Attachment K-Package 1 NWC B686 Conolly Specs.pdf

Repair Conolly Hall NWC

Building 686

Naval War College

NAVAL STATION NEWPORT

Newport, RI 02841

SUBMITTED BY:

Symmes Maini & McKee Associates

1000 Massachusetts Avenue

Cambridge, MA 02138

A/E Contract Number: N40085-18-D-8703

(eProject#: 1691406)

PREPARED BY:

Structural: Symmes Maini & McKee Associates

Architectural: Symmes Maini & McKee Associates

Interior Design: Symmes Maini & McKee Associates

Plumbing: Symmes Maini & McKee Associates

Mechanical: Symmes Maini & McKee Associates

Electrical: Symmes Maini & McKee Associates

Code Consultant, FA/FP: Code Red Consultants

Cost Estimator: Crawford Consulting

Civil & Environmental: RI Analytical

Commissioning: Hallam ICS

SHPO Consultant: Epsilon Associates Inc.

Cyber Security Engr: Chinook

SPECIFICATIONS

Issue for Bid

02/16/2024

THIS PAGE INTENTIONALLY LEFT BLANK

REPAIR CONOLLY HALL - NWC ; BLDG 686 CHI S 1691406

ISSUE FOR BID

Cover Page 2

ISSUE FOR BID -

SEALS PAGE - REGISTERED PROFESIONALS FOR DESIGN

REPAIR CONOLLY HALL - NWC ; BLDG 686 CHI S 1691406

ISSUE FOR BID

Repair Conolly Hall NWC

Building 686

Naval War College

NAVAL STATION NEWPORT

Newport, RI 02841

Seals Page 1

02/16/2024

John Alfeo Mark O'Brien

Jennifer Howe

Maxwell French

Nicholas Koulbanis Paul Elliott

Seals Page 2

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00 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 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

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 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)

01 91 00.15 BUILDING COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 SELECTIVE DEMOLITION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

DI VI SI ON 03 - CONCRETE

03 01 00 REHABILITATION OF CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 05 - METALS

05 05 20 POST-INSTALLED CONCRETE AND MASONRY ANCHORS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 34 01 FORCED ENTRY RESISTANT COMPONENTS

08 34 02 BULLET-RESISTANT COMPONENTS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 PORCELAIN TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 66 16 TERRAZZO FLOOR TILE

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 84 20 ACOUSTICAL WOOD WALL PANELS

09 90 00 PAINTS AND COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 22 19 DEMOUNTABLE AND MOVABLE PARTITIONS

10 22 39 FOLDING PANEL PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

PROJECT TABLE OF CONTENTS Page 2

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DI VI SI ON 11 - EQUI PMENT

11 44 00 FOOD COOKING EQUIPMENT

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 ROLLER WINDOW SHADES

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 21 23.13 20 ELECTRIC TRACTION PASSENGER ELEVATORS - MODERNIZATION

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 12 00 STANDPIPE SYSTEMS

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

21 13 16 DRY PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBING, GENERAL PURPOSE

22 63 10 LOW-PRESSURE FACILITY GAS PIPING

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00 COMMISSIONING OF MECHANICAL AND PLUMBING SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 09 93 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 21 23 HYDRONIC PUMPS

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 30 00 HVAC AIR DISTRIBUTION

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED WATER PIPING SYSTEMS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 29 VARIABLE REFRIGERANT FLOW HVAC SYSTEMS

23 82 00.00 20 TERMINAL HEATING UNITS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS -

BUILDING CONTROL SYSTEMS (BCS) - HVAC

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS - FIRE

& LIFE SAFETY (FLS)

DI VI SI ON 26 - ELECTRI CAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

PROJECT TABLE OF CONTENTS Page 3

26 05 74 SHORT CIRCUIT, PROTECTIVE DEVICE COORDINATION AND ARC

FLASH STUDY

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 32 15.00 NATURAL GAS ENGINE-GENERATOR SET STATIONARY 15-2500 KW,

WITH AUXILIARIES

26 36 23 AUTOMATIC TRANSFER SWITCHES

26 51 00 INTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 29 PROTECTIVE DISTRIBUTION SYSTEM (PDS) FOR SIPRNET

COMMUNICATION SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 53 19.13 FIRST RESPONDER DISTRIBUTED ANTENNAE SYSTEM (DAS)

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS - Contract drawings are as follows:

# SHEET

NO.

NAVFAC

DWG NO

NAVSTA

DWG NO

SHEET NAME

GENERAL

1 G-001 1289761 46745 COVER

2 G-002 1289762 46746 INDEX OF DRAWINGS

NWC MOBILIZATION

3 AS-100 --- --- PROPOSED CONSTRUCITON SITE PLAN

HAZMAT

4 H-001 1289763 46747 ASBESTOS REMOVAL TABLE

5 H-100 1289769 46753 ACM REMOVAL - WALL AND FLOOR MATERIALS

6 H-101 1289770 46754 BASEMENT - ACM REMOVAL - PIPE INSULATION AND DUCTWORK

7 H-102 1289771 46755 BASEMENT MECHANICAL ROOM - ACM REMOVAL - PIPE

INSULATION AND DUCTWORK

8 H-103 1289772 46756 FIRST FLOOR - ACM REMOVAL - WALL AND FLOOR MATERIALS

9 H-104 1289773 46757 FIRST FLOOR - ACM REMOVAL - PIPE INSULATION AND

DUCTWORK

10 H-105 1289774 46758 SECOND FLOOR - ACM REMOVAL - WALL AND FLOOR MATERIALS

11 H-106 1289775 46759 SECOND FLOOR - ACM REMOVAL - PIPE INSULATION AND

DUCTWORK

12 H-107 1289776 46760 THIRD FLOOR - ACM REMOVAL - WALL AND FLOOR MATERIALS

13 H-108 1289777 46761 THIRD FLOOR - ACM REMOVAL - PIPE INSULATION AND

DUCTWORK

DOCUMENT 00 01 15 Page 1

14 H-109 1289778 46762 FOURTH FLOOR - ACM REMOVAL - WALL AND FLOOR MATERIALS

15 H-110 1289779 46763 FOURTH FLOOR - ACM REMOVAL - PIPE INSULATION AND

DUCTWORK

16 H-111 1289780 46764 NORTH & SOUTH PENTHOUSE - ACM REMOVAL - PIPE

INSULATION AND DUCTWORK

17 H-200 1289784 46768 ACM + PCB DRAWING EAST ELEVATION

18 H-201 1289785 46769 ACM + PCB DRAWING WEST ELEVATION

19 H-202 1289786 46770 ACM + PCB DRAWING SOUTH ELEVATION

* --- --- --- * Sheet #'s 20 through 26 (NOT ISSUED)

