1565917 spc 1of1.pdf

MIDLANT

EPROJECTS NO. 1565917

SOLICITATION NO. N40085-20-R-0037

REPLACE SSN BERTHING PIER 32

at

NAVAL SUBMARINE BASE NEW LONDON

GROTON, CT

PREPARED BY

MN-FST Joint Venture 101 West Main Street, Suite 800

Norfolk, VA 23510

A/E Contract Number: N40085-14-D-8113 Delivery Order: 0031 MOD 03

Cathodic Protection: John Contillo, Jr, NACE Geotechnical: Philip Dunaj, PE Civil: David Anderson, PE HAZMAT: Robert Rooks, PE Dredging: Mikele Winters, PE Mechanical: Alain Haddad, PE Electrical: David Glennon, PE Structural: Mikele Winters, PE Fire Protection: Kevin Cox, PE

Submitted By: ________________________________________ Date: January 31, 2020 Christopher LaPlatney, PE

APPROVED BY:

For Commander, NAVFAC: ________________________________ Date: ____________

P-898 Replace SSN Berthing Pier 32 eProject No. 1565917 Naval Submarine Base New London - Groton, CT

THIS PAGE INTENTIONALLY LEFT BLANK

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 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 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 25 MARINE MAMMAL PROTECTION

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 24 TURBIDITY CONTROL AND MONITORING

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 31 30 MARINE CONCRETE

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 71 00 FIBERGLASS REINFORCED PLASTIC (FRP) LUMBER

06 90 00 COMPOSITE CAMELS

PROJECT TABLE OF CONTENTS Page 2

DIVISION 09 – FINISHES

09 90 00 PAINTS AND COATINGS

09 97 13.26 COATING OF STEEL WATERFRONT STRUCTURES

DIVISION 13 – SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 21 – FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 15 09.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS CLEANING

PROCEDURES

22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 37 13.00 40 DIFFUSERS, REGISTERS, AND GRILLS

23 82 46.00 40 ELECTRIC UNIT HEATERS

DIVISION 25 – INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 33 DOCKSIDE POWER CONNECTION STATIONS

26 08 00 APPARATUS INSPECTION AND TESTING

26 11 16 SECONDARY UNIT SUBSTATIONS

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 00 SF6/HIGH-FIREPOINT INSULATED PAD-MOUNTED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 LOW-VOLTAGE SWITCHGEAR

26 27 14.00 20 ELECTRICITY METERING

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 42 13.00 20 CATHODIC PROTECTION BY GALVANIC ANODES

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 63.00 20 ANALOG FIRE ALARM MONITORING SYSTEM

PROJECT TABLE OF CONTENTS Page 3

DIVISION 31 - EARTHWORK

31 09 13 SURVEY AND VIBRATION MONITORING

31 23 00.00 20 EXCAVATION AND FILL

31 62 16.19 STEEL PIPE PILES

31 63 29 DRILLED CONCRETE SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 11 00 FRESH WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 31 23.00 10 SANITARY SEWER FORCE MAIN PIPING

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 81 27 PIER TELECOMMUNICATIONS DISTRIBUTION SYSTEMS

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 34 - TRANSPORTATION

34 71 13.16 VEHICLE CRASH BARRIERS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 51 13.00 20 BROW AND PLATFORM

35 59 13.14 20 POLYMERIC FENDER PILES

35 59 13.16 MARINE FENDERS

35 59 13.19 ARCH-TYPE RUBBER MARINE FENDERS

35 59 20 HDPE PIPE PILE SLEEVES

35 59 35 MOORING FITTINGS

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.19 JIB CRANES

PROJECT TABLE OF CONTENTS Page 4

TABLE OF CONTENTS

ATTACHMENTS, EXHIBITS AND APPENDICES

ATTACHMENTS TO THE SPECIFICATIONS

(Located at the end of the indicated sections)

ATTACHMENTS

01 35 40.00 25 MARINE MAMMAL PROTECTION PLAN

01 45 00.00 20 QUALITY CONTROL QC FORMS

01 45 35 SCHEDULE OF SPECIAL INSPECTIONS

01 58 00 PLATES 2-5 STANDARD NAVY SIGN REQUIREMENTS

02 61 13 ATTACHMENT A

1. ESTABLISHMENT & MAINTENANCE OF ENVIRONMENTAL

RESTORATION (ER) LAND USE CONTROLS (LUCS) &

RESTRICTIONS

2. MAP – PUBLIC WORKS RADIOLOGICAL SITES

3. P-898 REPLACE SSN BERTHING PIER 32 – EXCERPTS FROM

RECORD OF DECISION

4. SOIL MANAGEMENT STANDARD OPERATING PROCEDURES (SOP)

5. NSB-NEW LONDON, OU4 LOWER SUBASE – ZONES 1-7

CONTAMINATION FIGURES

31 23 00.00 20 ATTACHMENT A

1. REQUEST FOR PERMIT TO EXCAVATE

2. IR SITE EXCAVATION PROCEDURES

APPENDICES TO THE SPECIFICATIONS

(Under Separate Cover)

APPENDICES

APPENDIX A REFERENCE DRAWINGS

1. 1959 REPLACEMENT OF PIER 10 (72 SHEETS)

2. 1982 QUAYWALL – PIER 17 STUB (3 SHEETS)

3. 1976 MCON P-112 SSN BERTHING PIER 32 (80 SHEETS)

