403 SD102 DEMOLITION PLAN - CAISSON 1 WEATHER DECK

GUARD RAILS

153 12809404 SD103 DEMOLITION PLAN - CAISSON 3 WEATHER DECK

GUARD RAILS

154 12809405 SD401 DEMOLITION PLAN AND SECTIONS

155 12809406 SD402 CAPSTAN DEMOLITION PLAN AND SECTIONS

156 12809407 SD501 DEMOLITION DETAILS - CAISSON 1 AND CAISSON

157 12809408 SA002 WEIGHT CONTROL TABLE - CAISSON 1

158 12809409 SA003 WEIGHT CONTROL TABLE - CAISSON 3

159 12809410 SA004 CHARACTERISTICS - CAISSON 1

160 12809411 SA005 CHARACTERISTICS - CAISSON 3

161 12809412 SA601 HYDROSTATICS - CAISSON 1

162 12809413 SA602 HYDROSTATICS - CAISSON 3

163 12809414 SC101 CAISSON 1 AND CAISSON 3 MODIFICATIONS -

PLANS

164 12809415 SC102 CAISSON 1 GUARD RAIL PLAN

165 12809416 SC103 CAISSON 3 GUARD RAIL PLAN

166 12809417 SC201 ELEVATION - CAISSON 1

167 12809418 SC202 ELEVATION - CAISSON 3

168 12809419 SC501 DD 1 AND DD 3 CAISSON MODIFICATION DETAILS -

169 12809420 SC502 DD 1 AND DD 3 CAISSON MODIFICATION DETAILS -

170 12809421 SC503 DD 1 AND DD 3 CAISSON MODIFICATION DETAILS -

171 12809422 SC504 DD 1 AND DD 3 CAISSON MODIFICATION DETAILS -

172 12809423 SS311 FLOOD WALL TYPICAL SECTIONS - 1 OF 3

173 12809424 SS312 FLOOD WALL TYPICAL SECTIONS - 2 OF 3

174 12809425 SS313 FLOOD WALL TYPICAL SECTIONS - 3 OF 3

175 12809426 SS401 DD1 NORTH SIDE COPING LEVEL -

ENLARGED PLAN

STRUCTURAL

Attachment - List of Drawings - 5 of 7 eProject No. 1588810

176 12809427 SS402 DD1 SOUTH SIDE COPING LEVEL -

ENLARGED PLAN

177 12809428 SS403 DD3 NORTH SIDE COPING LEVEL -

ENLARGED PLAN

178 12809429 SS404 DD3 SOUTH SIDE COPING LEVEL -

ENLARGED PLAN

179 12809430 SS501 ATTENDANT BOOTH STRUCTURAL DETAILS

180 12809431 SS502 GATE FOUNDATION DETAILS

181 12809432 SS503 EMH DETAILS

182 12809433 SS504 PILE SUPPORTED CAPSTAN FOUNDATION DETAILS

183 12809434 SS505 DRILLED SHAFT CAPSTAN FOUNDATION DETAILS

184 12809435 SS506 CAPSTAN DETAILS

185 12809436 SS507 CLEAT FOUNDATION DETAILS

186 12809437 SS509 CAISSON ACCESS PLATFORM DETAILS

187 12809438 SS510 STAIR DETAILS - 1 OF 2

188 12809439 SS511 STAIR DETAILS - 2 OF 2

189 12809440 SS512 RAIL CROSSING DETAILS

190 12809441 SS513 ROPE GUARD DETAILS

191 12809442 SS514 FLOODGATE SIGNS

192 12809443 SS515 REMOVABLE GUARDRAIL - 1 OF 2

193 12809444 SS516 REMOVABLE GUARDRAIL - 2 OF 2

194 12809445 SS520 UTILITY VALVE VAULT DETAILS - 1 OF 3

195 12809446 SS521 UTILITY VALVE VAULT DETAILS - 2 OF 3

196 12809447 SS522 UTILITY VALVE VAULT DETAILS - 3 OF 3

197 12809448 A-101 ATTENDANT BOOTH

198 12809449 E-001 ELECTRICAL LEGEND

199 12809450 ED101 ELECTRICAL DEMOLITION SITE PLAN -

AREA 102

200 12809451 ED401 CAPSTAN DEMOLITION PLANS

201 12809452 E-101 ELECTRICAL SITE PLAN - AREA 101 &

AREA 102

202 12809453 E-102 ELECTRICAL SITE PLAN - AREA 103 &

AREA 104

203 12809454 E-103 ELECTRICAL SITE PLAN - AREA 105 &

AREA 106

204 12809455 E-104 ELECTRICAL SITE PLAN - AREA 107 &

AREA 108

205 12809456 E-105 ELECTRICAL SITE PLAN - AREA 109 &

AREA 110

206 12809457 E-106 ELECTRICAL SITE PLAN - AREA 111 &

AREA 112

207 12809458 E-107 ELECTRICAL SITE PLAN - AREA 113

208 12809459 E-401 CAPSTAN NEW WORK PLANS

ARCHITECTURAL

ELECTRICAL

Attachment - List of Drawings - 6 of 7 eProject No. 1588810

209 12809460 E-501 ELECTRICAL DETAILS - 1 OF 3

210 12809461 E-502 ELECTRICAL DETAILS - 2 OF 3

211 12809462 E-503 ELECTRICAL DETAILS - 3 OF 3

212 12809463 E-601 CABLE AND CONDUIT SCHEDULE

Attachment - List of Drawings - 7 of 7

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00.00 22 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes subsurface cutoff wall for construction of cast-in-place concrete flood wall with manual flood gates, utility valve vaults, and Dry Dock 1 and 3 Caisson gunwale and seal extension and incidental related work in the small dock area of Norfolk Naval Shipyard. Specific work elements include:

a. Temporary security fencing;

b. Demolition of security fencing, gate and guard booth;

c. Selective demolition and reconstruction of pavements;