LIFE SAFETY

27 LS001 1289787 46771 CODE SUMMARY SHEET

28 LS101 1289788 46772 LEVEL 2 -MECHANICAL BASEMENT LIFE SAFETY PLAN -OVERALL

29 LS101A 1289789 46773 LEVEL 2 -MECHANICAL BASEMENT LIFE SAFETY PLAN -PART A

30 LS101B 1289790 46774 LEVEL 2 -MECHANICAL BASEMENT LIFE SAFETY PLAN -PART B

31 LS102 1289791 46775 LEVEL 1 -BASEMENT LIFE SAFETY PLAN -OVERALL

32 LS102A 1289792 46776 LEVEL 1 -BASEMENT LIFE SAFETY PLAN -PART A

33 LS102B 1289793 46777 LEVEL 1 -BASEMENT LIFE SAFETY PLAN -PART B

34 LS103 1289794 46778 1ST FLOOR LIFE SAFETY PLAN -OVERALL

35 LS103A 1289795 46779 1ST FLOOR LIFE SAFETY PLAN -PART A

36 LS103B 1289796 46780 1ST FLOOR LIFE SAFETY PLAN -PART B

37 LS104 1289797 46781 2ND FLOOR LIFE SAFETY PLAN

38 LS105 1289798 46782 3RD FLOOR LIFE SAFETY PLAN

39 LS106 1289799 46783 4TH FLOOR LIFE SAFETY PLAN

40 LS107 1289800 46784 PENTHOUSE AND ROOF LIFE SAFETY PLAN

ARCHITECTURE

41 A-001 1289801 46785 LEGENDS, NOTES, ABBREVIATIONS

42 A-002 1289802 46786 PARTITION TYPES, NOTES & DETAILS

43 AD100 1289803 46787 DEMOLITION PLAN NOTES AND LEGENDS

44 AD101 1289804 46788 LEVEL 2 - MECH. BASEMENT DEMOLITION PLAN

45 AD102 1289805 46789 LEVEL 1 - BASEMENT DEMOLITION PLAN

46 AD103 1289806 46790 1ST FLOOR DEMOLITION PLAN

DOCUMENT 00 01 15 Page 2

47 AD104 1289807 46791 2ND FLOOR DEMOLITION PLAN

48 AD105 1289808 46792 3RD FLOOR DEMOLITION PLAN

49 AD106 1289809 46793 4TH FLOOR DEMOLITION PLAN

50 AD107 1289810 46794 PENTHOUSE AND ROOF DEMOLITION PLAN

51 A-100 1289811 46795 CONSTRUCTION & RCP NOTES AND LEGENDS

52 A-101 1289812 46796 LEVEL 2 - MECH. BASEMENT CONSTRUCTION PLAN

53 A-101A 1289813 46797 LEVEL 2 - MECH. BASEMENT CONSTRUCTION PLAN - PART A

54 A-101B 1289814 46798 LEVEL 2 - MECH. BASEMENT CONSTRUCTION PLAN - PART B

55 A-102 1289815 46799 LEVEL 1 - BASEMENT CONSTRUCTION PLAN OVERALL

56 A-102A 1289816 46800 LEVEL 1 - BASEMENT CONSTRUCTION PLAN - PART A

57 A-102B 1289817 46801 LEVEL 1 - BASEMENT CONSTRUCTION PLAN - PART B

58 A-103 1289818 46802 1ST FLOOR CONSTRUCTION PLAN OVERALL

59 A-103A 1289819 46803 1ST FLOOR CONSTRUCTION PLAN - PART A

60 A-103B 1289820 46804 1ST FLOOR CONSTRUCTION PLAN - PART B

61 A-104 1289821 46805 2ND FLOOR CONSTRUCTION PLAN OVERALL

62 A-104A 1289822 46806 2ND FLOOR CONSTRUCTION PLAN - PART A

63 A-104B 1289823 46807 2ND FLOOR CONSTRUCTION PLAN - PART B

64 A-105 1289824 46808 3RD FLOOR CONSTRUCTION PLAN OVERALL

65 A-105A 1289825 46809 3RD FLOOR CONSTRUCTION PLAN - PART A

66 A-105B 1289826 46810 3RD FLOOR CONSTRUCTION PLAN - PART B

67 A-106 1289827 46811 4TH FLOOR CONSTRUCTION PLAN OVERALL

68 A-106A 1289828 46812 4TH FLOOR CONSTRUCTION PLAN - PART A

69 A-106B 1289829 46813 4TH FLOOR CONSTRUCTION PLAN - PART B

70 A-107 1289830 46814 PENTHOUSE AND ROOF CONSTRUCTION PLAN

71 AR101 1289831 46815 LEVEL 2 - MECH. BASEMENT RCP OVERALL

72 AR101A 1289832 46816 LEVEL 2 - MECH. BASEMENT RCP - PART A

73 AR101B 1289833 46817 LEVEL 2 - MECH. BASEMENT RCP - PART B

74 AR102 1289834 46818 LEVEL 1 - BASEMENT FLOOR RCP - OVERALL

75 AR102A 1289835 46819 LEVEL 1 - BASEMENT FLOOR RCP - PART A

76 AR102B 1289836 46820 LEVEL 1 - BASEMENT FLOOR RCP - PART B

77 AR103 1289837 46821 1ST FLOOR RCP - OVERALL

78 AR103A 1289838 46822 1ST FLOOR RCP - PART A

DOCUMENT 00 01 15 Page 3

79 AR103B 1289839 46823 1ST FLOOR RCP - PART B

80 AR104 1289840 46824 2ND FLOOR RCP - OVERALL

81 AR104A 1289841 46825 2ND FLOOR RCP - PART A

82 AR104B 1289842 46826 2ND FLOOR RCP - PART B

83 AR105 1289843 46827 3RD FLOOR RCP - OVERALL

84 AR105A 1289844 46828 3RD FLOOR RCP - PART A

85 AR105B 1289845 46829 3RD FLOOR RCP - PART B

86 AR106 1289846 46830 4TH FLOOR RCP - OVERALL

87 AR106A 1289847 46831 4TH FLOOR RCP - PART A

88 AR106B 1289848 46832 4TH FLOOR RCP - PART B

89 AR107 1289849 46833 PENTHOUSE AND ROOF RCP - OVERALL

90 A-201 1289850 46834 EXTERIOR ELEVATIONS

91 A-202 1289851 46835 EXTERIOR ELEVATIONS

92 A-251 1289852 46836 INTERIOR ELEVATIONS

93 A-252 1289853 46837 INTERIOR ELEVATIONS

94 A-301 1289854 46838 BUILDING SECTIONS

95 A-401 1289855 46839 ENLARGED PLAN NOTES, SCHEDULES, LEGENDS

96 A-402 1289856 46840 ENLARGED PLANS AND ELEVATIONS - RESTROOMS

97 A-403 1289857 46841 ENLARGED PLANS AND ELEVATIONS - RESTROOMS

98 A-404 1289858 46842 ENLARGED PLANS AND ELEVATIONS - BREAKROOMS AND

WELLNESS

99 A-405 1289859 46843 ENLARGED PLANS AND ELEVATIONS

100 A-406 1289860 46844 ENLARGED PLANS AND SECTIONS - SOUTH STAIR

101 A-407 1289861 46845 ENLARGED PLANS AND SECTIONS - NORTH STAIR

102 A-408 1289862 46846 STAIR DETAILS

103 A-501 1289863 46847 EXTERIOR WINDOW ELEVATIONS

104 A-502 1289864 46848 EXTERIOR WINDOW DETAILS

105 A-503 1289865 46849 TYPICAL ROOF DETAILS

106 A-551 1289866 46850 INTERIOR DETAILS - CEILINGS AND MILLWORK

107 A-552 1289867 46851 INTERIOR DETAILS

108 A-553 1289868 46852 INTERIOR DETAILS

109 A-554 1289869 46853 INTERIOR DETAILS

110 A-556 1289870 46854 INTERIOR DETAILS - COLUMNS

DOCUMENT 00 01 15 Page 4

111 A-557 1289871 46855 INTERIOR DETAILS

112 A-558 1289872 46856 INTERIOR DETAILS