4. 2011 WATERFRONT REPAIRS – QUAYWALL (60 SHEETS)

APPENDIX B GEOTECHNICAL ENGINEERING REPORT

APPENDIX C ENVIRONMENTAL CONCURRENCE AND PERMIT DOCUMENTS

1. WATER QUALITY CERTIFICATE & FEDERAL CONSISTENCY

CONCURRENCE

2. MEMORANDUM FOR RECORD

3. CLEAN WATER ACT 404 & 408 PERMITS

APPENDIX D HAZARDOUS MATERIALS SURVEY REPORT

APPENDIX E SEDIMENT SAMPLING AND TESTING RESULTS

1. PIER 32 SEDIMENT SAMPLING AND TESTING RESULTS -

JANUARY 2014

2. PIER 10 SEDIMENT SAMPLING AND TESTING RESULTS -

NOVEMBER 2014

APPENDIX F STORMWATER MANAGEMENT PLAN AND PERMIT

1. GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER FORM

SMALL MUNICIPAL SEPARATE STORM SEWER SYSTEMS

2. STORMWATER POLLUTION PREVENTION PLAN

3. STORMWATER MANAGEMENT PLAN

PROJECT TABLE OF CONTENTS Page 5

APPENDIX G TEMPORARY ENVIRONMENTAL CONTROL ATTACHMENTS

1. MAPS

1.1. MAP – ZONES 1 & 2 LOWER SUBBASE, OPERABLE UNIT

(OU) 4 – MONITORING WELL LOCATIONS

1.2. MAP – LAND USE CONTROL REMEDIAL DESIGN – ZONE 6

LOWER SUBBASE OPERABLE UNIT 4 – MONITORING WELL

LOCATIONS

1.3. MAP – LAND USE CONTROL REMEDIAL DESIGN – ZONE 7

LOWER SUBBASE, OPERABLE UNIT 4

2. HAZARDOUS WASTE MANAGEMENT PLAN (HWMP)

3. GENERAL PERMIT FOR MISCELLANEOUS DISCHARGES OF SEWER

COMPATIBLE (MISC) WASTEWATER

4. GENERAL PERMIT FOR THE DISCHARGE OF GROUNDWATER

REMEDIATION WASTEWATER

5. GENERAL PERMIT REGISTRATION FORM FOR THE DISCHARGE OF

GROUNDWATER REMEDIATION WASTEWATER

6. INSTRUCTIONS FOR COMPLETING THE GENERAL PERMIT

REGISTRATION FORM FOR THE DISCHARGE OF GROUNDWATER

REMEDIATION WASTEWATERS

7. COASTAL CONSISTENCY REVIEW FORM

8. REQUEST FOR NATURAL DIVERSITY DATA BASE (NDDB) STATE

LISTED SPECIES REVIEW

9. GROUNDWATER REMEDIATION TO SURFACE WATER AQUATIC

TOXICITY MONITORING REPORT

10. MONITORING REPORT FORM – GENERAL PERMIT FOR THE

DISCHARGE OF GROUNDWATER REMEDIATION WASTEWATER

11. NOTICE OF TERMINATION FORM – GENERAL PERMIT FOR THE

DISCHARGE OF GROUNDWATER REMEDIATION WASTEWATER

12. 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND

SEDIMENT CONTROL

-- End of Project Table of Contents --

DOCUMENT 00 01 15

LIST OF DRAWINGS

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 included as ATTACHMENT 'A' - LIST OF CONTRACT 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 Reference Drawings

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

1.3.2 Boring Logs

Logs of recent investigations, geotechnical test data, and environmental test data performed for the project, and logs of historical geotechnical borings from the project area are contained in APPENDIX 'B' - GEOTECHNICAL ENGINEERING REPORT. The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

1.3.3 Appendices

The following appendices are attached to the end of these specifications.

The appendices are only distributed electronically.

DOCUMENT

LOCATION

DOCUMENT NO.

OR DATE

TI TLE OR DESCRI PTI ON

Appendix 'A' Various Reference Drawings

Appendix 'B' November, 2019 Geotechnical Engineering Report

Appendix 'C' 2020 Environmental Documents Including Project Permit Documents

DOCUMENT 00 01 15 Page 1

DOCUMENT

LOCATION

DOCUMENT NO.