d. Selective demolition and reconstruction of portal crane rails and railroad tracks, as required for the installation of utilities and construction of flood gates;

e. Excavation and backfill for utility work as well as installation of pipe casings;

f. Localized demolition and rerouting of sanitary sewer and storm drain systems to facilitate installation of valve vaults;

g. Construct concrete valve vaults on active gravity sanitary sewer and storm drain systems;

h. Provide pipe casing for all utility crossings under the flood wall;

i. Remove teracotta duct banks and provide with split casing conduit and concrete encasement;

j. Construct cutoff wall along flood wall alignment;

k. Construct cast-in-place concrete flood wall, stairs and caisson seats;

l. Construct manual flood gates;

m. Construct security fencing, cantilever slide gate and security booth;

and

n. Seletive demolition and reconstruction of Dry Dock 1 and 3 Caissons gunwale and seals.

o. Shoring for excavation and protection of existing structures, buildings, asphalt, concrete and subgrades.

1.2.2 Location

The work is located within and outside the Controlled Industrial Area (CIA)

SECTION 01 11 00 Page 1 at the Norfolk Naval Shipyard, Portsmouth, VA, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) and areas immediately adjacent to all work 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 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 Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 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 21 days prior to excavating, to mark utilities. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or utilities encased in structures are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.6 UTILITY OUTAGES AND CONNECTIONS

The following procedure must apply to all utility outages, connections, and excavations related thereto:

a. Pre-outage request: submit 28 days before work is scheduled to begin.

b. Utility locating: complete 21 days before work is scheduled to begin.

c. Utility outage plan submittal: 14 days before work is scheduled to begin.

SECTION 01 11 00 Page 2

d. Pre-outage coordination meeting: seven days before work is scheduled to begin.

1.7 NAVY AND MARINE CORPS (NMCI) COORDINATION REQUIREMENTS

1.7.1 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.

1.8 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 Government designated storage area located within 5 miles 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. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.9 SPECIAL REQUIREMENTS

a. The project work areas occupy a significant shipyard production area.

The Contractor shall manage and endeavor to minimize work areas (especially storage, laydown, and waste streams), minimize construction traffic into and out of work areas, and shall coordinate construction activities daily with the Contracting Officer or the appointed Government representative(s). Activities which are expected to infringe on the work area limits and the nature and volume of construction traffic into and out of the work areas shall be an agenda item during weekly QC meetings.

b. All on-site work associated with this contract will be executed within the shipyard CIA which requires unique access credentials and strict limitations on the nature of materials and equipment. Comply with all NNSY requirements, including, but not limited to:

1. Safety requirements and awareness.

2. Radiological program safety and concerns.

3. Security requirements.

4. U.S. citizenship.

5. Badging and access credentials.

SECTION 01 11 00 Page 3

6. Limitations on phones and computer equipment.

7. Identification of vehicles and equipment.

8. Continuity and planned outages of utilities.

c. The Government requires the capability to gain access in a limited manner to Contractor's work areas to support emergency and security activities should they arise. Coordinate the location of gates (pedestrian and vehicular) and means of locking the gates with the Contracting Officer.