113 A-559 1289873 46857 INTERIOR DETAILS

114 A-560 1289874 46858 INTERIOR DETAILS

115 A-601 1289875 46859 DOOR & FRAME TYPES & DETAILS

116 A-602 1289876 46860 DOOR SCHEDULE

117 A-603 1289877 46861 DEMOUNTABLE SYSTEM SCHEDULE AND TYPES

INTERIORS

118 I-102 1289878 46862 LEVEL1 - BASEMENT FLOOR FINISH PLAN

119 I-103 1289879 46863 1ST FLOOR FINISH PLAN

120 I-104 1289880 46864 2ND FLOOR FINISH PLAN

121 I-105 1289881 46865 3RD FLOOR FINISH PLAN

122 I-106 1289882 46866 4TH FLOOR FINISH PLAN

123 I-107 1289883 46867 FINISH SCHEDULE LEGEND

124 I-108 1289884 46868 ROOM FINISH SCHEDULE

125 I-121 1289885 46869 LEVEL 2 - MECH. BASEMENT FLOOR SIGNAGE PLAN

126 I-112 1289886 46870 LEVEL 1 - BASEMENT FLOOR TEST FIT PLAN

127 I-113 1289887 46871 1ST FLOOR TEST FIT PLAN

128 I-114 1289888 46872 2ND FLOOR TEST FIT PLAN

129 I-115 1289889 46873 3RD FLOOR TEST FIT PLAN

130 I-116 1289890 46874 4TH FLOOR TEST FIT PLAN

131 I-122 1289891 46875 LEVEL 1 - BASEMENT FLOOR SIGNAGE PLAN

132 I-123 1289892 46876 1ST FLOOR SIGNAGE PLAN

133 I-124 1289893 46877 2ND FLOOR SIGNAGE PLAN

134 I-125 1289894 46878 3RD FLOOR SIGNAGE PLAN

135 I-126 1289895 46879 4TH FLOOR SIGNAGE PLAN

136 I-127 1289896 46880 PENTHOUSE FLOOR SIGNAGE PLAN

137 I-128 1289897 46881 SIGNAGE SCHEDULE

138 I-129 1289898 46882 SIGNAGE SCHEDULE

139 I-130 1289899 46883 SIGNAGE DETAILS

140 I-131 1289900 46884 SIGNAGE DETAILS

FIRE ALARM

DOCUMENT 00 01 15 Page 5

141 FA-001 1289901 46885 FIRE ALARM LEAD SHEET

142 FA-002 1289902 46886 FIRE ALARM SEQUENCE OF OPERATIONS

143 FA-003 1289903 46887 FIRE ALARM RISER DIAGRAM

144 FAD101 1289904 46888 P1-GARAGE FIRE ALARM -DEMOLITION PLAN

145 FAD102 1289905 46889 P2-GARAGE FIRE ALARM -DEMOLITION PLAN

146 FAD103 1289906 46890 LEVEL 2 -MECHANICAL BASEMENT FLOOR FIRE ALARM

-DEMOLITION PLAN

147 FAD104 1289907 46891 LEVEL 1 -BASEMENT FLOOR FIRE ALARM -DEMOLITION PLAN

148 FAD105 1289908 46892 1ST FLOOR FIRE ALARM -DEMOLITION PLAN

149 FAD106 1289909 46893 2ND FLOOR FIRE ALARM -DEMOLITION PLAN

150 FAD107 1289910 46894 3RD FLOOR FIRE ALARM -DEMOLITION PLAN

151 FAD108 1289911 46895 4TH FLOOR FIRE ALARM -DEMOLITION PLAN

152 FAD109 1289912 46896 PENTHOUSE AND ROOF FIRE ALARM -DEMOLITION PLAN

153 FA-101 1289913 46897 P1-GARAGE FIRE ALARM

154 FA-102 1289914 46898 P2-GARAGE FIRE ALARM

155 FA-103A 1289915 46899 LEVEL 2 -MECHANICAL BASEMENT FLOOR FIRE ALARM -PART A

156 FA-103B 1289916 46900 LEVEL 2 -MECHANICAL BASEMENT FLOOR FIRE ALARM -PART B

157 FA-104A 1289917 46901 LEVEL 1 -BASEMENT FLOOR FIRE ALARM -PART A

158 FA-104B 1289918 46902 LEVEL 1 -BASEMENT FLOOR FIRE ALARM -PART B

159 FA-105A 1289919 46903 1ST FLOOR FIRE ALARM -PART A

160 FA-105B 1289920 46904 1ST FLOOR FIRE ALARM -PART B

161 FA-106A 1289921 46905 2ND FLOOR FIRE ALARM -PART A

162 FA-106B 1289922 46906 2ND FLOOR FIRE ALARM -PART B

163 FA-107A 1289923 46907 3RD FLOOR FIRE ALARM -PART A

164 FA-107B 1289924 46908 3RD FLOOR FIRE ALARM -PART B

165 FA-108A 1289925 46909 4TH FLOOR FIRE ALARM -PART A

166 FA-108B 1289926 46910 4TH FLOOR FIRE ALARM -PART B

167 FA-109A 1289927 46911 PENTHOUSE AND ROOF FIRE ALARM -PART A

168 FA-109B 1289928 46912 PENTHOUSE AND ROOF FIRE ALARM -PART B

169 FA-501 1289929 46913 FIRE ALARM DETAILS

FIRE PROTECTION

170 FP-001 1289930 46914 FIRE PROTECTION LEAD SHEET

171 FP-002 1289931 46915 FIRE PROTECTION ONE LINE DIAGRAM

DOCUMENT 00 01 15 Page 6

172 FPD101 1289932 46916 P1-GARAGE FIRE PROTECTION -DEMOLITION PLAN

173 FPD102 1289933 46917 P2-GARAGE FIRE PROTECTION -DEMOLITION PLAN

174 FPD103 1289934 46918 LEVEL 2 -MECHANICAL BASEMENT FLOOR FIRE PROTECTION

-DEMOLITION PLAN

175 FPD104 1289935 46919 LEVEL 1 -BASEMENT FLOOR FIRE PROTECTION -DEMOLITION

PLAN

176 FPD105 1289936 46920 1ST FLOOR FIRE PROTECTION -DEMOLITION PLAN

177 FPD106 1289937 46921 2ND FLOOR THROUGH PENTHOUSE ROOF FIRE PROTECTION

-DEMOLITION PLAN

178 FP-101 1289938 46922 P1-GARAGE FIRE PROTECTION

179 FP-102 1289939 46923 P2-GARAGE FIRE PROTECTION

180 FP-103A 1289940 46924 LEVEL 2 -MECHANICAL BASEMENT FLOOR FIRE PROTECTION

-PART A

181 FP-103B 1289941 46925 LEVEL 2 -MECHANICAL BASEMENT FLOOR FIRE PROTECTION

-PART B

182 FP-104A 1289942 46926 LEVEL 1 -BASEMENT FLOOR FIRE PROTECTION -PART A

183 FP-104B 1289943 46927 LEVEL 1 -BASEMENT FLOOR FIRE PROTECTION -PART B

184 FP-105A 1289944 46928 1ST FLOOR FIRE PROTECTION -PART A

185 FP-105B 1289945 46929 1ST FLOOR FIRE PROTECTION -PART B

186 FP-106A 1289946 46930 2ND FLOOR FIRE PROTECTION -PART A

187 FP-106B 1289947 46931 2ND FLOOR FIRE PROTECTION -PART B

188 FP-107A 1289948 46932 3RD FLOOR FIRE PROTECTION -PART A

189 FP-107B 1289949 46933 3RD FLOOR FIRE PROTECTION -PART B

190 FP-108A 1289950 46934 4TH FLOOR FIRE PROTECTION -PART A

191 FP-108B 1289951 46935 4TH FLOOR FIRE PROTECTION -PART B

192 FP-109A 1289952 46936 PENTHOUSE AND ROOF FIRE PROTECTION -PART A

193 FP-109B 1289953 46937 PENTHOUSE AND ROOF FIRE PROTECTION -PART B

194 FP-401 1289954 46938 FIRE PROTECTION BUILDING SECTIONS

195 FP-501 1289955 46939 FIRE PROTECTION DETAILS

PLUMBING