OR DATE

TI TLE OR DESCRI PTI ON

Appendix 'D' August, 2019 Hazardous Materials Survey Report

Appendix 'E' 2014 Sediment Sampling and Testing Results

Appendix 'F' 2017 Stormwater Management Plan and Permit

Appendix 'G' Various Temporary Environmental Controls Attachments

-- End of Document --

DOCUMENT 00 01 15 Page 2

P-898 Replace SSN Berthing Pier 32 eProject No. 1566917

INDEX

NUMBER

SHEET

NUMBER SHEET TITLE

NAVFAC

DRAWING

NUMBER

1 G-001 COVER SHEET 12805516

2 G-002 INDEX OF DRAWINGS SHEET 1 OF 2 12805517

3 G-003 INDEX OF DRAWINGS SHEET 2 OF 2 12805518

4 G-004 INDEX OF REFERENCE DRAWINGS 12805519

5 G-005 ABBREVIATIONS 12805520

6 G-006 GENERAL NOTES 12805521

7 G-101 OVERALL SITE PLAN 12805522

8 G-102 CODE COMPLIANCE PLAN - PIER 32 END, FIRE

LANE STRIPING PLAN

12805523

9 G-103 CODE COMPLIANCE PLAN - PIER 32 MIDDLE 12805524

10 G-104 CODE COMPLIANCE PLAN - PIER 32 LAND SIDE

NORTH

12805525

11 G-105 PHASING PLAN SHEET 1 OF 11 12805526

12 G-106 PHASING PLAN SHEET 2 OF 11 12805527

13 G-107 PHASING PLAN SHEET 3 OF 11 12805528

14 G-108 PHASING PLAN SHEET 4 OF 11 12805529

15 G-109 PHASING PLAN SHEET 5 OF 11 12805530

16 G-110 PHASING PLAN SHEET 6 OF 11 12805531

17 G-111 PHASING PLAN SHEET 7 OF 11 12805532

18 G-112 PHASING PLAN SHEET 8 OF 11 12805533

19 G-113 PHASING PLAN SHEET 9 OF 11 12805534

20 G-114 PHASING PLAN SHEET 10 OF 11 12805535

21 G-115 PHASING PLAN SHEET 11 OF 11 12805536

22 G-116 CONTRACTOR ACCESS ROUTE PLAN 12805537

23 G-117 SSN 688 MOORING ARRANGEMENT PLAN 12805538

24 G-118 SSN 774 MOORING ARRANGEMENT PLAN 12805539

25 V-001 EXISTING CONDITIONS KEY PLAN, NOTES AND

ABBREVIATIONS

12805542

26 V-101 EXISTING CONDITIONS - PIER 17 STUB 12805543

27 V-102 EXISTING CONDITIONS - PIER 32 12805544

28 V-103 EXISTING CONDITIONS - PIER 32 LANDSIDE 12805545

29 V-104 EXISTING CONDITIONS - CRANE WEIGHT

HANDLING AREA

12805546

30 B-101 GEOTECHNICAL INVESTIGATIONS PLAN 12805549

31 B-301 GEOLOGIC PROFILE 12805550

32 B-302 GEOLOGIC PROFILE 12805551

33 B-601 SOIL BORING LOGS SHEET 1 OF 13 12805552

34 B-602 SOIL BORING LOGS SHEET 2 OF 13 12805553

35 B-603 SOIL BORING LOGS SHEET 3 OF 13 12805554

36 B-604 SOIL BORING LOGS SHEET 4 OF 13 12805555

37 B-605 SOIL BORING LOGS SHEET 5 OF 13 12805556

38 B-606 SOIL BORING LOGS SHEET 6 OF 13 12805557

39 B-607 SOIL BORING LOGS SHEET 7 OF 13 12805558

40 B-608 SOIL BORING LOGS SHEET 8 OF 13 12805559

GENERAL

SURVEY

GEOTECHNICAL

DOCUMENT 00 01 15 - ATTACHMENT PAGE 1

eProject No. 1566917

41 B-609 SOIL BORING LOGS SHEET 9 OF 13 12805560

42 B-610 SOIL BORING LOGS SHEET 10 OF 13 12805561

43 B-611 SOIL BORING LOGS SHEET 11 OF 13 12805562

44 B-612 SOIL BORING LOGS SHEET 12 OF 13 12805563

45 B-613 SOIL BORING LOGS SHEET 13 OF 13 12805564

46 C-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES 12805567

47 CD101 SITE DEMOLITION PLAN - PIER 10 LAND SIDE 12805568

48 CD102 SITE DEMOLITION PLAN - PIER 17 STUB 12805569

49 CD103 SITE DEMOLITION PLAN - PIER 32 LAND SIDE

SOUTH

12805570

50 CD104 SITE DEMOLITION PLAN - PIER 32 LAND SIDE

NORTH

12805571

51 CD105 SITE DEMOLITION PLAN - CRANE WEIGHT

HANDLING AREA

12805572

52 CD106 UTILITY DEMOLITION PLAN - PIER 10 END 12805573

53 CD107 UTILITY DEMOLITION PLAN - PIER 10 MIDDLE 12805574

54 CD108 UTILITY DEMOLITION PLAN - PIER 10 LAND

SIDE

12805575

55 CD109 UTILITY DEMOLITION PLAN - PIER 17 STUB 12805576

56 CD110 UTILITY DEMOLITION PLAN - PIER 32 END 12805577

57 CD111 UTILITY DEMOLITION PLAN - PIER 32 MIDDLE 12805578

58 CD112 UTILITY DEMOLITION PLAN - PIER 32 LAND

SIDE SOUTH

12805579

59 CD113 UTILITY DEMOLITION PLAN - PIER 32 LAND

SIDE NORTH

12805580