d. Except as indicated, portal crane rails outside the work area limitations shall remain clear and unobstructed unless notified and planned in advance. Provide at least 7 days' notice. Coordinate activities adjacent to the work area limitations with the Government to account for portal crane travel and overhangs.

e. The construction schedule shall account for Shipyard curtailment during the last 10 calendar days of each year during which period construction work may proceed (with the exception of Government holidays). However, site access may be slowed and other activities requiring Government support may be delayed for a period equal to the duration of the curtailment.

f. In addition to other provisions, the construction schedule shall account for non-working construction periods during which the Contractor has no access to the site for a sum total of 30 normal working calendar days.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 14 00.00 22.00 22

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 REFERENCES

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

COMMANDER, NAVY REGION MID-ATLANTIC (CNRMA)

CNRMA 11320.11 Fire Prevention and Protection Regulations

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

10 CFR 19 Notices, Instructions and Reports to Workers: Inispection and Investigations

10 CFR 20 Standards for Protection Against Radiation

10 CFR 34 Licenses for Industrial Radiography and Radiation Safety Requirements for Industrial Radiographic Operations

29 CFR 1910.1096 (2017) Ionizing Radiation

U.S. NAVAL FACILITIES ENGINEERING COMMAND (NAVFAC)

NAVFACINST 5104.1 Radiological Contractor Oversight Management and Safety Program

NAVAL SUPPORT ACTIVITY, NORFOLK NAVAL SHIPYARD

NAVSUPPACTNNSYINST 5100.3 (2012) Installation Smoking Policy

U.S. Code (USC)

10 USC 6011 Navy Regulations

1.2 DEFINITIONS

1.2.1 NNSY RSO/ASRO

Norfolk Naval Shipyard Radiation Safety Officer(NNSY RSO) or Assistant (NNSY ASRO). The NNSY RSO contact information is:

Commander, Norfolk Naval Shipyard Attn: Radiation Safety Officer Code 105.11 Norfolk Naval Shipyard Portsmouth, VA 23703

(757) 396-5788/2921/5959

SECTION 01 14 00.00 22 Page 1

1.2.2 QC/Competent Person (RSO)

The Contractor's Quality Control (QC) or Competent Person (CP) must be trained and knowledgeable in radiation safety.

1.2.3 NAVFAC Contractor Radiological Oversight Program Manager (CROPM)

NAVFACINST 5104.1 . Serves as subject matter expert for the Contractor Radiological Oversight program.

1.2.4 Contractor Oversight Technician (COT)

The Contractor Oversight Technician must be a member of the NAVFAC Construction team for radiological construction safety.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00.00 29 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Completed Special Access Determination (NAVSEA 5510/15); G

List of Contact Personnel; G

Preconstruction Radiological Documentation; G

Radiological Reports; G

Activity Hazard Analysis (AHA) Plan; G

1.4 SPECIAL SCHEDULING REQUIREMENTS

a. Work must be phased as indicated on the Phasing Plans contained in the Contract Drawings.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

c. Permission to interrupt any Activity roads, railroads, crane rails, st or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations, including the following:

(1) Electrical System Connections

(2) Sanitary Sewer and Storm Sewer Connections

(3) Water and Salt Water Connections

SECTION 01 14 00.00 22 Page 2

(4) Steam Connections

(5) Compressed Air Connections

(6) Portal Crane and Railroad Track Crossings

e. Permission to perform operations using radioactive material or machine sources of ioninzing radiation must be requested.

1.5 CONTRACTOR ACCESS AND USE OF PREMISES

1.5.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including occupational safety, health and environment programs; radiological program; fire safety; traffic safety; and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

A copy of the Activity Hazard Analysis (AHA) Plan must be submitted to Code 1102 via the Contracting Officer, 10 working days prior to all construction work in the vicinity of telephone/communications systems.

The contractor must include in the AHA plan the approximate location of all communication equipment, cabling, and work procedure to protect the integrity of these systems. Code 1102 must assess the impact on these systems and will review the plan to ensure the incorporation of the details that eliminate or minimize the risks to the systems. Code 1102 must provide to the Contracting Officer concurrence with the planned work and state any preconditions required for the additional protection of equipment. These preconditions may include, but not limited to, establishing temporary telecommunications systems, arranged outages, or changes to the planned construction activity.