196 P-001 1289956 46940 PLUMBING LEGEND

197 PD101 1289957 46941 MECHANICAL BASEMENT FLOOR DEMOLITION PLAN

198 PD102 1289958 46942 BASEMENT FLOOR DEMOLITION PLAN

199 PD103 1289959 46943 1ST FLOOR DEMOLITION PLAN

200 PD104 1289960 46944 2ND FLOOR DEMOLITION PLAN

201 PD105 1289961 46945 3RD FLOOR DEMOLITION PLAN

202 PD106 1289962 46946 4TH FLOOR DEMOLITION PLAN

DOCUMENT 00 01 15 Page 7

203 PD107 1289963 46947 PENTHOUSE FLOOR DEMOLITION PLAN

204 P-101 1289964 46948 MECHANICAL BASEMENT FLOOR CONSTRUCTION PLAN

205 P-102 1289965 46949 BASEMENT FLOOR CONSTRUCTION PLAN

206 P-103 1289966 46950 1ST FLOOR CONSTRUCTION PLAN

207 P-104 1289967 46951 2ND FLOOR CONSTRUCTION PLAN

208 P-105 1289968 46952 3RD FLOOR CONSTRUCTION PLAN

209 P-106 1289969 46953 4TH FLOOR CONSTRUCTION PLAN

210 P-107 1289970 46954 PENTHOUSE FLOOR CONSTRUCTION PLAN

211 P-501 1289971 46955 PLUMBING DETAILS I

212 P-502 1289972 46956 PLUMBING DETAILS II

213 P-503 1289973 46957 PLUMBING DETAILS III

214 P-601 1289974 46958 SCHEDULES

215 P-701 1289975 46959 SANITARY RISER DIAGRAMS

216 P-702 1289976 46960 WATER RISER DIAGRAMS

MECHANICAL

217 M-001 1289977 46961 ABBREVIATIONS

218 M-002 1289978 46962 SYMBOLS & NOTES

219 MD101 1289979 46963 MECHANICAL BASEMENT FLOOR DUCTWORK DEMOLITION PLAN

220 MD102 1289980 46964 BASEMENT FLOOR DUCTWORK DEMOLITION PLAN

221 MD103 1289981 46965 1ST FLOOR DUCTWORK DEMOLITION PLAN

222 MD104 1289982 46966 2ND FLOOR DUCTWORK DEMOLITION PLAN

223 MD105 1289983 46967 3RD FLOOR DUCTWORK DEMOLITION PLAN

224 MD106 1289984 46968 4TH FLOOR DUCTWORK DEMOLITION PLAN

225 MD107 1289985 46969 PENTHOUSE FLOOR DEMOLITION PLAN

226 MD111 1289986 46970 MECHANICAL BASEMENT FLOOR PIPING DEMOLITION PLAN

227 MD112 1289987 46971 BASEMENT FLOOR PIPING DEMOLITION PLAN

228 MD113 1289988 46972 1ST FLOOR PIPING DEMOLITION PLAN

229 MD114 1289989 46973 2ND FLOOR PIPING DEMOLITION PLAN

230 MD115 1289990 46974 3RD FLOOR PIPING DEMOLITION PLAN

231 MD116 1289991 46975 4TH FLOOR PIPING DEMOLITION PLAN

232 M-101 1289992 46976 MECHANICAL BASEMENT FLOOR DUCTWORK CONSTRUCTION PLAN

233 M-102 1289993 46977 BASEMENT FLOOR DUCTWORK CONSTRUCTION PLAN

DOCUMENT 00 01 15 Page 8

234 M-103 1289994 46978 1ST FLOOR DUCTWORK CONSTRUCTION PLAN

235 M-104 1289995 46979 2ND FLOOR DUCTWORK CONSTRUCTION PLAN

236 M-105 1289996 46980 3RD FLOOR DUCTWORK CONSTRUCTION PLAN

237 M-106 1289997 46981 4TH FLOOR DUCTWORK CONSTRUCTION PLAN

238 M-107 1289998 46982 PENTHOUSE FLOOR CONSTRUCTION PLAN

239 M-108 1289999 46983 ENLARGED PENTHOUSE CONSTRUCTION PLANS

240 M-111 1290000 46984 MECHANICAL BASEMENT FLOOR PIPING CONSTRUCTION PLAN

241 M-112 1290001 46985 BASEMENT FLOOR PIPING CONSTRUCTION PLAN

242 M-113 1290002 46986 1ST FLOOR PIPING CONSTRUCTION PLAN

243 M-114 1290003 46987 2ND FLOOR PIPING CONSTRUCTION PLAN

244 M-115 1290004 46988 3RD FLOOR PIPING CONSTRUCTION PLAN

245 M-116 1290005 46989 4TH FLOOR PIPING CONSTRUCTION PLAN

246 M-401 1290006 46990 ENLARGED MECHANICAL ROOM DEMOLITION PLAN

247 M-402 1290007 46991 ENLARGED MECHANICAL ROOM CONSTRUCTION PLAN

248 M-403 1290008 46992 ENLARGED 1ST FLOOR NORTH PLANS CONSTRUCTION

249 M-404 1290009 46993 ENLARGED 1ST FLOOR SOUTH PLANS CONSTRUCTION

250 M-501 1290010 46994 DETAILS

251 M-502 1290011 46995 DETAILS

252 M-503 1290012 46996 DETAILS

253 M-504 1290013 46997 DETAILS

254 M-505 1290014 46998 DETAILS

255 M-506 1290015 46999 DETAILS

256 M-507 1290016 47000 DETAILS

257 M-508 1290017 47001 DETAILS

258 M-509 1290018 47002 DETAILS

259 M-601 1290019 47003 SCHEDULES

260 M-602 1290020 47004 SCHEDULES

261 M-603 1290021 47005 SCHEDULES

262 M-604 1290022 47006 SCHEDULES

263 M-605 1290023 47007 SCHEDULES

264 M-701 1290024 47008 DOAS CONTROL DIAGRAM

265 M-702 1290025 47009 CONTROL DIAGRAMS

DOCUMENT 00 01 15 Page 9

266 M-703 1290026 47010 CONTROL DIAGRAM

267 M-704 1290027 47011 CONTROL DIAGRAMS

268 M-705 1290028 47012 CONTROL DIAGRAMS

269 M-801 1290029 47013 EXISTING RISERS - AIR SIDE

270 M-802 1290030 47014 DEMOLITION RISERS - AIR SIDE

271 M-803 1290031 47015 NEW CONSTRUCTION RISERS - AIR SIDE PHASE 1

272 M-803A 1290032 47016 WINTER CHILLER RISER DIAGRAM

273 M-804 1290033 47017 EXISTING PIPING - MECH ROOM

274 M-805 1290034 47018 DEMOLITION RISER DIAGRAM

275 M-806 1290035 47019 NEW CONSTRUCTION RISERS - MECH ROOM

276 M-807 1290036 47020 EXISTING RISER DIAGRAM - WATER SIDE

277 M-808 1290037 47021 DEMOLITION RISER DIAGRAM - WATER SIDE

278 M-809 1290038 47022 NEW RISERS - WATER SIDE

ELECTRICAL

279 E-001 1290039 47023 SYMBOL LEGEND AND NOTES

280 ED101 1290040 47024 MECHANICAL BASEMENT FLOOR DEMOLITION PLAN

281 ED102 1290041 47025 BASEMENT FLOOR DEMOLITION PLAN

282 ED103 1290042 47026 1ST FLOOR DEMOLITION PLAN

283 ED104 1290043 47027 2ND FLOOR DEMOLITION PLAN

284 ED105 1290044 47028 3RD FLOOR DEMOLITION PLAN

285 ED106 1290045 47029 4TH FLOOR DEMOLITION PLAN

286 ED107 1290046 47030 PENTHOUSE FLOOR DEMOLITION PLAN

287 EL101 1290047 47031 MECHANICAL BASEMENT FLOOR LIGHTING PLAN

288 EL102 1290048 47032 BASEMENT FLOOR LIGHTING PLAN