60 CD301 UTILITY DEMOLITION SECTION - PIER 10 12805581

61 CD302 UTILITY DEMOLITION SECTION - PIER 32 12805582

62 CD501 DEMOLITION DETAILS 12805583

63 C-101 SITE PLAN - PIER 17 STUB 12805584

64 C-102 SITE PLAN - PIER 32 LAND SIDE SOUTH 12805585

65 C-103 SITE PLAN - PIER 32 LAND SIDE NORTH 12805586

66 C-104 SITE PLAN - CRANE WEIGHT HANDLING AREA 12805587

67 C-105 UTILITY PLAN - PIER 32 END 12805588

68 C-106 UTILITY PLAN - PIER 32 MIDDLE 12805589

69 C-107 UTILITY PLAN - PIER 32 LAND SIDE NORTH 12805590

70 C-108 PLAN - LAND SIDE PHASE 1 AND 2 12805591

71 C-201 UTILITY PROFILES - SHEET 1 OF 4 12805592

72 C-202 UTILITY PROFILES - SHEET 2 0F 4 12805593

73 C-203 UTILITY PROFILES - SHEET 3 OF 4 12805594

74 C-204 UTILITY PROFILES - SHEET 4 OF 4 12805595

75 C-301 UTILITY SECTIONS - SHEET 1 OF 2 12805596

76 C-302 UTILITY SECTIONS - SHEET 2 OF 2 12805597

77 C-401 UTILITY STATION PART PLAN AND SECTION

NORTH

12805598

CIVIL

DOCUMENT 00 01 15 - ATTACHMENT PAGE 2

eProject No. 1566917

78 C-402 UTILITY STATION PART PLAN AND SECTION

SOUTH

12805599

79 C-403 REDUCED PRESSURE BACKFLOW PREVENTER PART

PLAN & SECTION

12805600

80 C-501 SITE DETAILS - SHEET 1 OF 2 12805601

81 C-502 SITE DETAILS - SHEET 2 OF 2 12805602

82 C-503 CRANE WEIGHT HANDLING AREA DETAILS - FENCE

AND GATE

12805603

83 C-504 CRANE WEIGHT HANDLING AREA DETAILS -

GUARDRAIL

12805604

84 C-505 CRANE WEIGHT HANDLING AREA - FENCE

OPENINGS

12805605

85 C-506 EROSION CONTROL NOTES AND DETAILS 12805606

86 C-507 UTILITY DETAILS - SHEET 1 OF 2 12805607

87 C-508 UTILITY DETAILS - SHEET 2 OF 2 12805608

88 C-509 GUARD BOOTH PLANS AND ELEVATIONS 12805609

89 CN101 OVERALL DREDGING SITE PLAN 12805610

90 CN102 DREDGING PLAN - WINDOW 2 12805611

91 CN103 DREDGING PLAN - WINDOW 3 12805612

92 CN104 DREDGING PLAN - WINDOW 4 12805613

93 CN105 CAD CELL PLAN 12805614

94 CN301 DREDGING TYPICAL SECTIONS 12805615

95 CN302 WINDOW 2 DREDGING SECTIONS

SHEET 1 OF 3

12805616

96 CN303 WINDOW 2 DREDGING SECTIONS

SHEET 2 OF 3

12805617

97 CN304 WINDOW 2 DREDGING SECTIONS

SHEET 3 OF 3

12805618

98 CN305 WINDOW 3 DREDGING SECTIONS

SHEET 1 OF 3

12805619

99 CN306 WINDOW 3 DREDGING SECTIONS

SHEET 2 OF 3

12805620

100 CN307 WINDOW 3 DREDGING SECTIONS

SHEET 3 OF 3

12805621

101 CN308 WINDOW 4 DREDGING SECTIONS

(BID OPTION 3)

12805622

102 CN309 CAD CELL CROSS SECTIONS SHEET 1 OF 2 12805623

103 CN310 CAD CELL CROSS SECTIONS SHEET 2 OF 2 12805624

104 S-001 STRUCTURAL GENERAL NOTES SHEET 1 OF 3 12805627

105 S-002 STRUCTURAL GENERAL NOTES SHEET 2 OF 3 12805628

106 S-003 STRUCTURAL GENERAL NOTES SHEET 3 OF 3 12805629

107 SD001 STRUCTURAL DEMOLITION NOTES 12805630

108 SD101 OVERALL STRUCTURAL DEMOLITION PLAN 12805631

109 SD102 PIER 10 DEMOLITION PLAN (BID OPTION 1) 12805632

110 SD103 PIER 17 STUB PIER DEMOLITION PLAN

(BID OPTION 2)

12805633

111 SD104 EXISTING PIER 32 DEMOLITION PLAN 12805634

112 SD105 QUAYWALL DEMOLITION PLAN AT UTILITY VAULT 12805635

STRUCTURAL

DOCUMENT 00 01 15 - ATTACHMENT PAGE 3

eProject No. 1566917

113 SD106 CRANE WEIGHT TEST AREA QUAYWALL DEMOLITION

PLAN (BID OPTION 5)

12805636

114 SD301 PIER 10 DEMOLITION SECTIONS

(BID OPTION 1)

12805637

115 SD302 PIER 17 STUB PIER DEMOLITION SECTION (BID

OPTION 2)

12805638

116 SD303 EXISTING PIER 32 DEMOLITION SECTIONS 12805639

117 SD304 QUAYWALL DEMOLITION SECTION AT UTILITY

VAULT

12805640

118 SD305 CRANE WEIGHT TEST AREA QUAYWALL DEMO

SECTION (BID OPTION 5)

12805641

119 SD601 PIER 10 DEMOLITION PHOTOGRAPHS

SHEET 1 OF 2 (BID OPTION 1)

12805642

120 SD602 PIER 10 DEMOLITION PHOTOGRAPHS

SHEET 2 OF 2 (BID OPTION 1)

12805643

121 SD603 PIER 17 STUB PIER DEMOLITION PHOTOGRAPHS

(BID OPTION 2)