1.5.1.1 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.

1.5.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.5.1.2.1 Registration for DBIDS

Registration for DBIDS is available at

SECTION 01 14 00.00 22 Page 3 https://www.cnic.navy.mil/om/dbids.html . Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html .

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

f. Present DBIDS credential and completed SECNAV FORM 5512/1 to the base Visitor Control Center representative for each additional U.S. Navy installation to which access is required. The representative add base access authorization to the existing DBIDS credential and the Contractor employee will be allowed to proceed to the worksite.

g. Notify the correct point of contact within the DBIDS system and ensure that badge permissions reflect work hours outside of normal schedule if required.

1.5.1.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.5.1.2.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the

SECTION 01 14 00.00 22 Page 4 safety or security of the Installation or anyone therein.

1.5.1.2.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.5.1.3 No Smoking Policy

NAVSUPPACTNNSYINST 5100.3. Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas (DSAa). 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.

Additional areas where smoking is prohibited include:

a. All walkways, cross walks and paths

b. Alleys, passages, stairways, ramps, and loading docks between and leading to buildings

c. While in transit from one location to another within the shipyard

d. Within 50 feet of building entries/exits; within 50 feet of fuel, oxygen tanks and other combustible sources. Within 50 feet of all sidewalks, walkways and picnic tables.

e. Within 20 feet of air intakes or open windows

f. All Government owned, leased, or rented vehicles

g. On board vessels docked or berthed (unless the vessel has an established DSA)

h. In any dry dock except for established DSAs.

Each DSA will contain enough tobacco waste receptacles to accommodate all tobacco waste and to ensure cleanliness. Smokeless tobacco waste must be placed in containers with sealing lids. Contractor must submit the location of all DSAS to the Contracting Officer. DSA must provide protection from the weather (i.e. awning, covered areas). Signage for the DSA must be posted within the smoking area in a location where it can be seen easily. A copy of the sign is located at the end of this section.

1.5.2 Emergency Response Requirement

The Norfolk Naval Shipyard has instituted a requirement for all personnel to take shelter for personal safety in the event of certain emergencies.

This policy includes Contractors, Subcontractors, and any person who is employed by the Contractor.

The most appropriate protective action for certain emergencies is to take shelter. Personnel must immediately seek shelter while an assessment is made of the threat and determinations are being made regarding subsequent

SECTION 01 14 00.00 22 Page 5 actions such as "all clear" or selected building evacuations. The following procedures have been put in place in the event of an emergent condition.

1. NOTIFICATION: The primary means of alerting personnel must be emergency alert signals. The alerting signal to seek shelter must be three steady tones that last for thirty seconds separated by ten seconds of silence. The notification for "all clear" must be three short tones repeated three times.

2. SHELTERING: When personnel hear the alert signal, the area of work must be secured in a manner that will leave the site in safe condition. Personnel must seek shelter in the nearest occupied building in calm and orderly manner. If possible, secure all windows and doors and shut off ventilation. If working aboard ship, proceed into the interior of the ship and wait for further directions from official personnel. If in a vehicle, park the vehicle so that it does not block the normally traveled portion of the road and proceed into the nearest occupied building.

3. EVACUATION: In the event of an evacuation, personnel must receive directions from team members of the Crowd Control Center (CCC) or the building custodian acting on the directions from the CCC. Contract personnel must comply with instructions given at all times.

NNSY PERSONNEL NOTIFICATION: The Contractor must instruct their personnel, including subcontractors assigned to a job within NNSY, upon witnessing flooding, fire, injury to personnel, or any other incident or casualty requiring emergency response, to immediately contact all the below, providing the location and other pertinent details:

a. Any NNSY Supervisor or Manager

b. NNSY Fire Department dispatcher (396-3333)

c. The Contracting Officer

1.5.3 Safety and Fire Protection Awareness

a. Contractor personnel must be made aware of emergency evacuation signals and best escape routes.

b. All personnel must comply with NAVFAC Fire Code requirements as stated in CNRMA 11320.11 .

c. Notify the Fire Department upon discovery of any discharge, regardless of the source.

1.5.4 Shipyard Regulations

Ensure that Contractor personnel employed on the Shipyard become familiar with and obey Shipyard regulations. Wear hard hats in designated areas.

Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment must be conspicuously marked for identification. Comply with the following conditions:

a. Restrict employees/representatives to the work site and control travel directly to and from the work site .

SECTION 01 14 00.00 22 Page 6

b. Restore all traffic/parking/security signs and markings, including space numbers, designations, and lines, to their original form if such signs/markings are defaced or deleted during construction/repair.

c. Be responsible for control and security of Contractor-owned equipment and materials at the work site. Report immediately missing/lost/stolen property to the Shipyard Police Department (phone 396-7266) as each case occurs.

d. Ensure that no material is stacked within 10 feet of the Controlled Industrial Area (CIA) perimeter. Remove from the work site, or secure ladders or other such equipment which could be used to climb the CIA perimeter fence. Ensure that no vehicles are parked within 10 feet of the CIA perimeter.

e. Ensure that no openings in the roof/walls/windows/fence of the building exist at the end of the work day and do not exist where penetration is possible during non-working hours. If the building cannot be secured at the end of the workday, coordinate action with the Contracting Office to notify the cognizant code to arrange for a security watch by their personnel.

f. Seventy-two hours prior to making any penetrations (such as tunneling under, cutting through a fence or building) in a restricted area, contact the Shipyard Security Office to make arrangements for a security guard or other measures required to meet all security requirements. Cost of security guard will be charged to the Contractor.

g. Crane rails within Norfolk Naval Shipyard, including the yellow painted safety zones, must not be blocked without the prior written approval of the Contracting Officer for each instance (place or time) of blockage.

h. Contractors must not enter the cafeterias in Buildings M-32, 202, 435, 1436, and 1526 until after 1200 hours unless authorized work is to be performed.

1.5.5 Entry to Radiologically Controlled Areas

Contractor personnel must not, under any circumstances, enter a radiologically controlled area or cross any posted radiological boundary.

This paragraph applies to all phases of contract work. Radiation areas are posted with signs consistent with OSHA requirements. Ensure that employees are familiar with the radiation signs and symbols. All personnel entering the shipyard for the first time are required to receive radiological indoctrination training.

Should contract workers encounter radiological postings or boundaries which appear to limit their ability to access or carry out their intended work, they must notify their contract administrator for resolution of the problem.

1.5.5.1 Radioactive Materials and Equipment

All testing equipment, containing a radioactive source, must be operated in accordance with an approved radioactive equipment plan. This plan must be submitted to the Contracting Officer and approved by the Radiation Officer (Code 105.5), prior to bringing the equipment into the shipyard.

SECTION 01 14 00.00 22 Page 7

This plan must include:

a. The name and type of equipment.

b. The type and size of radiation source.

c. The dates and locations of the equipment's usage.

d. The radiological controls that the Contractor will use while operating the equipment.

A different radioactive equipment plan will be required for each different type of equipment, type of radioactive source, or size of radioactive source. A data sheet of for each piece of new radioactive equipment must be submitted to the Contracting Officer to forward to the shipyard's Radiation Safety Officer. The data sheet must contain the following information:

a. Name of equipment.

b. Name and address of equipment manufacturer.

c. Type and size of radiation source.

d. The location of the installed radioactive equipment (i.e. building no., floor, code/shop area).

1.5.6 Working Hours

Regular working hours must consist of an 8 1/2 hour period, between 7 a.m.

and 3:30 p.m., Monday through Friday, excluding Government holidays. It is the Contractor's responsibility to determine if work outside of regular hours is required to complete the contract.

1.5.7 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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.5.8 Occupied Buildings

The Contractor must be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

1.5.9 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

SECTION 01 14 00.00 22 Page 8

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, steam, oily water collection, and security systems are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Complete the NNSY Utility Connection Permit Application 30 days prior to making any utility connections. The NAVFAC Utility Department must provide written response within two weeks to the Contracting Officer in regards to approval and any additional requirements. The Contractor may obtain a copy of the application from the Contracting Officer.

e. Contractor is responsible for locking out and tagging out of service, all equipment/utility systems involved under this contract. All locks used to control hazardous energy for personnel must have red bodies, and red bodied locks must be used for no other purpose at NNSY. After an outage has been approved, Government personnel will secure the equipment/utility distribution systems and tag those systems outside the building. Operation and isolation of utility services within the building are the responsibility of the Contractor. Where possible, the Contractor must provide any necessary locks and chains to secure utility systems (i.e.