289 EL103 1290049 47033 1ST FLOOR LIGHTING PLAN

290 EL104 1290050 47034 2ND FLOOR LIGHTING PLAN

291 EL105 1290051 47035 3RD FLOOR LIGHTING PLAN

292 EL106 1290052 47036 4TH FLOOR LIGHTING PLAN

293 EL107 1290053 47037 PENTHOUSE FLOOR LIGHTING PLAN

294 EP101 1290054 47038 MECHANICAL BASEMENT FLOOR POWER PLAN

295 EP102 1290055 47039 BASEMENT FLOOR POWER PLAN

296 EP103 1290056 47040 1ST FLOOR POWER PLAN

DOCUMENT 00 01 15 Page 10

297 EP104 1290057 47041 2ND FLOOR POWER PLAN

298 EP105 1290058 47042 3RD FLOOR POWER PLAN

299 EP106 1290059 47043 4TH FLOOR POWER PLAN

300 EP107 1290060 47044 PENTHOUSE FLOOR POWER PLAN

301 E-501 1290061 47045 ELECTRICAL DETAILS

302 E-502 1290062 47046 ELECTRICAL DETAILS

303 E-503 1290063 47047 HANGING DETAILS

304 EL501 1290064 47048 LIGHTING DETAILS

305 EL601 1290065 47049 LIGHTING SCHEDULES

306 EP600 1290066 47050 DEMOLITION POWER RISER DIAGRAM

307 EP601 1290067 47051 POWER RISER DIAGRAM

308 EP602 1290068 47052 POWER SCHEDULES

309 EP603 1290069 47053 ELECTRICAL PANEL SCHEDULES

310 EP604 1290070 47054 ELECTRICAL PANEL SCHEDULES

311 EP605 1290071 47055 ELECTRICAL PANEL SCHEDULES

312 EP606 1290072 47056 ELECTRICAL PANEL SCHEDULES

313 EP607 1290073 47057 ELECTRICAL PANEL SCHEDULES

314 EP608 1290074 47058 ELECTRICAL PANEL SCHEDULES

315 EP609 1290075 47059 ELECTRICAL PANEL SCHEDULES

316 EP610 1290076 47060 EQUIPMENT SCHEDULE I

317 EP611 1290077 47061 EQUIPMENT SCHEDULE II

318 EP612 1290078 47062 EQUIPMENT SCHEDULE III

319 ET001 1290079 47063 TELECOMMUNICATIONS LEGEND

320 ET101 1290080 47064 MECHANICAL BASEMENT FLOOR TELECOMMUNICATIONS PLAN

321 ET102 1290081 47065 BASEMENT FLOOR TELECOMMUNICATIONS PLAN

322 ET103 1290082 47066 1ST FLOOR TELECOMMUNICATIONS PLAN

323 ET104 1290083 47067 2ND FLOOR TELECOMMUNICATIONS PLAN

324 ET105 1290084 47068 3RD FLOOR TELECOMMUNICATIONS PLAN

325 ET106 1290085 47069 4TH FLOOR AND PENTHOUSE TELECOMMUNICATIONS PLAN

326 ETC102 1290086 47070 BASEMENT FLOOR CABLE TRAY PLAN

327 ETC103 1290087 47071 1ST FLOOR CABLE TRAY PLAN

328 ETC104 1290088 47072 2ND FLOOR CABLE TRAY PLAN

DOCUMENT 00 01 15 Page 11

329 ETC105 1290089 47073 3RD FLOOR CABLE TRAY PLAN

330 ETC106 1290090 47074 4TH FLOOR CABLE TRAY PLAN

331 ETS101 1290091 47075 MECHANICAL BASEMENT FLOOR SECURITY PLAN

332 ETS102 1290092 47076 BASEMENT FLOOR SECURITY PLAN

333 ETS103 1290093 47077 1ST FLOOR SECURITY PLAN

334 ETS104 1290094 47078 2ND FLOOR SECURITY PLAN

335 ETS105 1290095 47079 3RD FLOOR SECURITY PLAN

336 ETS106 1290096 47080 4TH FLOOR SECURITY PLAN

337 ETS107 1290097 47081 PENTHOUSE FLOOR SECURITY PLAN

338 ET401 1290098 47082 TELECOMMUNICATIONS PART PLANS

339 ET402 1290099 47083 TELECOMMUNICATIONS PART PLANS

340 ET403 1290100 47084 TELECOMMUNICATIONS PART PLANS

341 ET501 1290101 47085 TELECOMMUNICATIONS DETAILS

342 ET502 1290102 47086 TELECOMMUNICATIONS DETAILS

343 ET601 1290103 47087 TELECOMMUNICATIONS RISER DIAGRAM

344 ETS601 1290104 47088 ELECTRIFIED DOOR AND SECURITY DIAGRAM

345 TS001 1290105 47089 HVAC NETWORK BOUNDARY

346 TS002 1290106 47090 HVAC RISER DIAGRAM

1.3 NAVSTA-Newport - Soil Management Plan

This plan is part of this Contract and the recommendations and directives of the Soil Management Plan must implemented by the Contractor.

In addition to testing for all constituents in Table 1, Direct Exposure Criteria as described in the Naval Station Newport Soil Management Plan, DOCUMENT 00 01 15 Page 12 the contractor shall also test for total petroleum hydrocarbons (TPH) and asbestos. This applies to both imported fill proposed for use on the project as well as surplus soil and unsuitable soil to be disposed of off US Navy property.

The Soil Management Plan (SMP) has been prepared to establish procedures that will be followed should future construction, demolition or maintenance activities at the Naval Station Newport (NAVSTA) require the need to manage disturbed or excavated soil.

The plan cannot be used to manage soils on Navy Installation Restoration (IR) sites, soils with known contamination, such as PCBs, asbestos, or mercury, soils regulated by the State of RI with contamination other than arsenic, and on property leased to private entities.

a. Copy of Soil Management Plan follows this Specification Section

-- End of Document --

DOCUMENT 00 01 15 Page 13

DOCUMENT 00 01 15 Page 14

Soil Management Plan

Naval Station Newport, Newport, RI

This Soil Management Plan (SMP) has been prepared to establish procedures that will be followed should future construction, demolition or maintenance activities at the Naval Station Newport (NAYSTA) require the need to manage disturbed or excavated soil. The plan cannot be used to manage soils on Navy Installation Restoration (IR) sites, soils with known contamination, such as PCBs, asbestos, or mercury, soils regulated by the State of RI with contamination other than arsenic, and on propelty leased to private entities (e.g .

pri vatized Housing) .

Background