12805644

122 SD604 PIER 32 DEMOLITION PHOTOGRAPHS

SHEET 1 OF 2

12805645

123 SD605 PIER 32 DEMOLITION PHOTOGRAPHS

SHEET 2 OF 2

12805646

124 SD606 CRANE WEIGHT TEST AREA DEMOLITION

PHOTOGRAPHS (BID OPTION 5)

12805647

125 S-101 OVERALL STRUCTURAL PLAN 12805648

126 S-102 PIER 32 STRUCTURAL KEY PLAN 12805649

127 S-103 PILE PLAN - AREA A 12805650

128 S-104 PILE PLAN - AREA B 12805651

129 S-105 PILE PLAN - AREA C 12805652

130 S-106 FRAMING PLAN - AREA A 12805653

131 S-107 FRAMING PLAN - AREA B 12805654

132 S-108 FRAMING PLAN - AREA C 12805655

133 S-109 PRECAST CONCRETE PLANK PLAN - AREA A 12805656

134 S-110 PRECAST CONCRETE PLANK PLAN - AREA B 12805657

135 S-111 PRECAST CONCRETE PLANK PLAN - AREA C 12805658

136 S-112 DECK PLAN - AREA A 12805659

137 S-113 DECK PLAN - AREA B 12805660

138 S-114 DECK PLAN - AREA C 12805661

139 S-115 FENDER PILE PLAN - AREA A 12805662

140 S-116 FENDER PILE PLAN - AREA B 12805663

141 S-117 FENDER PILE PLAN - AREA C 12805664

142 S-118 DECK DRAINAGE PLAN 12805665

143 S-119 CRANE WEIGHT TEST AREA QUAYWALL PLAN (BID

OPTION 5)

12805666

144 S-120 PIER 32 FLOATING SECURITY BARRIER PLAN 12805667

145 S-121 PIER 32 FLOATING SECURITY BARRIER PLAN 12805668

146 S-201 NORTH AND SOUTH ELEVATIONS 12805669

147 S-301 TYPICAL PIER SECTIONS 12805670

148 S-302 TYPICAL PIER SECTIONS 12805671

149 S-303 TYPICAL PIER SECTIONS 12805672

150 S-304 TYPICAL PIER SECTIONS 12805673

DOCUMENT 00 01 15 - ATTACHMENT PAGE 4

eProject No. 1566917

151 S-305 CRANE WEIGHT TEST AREA QUAYWALL SECTION

(BID OPTION 5)

12805674

152 S-401 UTILITY VAULT PARTIAL PLAN 12805675

153 S-402 PIER 10 FENDER SYSTEM (BID OPTION 1) 12805676

154 S-403 PIER 17 STUB PIER FENDER SYSTEM

(BID OPTION 2)

12805677

155 S-404 EXISTING PIER 32 FENDER SYSTEM 12805678

156 S-501 PILE DETAILS SHEET 1 OF 2 12805679

157 S-502 PILE DETAILS SHEET 2 OF 2 12805680

158 S-503 PILE CAP SECTION AND ELEVATIONS 12805681

159 S-504 PILE CAP DETAILS 12805682

160 S-505 BEAM SECTIONS AND DETAILS 12805683

161 S-506 CRANE WEIGHT TEST AREA DETAILS 12805684

162 S-507 PRECAST CONCRETE PLANK DETAILS

SHEET 1 OF 2

12805685

163 S-508 PRECAST CONCRETE PLANK DETAILS

SHEET 2 OF 2

12805686

164 S-509 MISCELLANEOUS SECTIONS AND DETAILS 12805687

165 S-510 MANHOLE SECTIONS AND DETAILS 12805688

166 S-511 OUTBOARD SUBSTATION PLATFORM 12805689

167 S-512 INBOARD SUBSTATION PLATFORM 12805690

168 S-513 MOORING HARDWARE DETAILS 12805691

169 S-514 MISCELLANEOUS SECTIONS AND DETAILS 12805692

170 S-515 COMPOSITE FENDER PILE DETAILS 12805693

171 S-516 COMPOSITE FENDER PILE SECTIONS 12805694

172 S-517 COMPOSITE CAMEL NOTES AND DETAILS

(BID OPTION 4)

12805695

173 S-518 COMPOSITE CAMEL PLAN & ELEVATIONS

(BID OPTION 4)

12805696

174 S-519 COMPOSITE CAMEL SECTIONS SHEET 1 OF 2 (BID

OPTION 4)

12805697

175 S-520 COMPOSITE CAMEL SECTIONS SHEET 2 OF 2 (BID

OPTION 4)

12805698

176 S-521 COMPOSITE CAMEL DETAILS (BID OPTION 4) 12805699

177 S-522 POWER CABLE JIB CRANE DETAILS

SHEET 1 OF 2

12805700

178 S-523 POWER CABLE JIB CRANE DETAILS

SHEET 2 OF 2

12805701

179 S-524 JIB CRANE POWER CABLE RACK DETAILS 12805702

180 S-530 BROW - PLAN AND SECTION 12805703

181 S-531 BROW - SECTIONS 12805704

182 S-532 BROW - ELEVATION, DETAIL AND SECTION 12805705

183 S-533 BROW - RETRACTABLE PLATFORM ELEVATION &

SECTION

12805706

184 S-534 BROW - SWIVEL PLATFORM DETAILS 12805707

185 S-535 BROW SWIVEL PLATFORM SECTION AND DETAILS 12805708

186 S-536 BROW SUPPORT SLAB AND BEAM DETAILS 12805709

187 S-537 BROW AND POST ELEVATIONS 12805710

188 S-538 BROW SUPPORT POST DETAILS 12805711

DOCUMENT 00 01 15 - ATTACHMENT PAGE 5

eProject No. 1566917

189 S-539 BROW CONNECTION DETAILS 12805712

190 S-550 MISCELLANEOUS DETAILS SHEET 1 OF 2 12805713

191 S-551 MISCELLANEOUS DETAILS SHEET 2 OF 2 12805714

192 S-552 TURBIDITY CURTAIN NOTES AND DETAILS 12805715

193 S-601 PILE SCHEDULES 12805716

194 S-602 PIER 32 COMPOSITE FENDER PILE SCHEDULES

SHEET 1 OF 2

12805717

195 S-603 PIER 32 COMPOSITE FENDER PILE SCHEDULES

SHEET 2 OF 2

12805718

196 S-604 QUAYWALL POST DEMOLITION COMPOSITE FENDER

PILE SCHEDULE

12805719

197 SU401 BACKFLOW PREVENTER STRUCTURE PLAN AND

SECTIONS

12805723

198 SU402 ELEVATED SWITCHGEAR PLATFORM PART PLAN AND

SECTIONS

12805724

199 SU501 STRUCTURAL PIPE SUPPORT DETAILS 12805725

200 SU502 CRANE WEIGHT TEST PAD AND LIGHT POLE 12805726

201 SU503 ELEVATED PLATFORM DETAILS 12805727

202 F-101 FIRE PROTECTION PLAN - PIER 32 END 12805730

203 F-102 FIRE PROTECTION PLAN - PIER 32 MIDDLE 12805731

204 F-103 FIRE PROTECTION PLAN - PIER 32 LAND SIDE

NORTH

12805732

205 F-401 FIRE PROTECTION CONNECTION PLANS AND

SECTIONS

12805733

206 F-501 FIRE PROTECTION REDUCED PRESSURE BACKFLOW

PREVENTER DETAIL

12805734

207 FA101 FIRE ALARM PLAN- PIER 32 LAND SIDE NORTH 12805735

208 FA501 FIRE ALARM DETAILS 12805736

209 M-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES 12805739

210 M-101 COMPRESSED AIR PLAN - PIER 32 LAND SIDE

NORTH

12805740

211 M-501 COMPRESSED AIR DETAILS 12805741

212 M-502 PIPE SUPPORT DETAILS - SHEET 1 OF 2 12805742

213 M-503 PIPE SUPPORT DETAILS - SHEET 2 OF 2 12805743

214 M-601 COMPRESSED AIR SCHEDULES 12805744

215 M-701 HVAC SEQUENCE OF OPERATIONS 12805745

216 E-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES 12805748

217 ED101 ELECTRICAL DEMOLITION PLAN - PIER 10 END 12805749

218 ED102 ELECTRICAL DEMOLITION PLAN - PIER 10

MIDDLE

12805750

219 ED103 ELECTRICAL DEMOLITION PLAN - PIER 10 LAND

SIDE

12805751

STRUCTURAL UTILITY

FIRE PROTECTION

ELECTRICAL

MECHANICAL

DOCUMENT 00 01 15 - ATTACHMENT PAGE 6

eProject No. 1566917

220 ED104 ELECTRICAL DEMOLITION PLAN - PIER 17 STUB 12805752

221 ED105 ELECTRICAL DEMOLITION PLAN - PIER 32 END 12805753

222 ED106 ELECTRICAL DEMOLITION PLAN - PIER 32

MIDDLE

12805754

223 ED107 ELECTRICAL DEMOLITION PLAN - PIER 32 LAND

SIDE SOUTH

12805755

224 ED108 ELECTRICAL DEMOLITION PLAN - PIER 32 LAND

SIDE NORTH

12805756

225 E-101 ELECTRICAL PLAN - PIER 32 END 12805757

226 E-102 ELECTRICAL PLAN - PIER 32 MIDDLE 12805758

227 E-103 ELECTRICAL PLAN - PIER 32 LAND SIDE NORTH 12805759

228 E-104 ELECTRICAL PLAN - CRANE WEIGHT HANDLING

AREA

12805760

229 E-301 SECTION THROUGH PIER AND DETAILS 12805761

230 E-401 UNIT SUBSTATION NORTH P32N PART PLAN AND

ELEVATION

12805762

231 E-402 UNIT SUBSTATION SOUTH P32S PART PLAN AND

ELEVATION

12805763

232 E-501 MANHOLE AND DUCTBANK DETAILS 12805764

233 E-502 SF6 SWITCH PLATFORM DETAILS 12805765

234 E-503 NORTH SWITCHGEAR P32N ELEVATION DETAIL 12805766

235 E-504 SOUTH SWITCHGEAR P32N ELEVATION DETAIL 12805767

236 E-505 COMMUNICATIONS STATION DETAILS 12805768

237 E-506 UTILITY OUTLET STATION DETAILS 12805769

238 E-507 HOTEL AND TEST STATION DETAILS 12805770

239 E-508 GROUNDING PLAN AND DETAILS 12805771

240 E-509 HEAT TRACE CABINET AND DETAILS 12805772

241 E-510 AMI SYSTEM DETAILS SHEET 1 OF 3 12805773

242 E-511 AMI SYSTEM DETAILS SHEET 2 OF 3 12805774

243 E-512 AMI SYSTEM DETAILS SHEET 3 OF 3 12805775

244 E-513 LUMINAIRE SCHEDULE AND DETAILS 12805776

245 E-514 LUMINAIRE DETAILS 12805777

246 E-515 MISCELLANEOUS DETAILS 12805778

247 E-516 CCTV DETAILS 12805779

248 E-530 CATHODIC PROTECTION PILE PLAN 12805780

249 E-531 CATHODIC PROTECTION DETAILS 12805781

250 E-601 ELECTRIAL ONE LINE DIAGRAM NO. 1 - NORTH

SIDE SERVICES

12805782

251 E-602 ELECTRIAL ONE LINE DIAGRAM NO. 1 - SOUTH

SIDE SERVICES

12805783

252 E-603 15kV ONE LINE DIAGRAM 12805784

253 E-604 COMMUNICATIONS RISER DIAGRAM 12805785

254 E-605 RELAYING, TRANSFER AND INSTRUMENTATION ONE

LINE DIAGRAM (P32N)

12805786

255 E-606 RELAYING, TRANSFER AND INSTRUMENTATION ONE

LINE DIAGRAM (P32S)

12805787

256 E-607 SWITCHGEAR CONTROL DIAGRAMS 12805788

DOCUMENT 00 01 15 - ATTACHMENT PAGE 7