The property, located in Newport, RI, was established in 1869 with the construction of a torpedo station. The Navy War College was added in 1884 and the site was used for sailor training and housing and fueling facilities during World War II. Post WWII the property footprint and training activities were reduced while research and development efforts were increased . The soils on the property were found to contain arsenic that exceeds regulatory levels during a property-wide site investigation that included the collection and analysis of more than 1000 soil samples These soils must be removed and disposed of, or covered with Department (i.e. State of Rhode Island Department of Environmental Management) approved engineered controls, consisting of building foundations, asphalt pavement, and landscaping and environmental land use controls (ELUR) in order to prevent direct exposure to regulated soils.

Applicable Area

This SMP, and affiliated ELUR (when applicable), restricts the property to industrial or commercial usage, and pertains to the entire property. See attached site figure.

Soil Management

The direct exposure pathway is the primary concern at the site. Individuals engaged in activities at the site may be exposed through incidental ingestion, dermal contact, or inhalation of entrained soil particles if proper precautions are not taken. Therefore, the following procedures will be followed to minimize the potential of exposure.

During site work, the appropriate precautions will be taken to restrict unauthorized access to the property.

During all site/earth work, dust suppression (i.e. watering) techniques must be employed at all times. In the event that an unexpected observation or situation arises during site work, such activities will immediately stop (such as olfactory or visual evidence of waste material or contamination, PCB contamination or asbestos debris disposal). Workers will not attempt to handle the situation themselves but will contact the appropriate authority for fUlther direction.

REPAIR CONOLLY HALL - NWC ; BLDG 686 CHI S 1691406

Soil Management Plan - Pg. 1

If excess soil is generated /excavated from the property, the soil is to remain on-site for analytical testing, to be performed by an environmental professional, in order to determine the appropriate disposal and/or management options. The soil must be placed on and covered with polyethylene/plastic sheeting during the entire duration of its staging and secured with appropriate controls to limit the loss of the cover and protect against storm-water and/or wind erosion (i .e. hay bales, silt fencing, rocks, etc).

Excavated soils will be staged and temporarily stored in a designated area of the property.

Within reason, the storage location will be selected to limit the unauthorized access to the materials (i.e. away from public roadways/walkways). No soil will be stockpiled on-site for greater than 60 days without prior Department approval.

Soils excavated from the site may not be re-used as fill on residential property.

Excavated fill material shall not be re-used as fill on commercial or industrial properties unless it meets the Department's Method 1 Residential Direct Exposure Criteria for all constituents listed in Table 1 of the Rules and Regulations for the Investigation and Remediation of Hazardous Material Releases (Remediation Regulations) .

Excavated soil to be reused on non-Navy commercial or industrial properties must be sampled and analyzed, by a qualified environmental professional, at a frequency of one sample per 500 tons for all constituents in Table 1. Copies of the laboratory analysis results shall be maintained by the site owner and included in the annual inspection report for the site, or the closure report if applicable. In the event that the soil does not meet any of these criteria, the material must be properly managed and disposed of off site at a licensed facility.

Site soils, which are to be disposed of off-site (and not reused off-site), must be done so at a licensed facility in accordance with all local, state, and federal laws. Copies of the material shipping records associated with the disposal of the material shall be maintained by the site owner and included in the annual inspection report for the site.

Best soil management practices should be employed at all times and regulated soils should be segregated into separate piles (or cells or containers) as appropriate based upon the results of analytical testing, when mUltiple reuse options are planned (i.e. reuse on site, reuse at a Department approved industrial/commercial property, or disposal at a Department approved licensed facility) .

All non-disposable equipment used during the soil disturbance activities will be properly decontaminated as appropriate prior to removal from the site. All disposable equipment used during the soil disturbance activities will be properly containerized and disposed of following completion of the work. All vehicles utilized during the work shall be properly decontaminated as appropriate prior to leaving the site.