eProject No. 1566917

257 E-608 HEAT TRACE ONE LINE DIAGRAM AND SCHEDULES 12805789

258 E-609 LIGHTING CONTROL DIAGRAMS 12805790

259 E-610 UNIT SUBSTATION NORTH P32N SWITCHGEAR

SCHEDULE

12805791

260 E-611 UNIT SUBSTATION SOUTH P32S SWITCHGEAR

SCHEDULE

12805792

261 E-612 UTILITY OUTLET STATIONS NORTH SIDE

PANELBOARD SCHEDULES

12805793

262 E-613 UTILITY OUTLET STATIONS SOUTH SIDE

PANELBOARD SCHEDULES

12805794

263 E-614 SWITCHGEAR NORTH HOUSE PANELBOARD

SCHEDULES

12805795

264 E-615 SWITCHGEAR SOUTH HOUSE PANELBOARD

SCHEDULES

12805796

265 E-616 POWER CONDUIT AND CABLE SCHEDULE 12805797

266 E-617 COMMUNICATIONS CONDUIT AND CABLE SCHEDULE 12805798

267 R-001 LEGEND, SURVEY NOTES AND ABBREVIATIONS 12805801

268 R-002 CONTROL PLAN, REFERENCE SKETCHES AND

DIAGRAM OF DATUM PLANE

12805802

269 R-003 UTILITY STRUCTURE DATA 12805803

270 R-004 UTILITY STRUCTURE DATA 12805804

271 R-005 UTILITY STRUCTURE DATA 12805805

272 R-006 TOPOGRAPHIC SURVEY 12805806

REFERENCE

DOCUMENT 00 01 15 - ATTACHMENT PAGE 8

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 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes constructing Pier 32, demolishing existing Pier 32, demolishing existing submarine berthing Pier 10, and demolishing the stub pier adjacent to Pier 17 and incidental related work at Naval Submarine Base New London. Major work elements include, but are not limited to:

a. Concrete filled steel pipe pile supported pier with concrete deck;

b. Mooring fitings;

c. Composite fender system and specialized equipment including fendering camels;

d. Pier utilities including:

(1) Low pressure compressed air station with distribution lines and risers;

(2) Electrical shore power including primary and secondary distribution, transformers, substations, primary switches, grounding/lightning protection;

(3) Fire protection water distribution lines and riser;

(4) Potable water distribution lines and riser;

(5) Salt water distribution lines and riser;

(6) Sanitary sewer distribution lines and riser; and

(7) Telecommunication infrastructure for Nonclassified Internet

Protocol Router Network (NIPRNET).

e. Passive cathodic protection system;

f. Retractable crane-less brows;

g. Jib cranes for supporting electrical cables between the pier and the submarines;

h. Strengthening a portion of the quaywall apron north of Pier 33 to accommodate crane test weights.

i. Anti-Terrorism/Force Protection (AT/FP) features;

j. Dredging pier and turning basin areas;

k. Site grading, paving, and drainage.

1.2.2 Location

The work is located at the Naval Submarine Base New London (NSB NLON), SECTION 01 11 00 Page 1

Groton, CT, 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 the project site will be occupied during performance of work under this Contract. Existing Pier 32 will be occupied and remain in service until construction of the New Pier 32 is complete.

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.

Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities encased in pier 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.

1.5.1 Notification Prior to Excavation

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

1.6 UTILITY OUTAGES AND CONNECTIONS

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

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

SECTION 01 11 00 Page 2

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.

d. Pre-outage coordination meeting = 7 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.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/11

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 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Work must be phased as indicated on the 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, 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) Telecommunications Systems Connections

(3) Water and Salt Water Connections

(4) Compressed Air Connections

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. To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. 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.

SECTION 01 14 00 Page 1

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

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.

1.3.1.2.1 Registration for DBIDS

Registration for DBIDS is available at 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.

1.3.1.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must

SECTION 01 14 00 Page 2 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.

1.3.1.2.3 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 safety or security of the Installation or anyone therein.

1.3.1.2.4 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.

1.3.1.3 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 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 NAVSUBASE 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.

SECTION 01 14 00 Page 3

1.3.2.1 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 NAVSUBASE.

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 NAVSUBASE'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).

1.3.3 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contracting Officer, between 7 a.m. and 5:00 p.m., Monday through Friday, excluding Government holidays.

1.3.4 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.

1.3.5 Waterfront Access

The Base is protected by a waterfront security barrier located between the main channel of the Thames River and the project site. The waterfront security barrier can only be opened Monday through Friday between 0900 and 1500. It cannot be opened on Government holidays or weekends. Schedule all movement of floating equipment, boats, and barges through the security

SECTION 01 14 00 Page 4 barrier around this schedule at least 24 hours in advance of the required opening.

1.3.6 Occupied Buildings

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

1.3.7 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.

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

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

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain.

f. 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 shall have red bodies, and red bodied locks shall be used for no other purpose at NSB NLON.

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 shall provide any necessary locks and chains to secure utility systems (i.e. steam, water, air, electricity) and to achieve a zero mechanical state (ZMS) for all machinery involved. ZMS is defined as the mechanical state of a machine in which:

(1) Every power source that can produce machine movement has been locked off.

(2) The mechanical potential energy of all portions of the machine is at its lowest potential value so opening of pipes, valves, hoses, or actuation of any valve will not produce a movement that could easily cause injury.

(3) The kinetic energy of the machine is at its lowest practical value.

(4) Pressurized fluid (air, oil, or other) trapped in the machine

SECTION 01 14 00 Page 5 lines, cylinders, or other components is not capable of producing a machine motion upon actuation of any valve.

1.3.7.1 Location of Underground Utilities

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Notification Prior to Excavation: Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.3.8 NAVSUBASE Area Work Clearance Request

1.3.8.1 NAVSUBASE Hazardous Areas

Do not enter into work areas where NAVSUBASE personnel are using protective equipment such as respirator and masks or marked boundary areas without prior approval.

1.4 SECURITY REQUIREMENTS

Contract Clause FAR 52.204-2 Security Requirements and Alternate II and the following apply:

1.4.1 Naval Submarine Base New London, Groton, CT

In addition to the requirements described in the Paragraph CONTRACTOR ACCESS AND USE OF PREMISES, the Contractor is advised of the following:

a. Vehicles and Equipment - In addition to other conditions and requirements set forth hereinbefore, attenuation is invited to the fact that vehicles and equipment admitted to the Naval Submarine Base New London, Groton CT will be required to meet standards established by the Station Safety Department.

b. Contractor responsibility for employees - The Contractor is responsible for employees under his employment. Ensure that employees are familiar with and obey station traffic safety, and security regulations.

c. Photographs - Taking photographs is prohibited on the Naval Submarine Base New London, Groton, CT. When operationally required, submit a written request containing justification and details to the Security Officer and receive written permission prior to taking photographs.

d. Storage and office trailer registration. Register storage and office trailers to be used on base with the truck investigation team.

Trailers shall meet State law requirements and shall be in like new condition.

(1) Trailers shall be lockable and shall be locked when not in use.

SECTION 01 14 00 Page 6

(2) Trailers shall have a sign in the lower left hand corner of all trailer doors with the following information: Company name, address, registration number of trailer or vehicle identification number, duration of contract or stay on base, contract number, local on-base phone number, off-base phone number of main office, and emergency recall person and phone number.

e. Equipment markings-equipment owned or rented by the company shall have the company name painted or stenciled on the equipment in a conspicuous location. Rented equipment is to be conspicuously marked with a tag showing who rented the equipment. Register the equipment with the truck investigation team.

1.4.2 Inspection

Personnel and equipment are subject to inspection. Personnel are also subject to physical searches at random intervals. Contractor shall take into consideration that due to increased security there may be delays, as much as 2 hours, entering the Base.

1.4.3 Parking

Do not park in or block any marked fire lanes at any time. The Contractor will be permitted 2 parking spaces in the Lower Base area. Contractor's workers shall park in the first come, first serve open parking area indicated near Building 410. Transportation from the parking area to the work site is at the Contractor's expense.

1.4.4 Radiological Accident (RADCON) Drills

RADCON drills are conducted about once every three (3) months. Traveling throughout the lower base (west of the railroad tracks) is prohibited throughout the duration of the drill. The drills are from two (2) to four

(4) hours duration. During the drill:

a. All personnel shall take cover in the nearest building.

b. All vehicles shall stop and vehicle occupants shall take cover in the nearest building.

c. There shall be no eating, drinking or smoking.

d. All windows and building ventilation shall be secured.

All personnel on the Upper and Lower Base shall listen to the public address system for specific instructions. Upper Base personnel may be required to take actions as described for Lower Base personnel. All costs associated with delays due to RADCON drills are the responsibility of the Contractor.

1.4.5 Work in the Thames River

No underwater excavation or disposal of dredged material will be permitted for all projects where work is to be performed in the Thames River or along the shoreline of the Thames River at the Naval Submarine Base New London, Groton, CT, during the environmentally sensitive period between 1 February and 30 September.

SECTION 01 14 00 Page 7

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 8

SECTION 01 20 00.00 20

PRICE AND PAYMENT PROCEDURES

11/11

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 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 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 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Prices; G

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (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. Costs shall be summarized and totals provided for each construction category.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices has been submitted to and accepted by the Contracting Officer.

1.3.3 Real Property…