At the completion of site work, all exposed soils that remain on the site (i.e. have not been removed to licensed disposal facility) are required to be recapped with Department approved engineered controls (i.e. 2 feet of clean fill or equivalent; building foundations;

4 inches of pavement/concrete underlain with 6 inches of clean fill; and/or 1 foot of clean

REPAIR CONOLLY HALL - NWC ; BLDG 686 CHI S 1691406

Soil Management Plan - Pg. 2 fill underlain with a geotextile liner) consistent or better than the site surface conditions prior to the work that took place. These measures must also be consistent with the Department approved ELUR recorded on the property. Any clean fill material brought on site is required to meet the Department's Method I Residential Direct Exposure Criteria or be designated by an Environmental Professional as Non-Jurisdictional under the Remediation Regulations. The Annual Inspection Report for the site, or Closure Report if applicable, should include either analytical sampling results from the fill demonstrating compliance or alternatively include written certification by an Environmental Professional that the fill is not jurisdictional.

Worker Health and Safety

To ensure the health and safety of on-site workers, persons involved in the excavation and handling of the material on site are required to wear a minimum of Level D personal protection equipment, including gloves, work boots and eye protection. Workers are also required to wash their hands with soap and water prior to eating, drinking, smoking, or leaving the site.

Department Approval

In accordance with the Departments ' requirements, no soil at the property is to be disturbed after an engineering control has been implemented in any manner without prior written permission of the Department's Office of Waste Management, except for minor inspections, maintenance, and landscaping activities that do not disturb the contaminated soil that is left in place.

As patt of the notification process, the Navy shall publish a notice, annually in the Newport Daily News that indicates that soil contain arsenic above the Department's Method 1 Direct Exposure Criteria, that soil work is planned on the property, and that individuals will be notified if work is to be done adjacent to privately-owned property.

In addition, the Navy will prepare an annual report to be submitted to the Department that summarizes construction work done on the property were soil was removed and inspections of sites on the property were soils with arsenic have been left in place and land use restrictions have been applied.

For soil that is removed, the report will identify the location, quantity, and ultimate destination. For sites with land use restrictions the inspections will include the location of the site and certification that the engineering controls remain in place.

-)--'av=-)id-D---=~-rocZ~P=E'--:U--==---<"""''''''Y=::::-=---~I~u----' Environmental Division Director Chief of Office of Waste Management Naval Station Newport Department of Environmental Management

REPAIR CONOLLY HALL - NWC ; BLDG 686 CHI S 1691406

Soil Management Plan - Pg. 3

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REPAIR CONOLLY HALL - NWC ; BLDG 686 CHI S 1691406

Soil Management Plan - Pg. 4

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 BACKGROUND

The Conolly Hall Building 686, NWC, located on the NAVSTA Newport, RI campus, is a seven level structure constructed in 1974 and is comprised of 2 parking levels (P-1, P-2), 4 levels of classroom, multi-function and administrative use and MEP/Penthouse/Roof.

The modular buildings are required to support Package 1 B686 Conolly Hall Upgrades during construction. The project scope of work is to provide and install modular buildings, and all required site demolition, utilities scope of work, and storm water management construction, for the duration of construction contract for scope of work noted in Package 1 - B686 Conolly Hall Upgrades.

a. Package 1 B686 Conolly Hall Upgrades- The work is located on the NAVSTA-Newport campus, US Naval War College, Conolly Hall, 686 Cushing Road, Newport, RI 02841-1207.

b. Package 2 Modular Buildings - The work is located on the NAVSTA-Newport campus, US Naval War College, Sims Hall, North and East Parking Lots, Newport, RI 02841-1207

1.2 WORK COVERED BY CONTRACT DOCUMENTS

The scope of work for this construction solicitation is prepared in two packages, awarded under one construction contract. The contractor is responsible for providing scope of work noted in both packages:

a. Package 1: NWC B686 Conolly Hall Upgrades

b. Package 2: NWC Modular Buildings to support B686 Conolly Hall

Package 2 Modular Buildings - scope of work is required to be ready for occupancy, accepted as Substantially Complete (Beneficial Occupancy Date) by the Contracting Officer prior to start of mobilization and demolition of Package 1 B686 Conolly Hall Upgrades.

SUBMI SSI ON OF THE MODULAR BUI LDI NG SUBMI TTAL I S CRI TI CAL AND SHALL BE

SUBMI TTED TO THE GOVERNMENT WI THI N 30 DAYS AFTER AWARD. THE CONTRACTOR

SHALL PROVI DE A COMPLETE PACKAGE WI TH ALL REQUI RED I TEMS AND ATTACH A

GOVERNMENT FURNI SHED TRANSMI TTAL SHEET.

Beneficial Occupancy Date (BOD) means that All work is 100% complete including all punchlist items complete and accepted by the Contracting Officer. The Contracting Officer will establish BOD when the Fire Protection System has been accepted by the NAVFAC Fire Protection Engineer, the HVAC system (including all DDC controls) have been accepted by the NAVFAC Mechanical Engineer, the IT systems have been accepted by the Naval War College CIO (IT Systems Manager), the Electronic Security Systems (ESS) that includes Intrusion Detection System and Access Control

SECTION 01 11 00 Page 1

System is accepted by the Naval War College Security Department and when all other work on the project not included in the previously mentioned elements of work, is accepted by the Contracting Officer.

SUBMI SSI ON OF THE TRANSFORMER ( Gover nment f ur ni shed/ cont r act or i nst al l ed) , SWI TCHBOARD, GENERATOR AND OTHER LONG LEAD TI ME SUBMI TTALS I S CRI TI CAL AND

SHALL BE SUBMI TTED TO THE GOVERNMENT WI THI N 30 DAYS AFTER AWARD. THE

CONTRACTOR SHALL PROVI DE A COMPLETE PACKAGE WI TH ALL REQUI RED I TEMS AND

ATTACH A GOVERNMENT FURNI SHED TRANSMI TTAL SHEET.

Demobilization of Modular Buildings may not occur until Package 1 B686 Conolly hall Upgrades is ready for occupancy, accepted as Substantially Complete (Beneficial Occupancy Date set by the Contracting Officer).

Beneficial Occupancy Date (BOD) means that All work is 100% complete including all punchlist items complete and accepted by the Contracting Officer. The Contracting Officer will establish BOD (Beneficial Occupancy Date) when the Fire Protection System has been accepted by the NAVFAC Fire Protection System, the HVAC system (including all DDC controls) have been accepted by the NAVFAC Mechanical Engineer, the IT systems have been accepted by the Naval War College CIO (IT Systems Manager the Electronic Security Systems (ESS) that includes Intrusion Detection System and Access Control System is accepted by the Naval War College Security Department, the elevators are accepted & certified by the NAVFAC Elevator Inspector and when all other work on the project not included in the previously mentioned elements of work, is accepted by the Contracting Officer.

1.3 CONTRACTOR PROPOSALS

Contractor bid proposal prices for Option 1 shall be maintained and valid through 3 January 2025.

If Option 1 is awarded/exercised, no additional time will be provided for the work in Option 1 and the Contract Completion Date remains the same.

1.4 PROJECT PHASING / MILESTONE DATES (all dates subject to change)

Phase I: All work described in Package 2 Modular Buildings:

Date of Award to 31 March 2025

Phase II: After BOD of Modular Buildings, Move furniture and equipment from NWC to Modular Buildings:

1 April 2025 to 30 June 2025

Phase III: All work described in Package 1 to renovate Conolly Hall:

1 July 2025 to 31 March 2027

Phase IV: After BOD of Conolly Hall, move furniture and equipment from modular buildings back into NWC:

1 April 2027 to 30 July 2027

Phase V: After all modular buildings have been vacated and all furniture moved out, disassemble & remove modular buildings and restore modular building site to its original condition:

1 August 2027 to 30 September 2027

Pl anned Cont r act Compl et i on Dat e ( CCD) i s 30 Sept ember 2027.

Note: No on-site work shall be performed for either Bldg 686 Conolly Hall (work described in package 1) or the Modular Buildings (work described in

SECTION 01 11 00 Page 2 package 2) during the periods of September 15 -19 2025, and September 13 - 17, 2027 (dates subject to change).

The NWC is hosting the Chief of Naval Operations International Seapower Symposium (ISS). The Contractor is responsible for preparing all the project worksites in a safe and presentable manner prior to 12 September 2025 and 10 September 2027.

The Contractor is responsible and required to relocate all construction items from exteriors and laydown area along B686 Conolly Hall to a limited laydown area in the eastern half of the gravel parking lot to the north of B991 Hewitt Hall during these times of no construction work.

The exterior areas along B686 Conolly Hall will be turned over for Government use during this exclusionary work period. This period of exclusionary work shall be listed in the project schedule and show no work being performed. The limited laydown area must be vacated and turned back to government, in same condition as received, no later than September 26, 2025, or upon Contracting Office Rep and NWC determination. All dates subject to change.

The construction schedule shall reflect the project phasing/milestone dates and the two exclusionary work periods described above.

1.4.1 Package 1 BASE BID :

The project scope of work is to repair and renovate 80,000SF of the basement level and all upper levels of the building interiors. The project scope of the work is to provide upgrades to 60,000 SF of lower parking levels life safety & fire protection systems and lighting.

Repairs and renovations to the building include full demolition of all interiors, to face of existing exterior wall including hazardous material abatement and incidental related work, all new interior floor plan layout with architectural upgrades and finishes, new mechanical, electrical, plumbing and toilet rooms, life safety, fire alarm & protection systems, and physical and cyber security systems to meet current building codes.

The project requires Contractor sponsored Commissioning, Acceptance Testing, Building Envelope Acceptance/Testing and Third Party Certifications - refer to all specifications.

Package 1 NWC B686 Conolly Hall Upgrades OPTION 1:

(1) The project scope of work is to replace in-kind exterior window systems and exterior door and frames including hazardous material abatement and incidental related work.

The base bid includes the contractor to provide professional movers to remove all furniture, fixtures, equipment and boxed items located at NWC Conolly Hall and move all items into the modular buildings constructed under package 2 or into a storage facility located onboard Naval Station Newport. The Naval War College will tag all furniture, fixtures, equipment to identify whether the furniture, fixtures, equipment is being relocated to the modular buildings or if the furniture fixtures, equipment will be placed in storage onboard Naval Station Newport. There will also be some items the Naval War College will tag for removal and disposal.

The professional movers will be responsible for the following:

SECTION 01 11 00 Page 3

a. Disassembling and preparing all furniture, fixtures and equipment to be moved into the modular buildings

b. Moving the furniture, fixtures and equipment into either the modular buildings or storage onboard Naval Station Newport

c. Re-assembling and setting up furniture, fixtures and equipment in the new spaces of the modular buildings.

Any damages caused by the movers shall be repaired, corrected or replaced by the contractor at no additional cost to the Government.

1.4.2 Package 2 NWC Modular Buildings BASE BID:

Modular buildings are required to support Package 1 B686 Conolly Hall Upgrades during construction. This scope of work is required to be ready for occupancy, and accepted as Substantially Complete (Beneficial Occupancy Date), by the Contracting Officer, (see paragraph 1.2 for definition of BOD for modular buildings) prior to start of mobilization and demolition of scope of work noted in Package 1- B686 Conolly Hall Upgrades.

1.4.2.1 Modular Buildings Installation

The scope of work includes mobilization and demobilization, only after the scope of work noted in Package 1 B686 Conolly Hall Upgrades has been accepted as Substantially Complete (Beneficial Occupancy Date) by the Contracting Officer.

a. The project scope of work is to provide and install modular buildings, and all required site demolition, utilities scope of work, and storm water management construction, for the duration of construction contract for scope of work noted in Package 1 - B686 Conolly Hall Upgrades.

b. In the existing eastern parking lot, the scope of work includes providing and installing three additional one-story modular buildings, each about 2,800 SF to hold 2 classrooms and offices. Each are served by a proposed adjacent handicapped parking lot.

c. The modular building are proposed to be located in existing northern and eastern parking lot areas around B29 Sims Hall, NWC. The northern one-story modular building is about 14,500 SF and holds 14 classrooms with proposed adjacent handicapped parking lot and building accessibility.

Modular Building Components

The modular buildings' exteriors are to be constructed of vinyl siding with 4" reveal, and vertical vinyl siding skirt, and soffit. The roofs are to be constructed of low-sloped membrane.

(1) The scope of work includes providing each modular building with all required utilities, and storm water management construction.

(2) All underground utilities must be verified by means of the contractor's independent private third party utility locating company prior to start of work.

(3) All site work must follow NAVSTA Newport Soil Management Plan.

SECTION 01 11 00 Page 4

1.4.2.2 Modular Building Installation - Existing Conditions

a. The existing East Parking Lot scheduled for Modular Buildings installation contains solid bedrock approximately two feet below grade. Refer to existing boring logs. The Contractor shall take solid bedrock into account when constructing all required Modular Buildings footings and underground utilities as noted in the contract documents.

b. The contractor must provide all construction schedules, construction phasing plan, and construction site plans per the contract documents to NAVFAC Contracting Officer and no work may begin without prior approval of all required construction plans from NAVFAC Contracting Officer and NWC.

c. The Contractor must provide all required means to maintain and provide repairs as needed as associated with Modular Building fabrication and installation throughout the duration of the contract.

1.4.2.3 Modular Building Demobilization

Upon Substantial Completion and BOD of Package 1 Conolly Hall Upgrades, (see paragraph 1.2 for definition of BOD for Bldg 686 Conolly Hall), the contractor must decommission and demobilize Package 2 Modular Buildings, including construction site demolition to one foot below grade. All work to follow the Naval Station Newport Soil Management Plan. The site must be turned over to NAVFAC Contracting Officer in original condition, (paved at east site, gravel lot north site) prepared and ready for future follow-on parking lot project.

1.5 SUBMITTALS

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

SD-01 Preconstruction Submittals

Salvage Plan; G, DOR

Move Plan; G

SD-05…