Att. K) Drawings Volume 1a.pdf
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- Solicitation number
- N6247026R0012
About this file
This document is a detailed architectural and structural drawing set for Building 60 repairs at the Portsmouth Naval Shipyard in Kittery, Maine. The comprehensive set includes multiple volumes covering hazardous materials, civil engineering, structural design, and protection plans for a significant renovation project. The drawings outline extensive structural modifications, including removal and replacement of existing steel framing, concrete slabs, mezzanine structures, roof elements, and foundation components across multiple building levels.
Key technical aspects include installing new steel framing for mezzanine levels, micropile foundation reinforcement, structural protection and fireproofing, hazardous materials management, and comprehensive architectural renovations. The project involves complex structural interventions with specific attention to historic preservation requirements, tidal environment considerations, and maintaining building functionality during construction. The drawing set provides detailed plans for structural modifications, fire protection systems, elevator installation, and comprehensive building envelope repairs, with a final submission date of October 1, 2025, and is part of a larger naval facilities engineering project at the Portsmouth Naval Shipyard.
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236103
1B
KITTERY
PORTSMOUTH
U.S.NAVAL
ACTIVITIES
PORTSMOUTH
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KITTERY, ME
PORTSMOUTH
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PROJECT LOCATION:
BUILDING 60
SHIPYARD PLAN
NOT TO SCALE
BUILDING 46
CONTRACTOR VEHICLE
INSPECTION AREA
GATE #1
PASS OFFICE
BUILDING 59 PUBLIC
WORKS DEPARTMENT
BUILDING 13
BUILDING 86A
GATE #2
JAMAICA ISLAND PARKING LOT
(CONTRACTOR EMPLOYEE
PARKING)
B60 REPAIRS
(DBB)
VOLUME 1
PORTSMOUTH NAVAL SHIPYARD
KITTERY, ME
SATISFACTORY TO DATE
APPROVED
FOR COMMANDER NAVFAC
SEAL
A
B
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D
1 2 3 4 5
1 2 3 4 5
A
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SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
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EPROJECT NO.:
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DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
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T. CARLETON
L. LYONS
S. RUCINSKI
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SIGNATURE DATE PROFESSIONAL SEAL
HAVING PARTICIPATED IN THE DESIGN OF EPROJECT NO. 1740579, PORTSMOUTH NAVAL SHIPYARD, KITTERY MAINE, AND HAVING THOROUGHLY REVIEWED THE COMPLETED PROJECT DOCUMENTS, I
DECLARE THAT THE FACILITY DESIGN INCLUDED HEREIN COMPLIES WITH ALL APPLICABLE UNITED STATES
CODES AND LAWS.
10/01/2025 blend
SATISFACTORY TO DATE
APPROVED
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
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SHEET
NAVFAC DRAWING NO.
DESIGNER
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DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
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FIRE PROTECTION
N A
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LIST OF DRAWINGS 1 - VOLUME 1
SHEET NO. NAVFAC
DWG. NO.
PWD
DWG. NO.
SHEET TITLE
NO. SHEET
GENERAL
1 G-001A COVER SHEET - VOLUME 1
2 G-002A LIST OF DRAWINGS 1 - VOLUME 1
3 G-003A LIST OF DRAWINGS 2 - VOLUME 1
4 G-004A ABBREVIATIONS, LEGEND, AND GENERAL PROJECT NOTES - VOLUME 1
5 G-005 ARCHAEOLOGICAL CONSTRAINTS AND REQUIREMENTS PLAN
6 G-006 SITE CONSTRAINTS AND REQUIREMENTS PLAN
7 G-007 CONSTRUCTION SEQUENCE STRATEGY
8 G-008 OUTAGE SCHEDULE
9 G-009 OUTAGE SCHEDULE CONTINUED
10 G-010 CONSTRUCTION BARRIER DETAILS
11 G-100 CODE SUMMARY
12 G-101 FIRST FLOOR PART PLAN - EAST - LIFE SAFETY
13 G-102 FIRST FLOOR PART PLAN - WEST - LIFE SAFETY
14 G-103 FIRST FLOOR MEZZANINE - LIFE SAFETY
15 G-104 SECOND FLOOR - LIFE SAFETY
16 G-105 ATTIC - LIFE SAFETY
HAZARDOUS MATERIALS
17 HM001 HAZARDOUS MATERIALS NOTES
18 HM101 FIRST FLOOR HAZARDOUS MATERIALS PART PLAN - EAST
19 HM102 FIRST FLOOR HAZARDOUS MATERIALS PART PLAN - WEST
20 HM103 FIRST FLOOR MEZZANINE HAZARDOUS MATERIALS PLAN
21 HM104 SECOND FLOOR HAZARDOUS MATERIALS PLAN
22 HM105 SECOND FLOOR MEZZANINE HAZARDOUS MATERIALS PLAN
23 HM106 SECTION HAZARDOUS MATERIALS
24 HM601 FIRST FLOOR HAZARDOUS MATERIAL - SAMPLING KEYPLAN
25 HM602 SECOND FLOOR HAZARDOUS MATERIAL - SAMPLING KEYPLAN
26 HM603 HAZARDOUS MATERIALS SCHEDULES 1
27 HM604 HAZARDOUS MATERIALS SCHEDULES 2
CIVIL
28 C-001 CIVIL LEGEND, NOTES AND ABBREVIATIONS
29 CX101 SITE EXISTING CONDITIONS PLAN
30 CR101 SITE REMOVALS PLAN
31 CS101 SITE AND UTILITIES PLAN
32 CG101 GRADING, DRAINAGE AND EROSION CONTROL PLAN
33 C-201 UTILITY PROFILES 1
34 C-501 EROSION AND SEDIMENT CONTROL NOTES
35 C-502 SITE DETAILS 1
36 C-503 SITE DETAILS 2
37 C-504 SITE DETAILS 3
38 B-001 BORING LOGS 1
39 B-002 BORING LOGS 2
40 B-003 BORING LOGS 3
41 B-004 HISTORICAL RECORD BORING LOGS AND TEST PITS
42 B-005 ENVIRONMENTAL TEST RESULTS
STRUCTURAL
43 S-001 STRUCTURAL NOTES
44 S-002 STRUCTURAL DESIGN LOADS, GENERAL NOTES, AND ABBREVIATIONS
45 S-003 WALL AND ROOF COMPONENT AND CLADDING WIND PRESSURE DIAGRAMS
46 SD101 FOUNDATION REMOVALS PART PLAN - EAST
47 SD102 FOUNDATION REMOVALS PART PLAN - WEST
48 SD103 FIRST FLOOR MEZZANINE FRAMING REMOVALS PART PLAN - EAST
49 SD104 FIRST FLOOR MEZZANINE REMOVALS PART PLAN - WEST
50 SD105 ROOF FRAMING REMOVALS PART PLAN - EAST
51 SD106 SECOND FLOOR FRAMING REMOVALS PLAN
52 SD107 ROOFTOP EQUIPMENT PLATFORM FRAMING REMOVALS PART PLAN - EAST
53 SD108 SECOND FLOOR MEZZANINE FRAMING REMOVALS PLAN
54 SD109 CEILING FRAMING REMOVALS PART PLAN - WEST
55 SB101 FOUNDATION PART PLAN - EAST
56 SB102 FOUNDATION PART PLAN - WEST
57 SB401 NORTH MEZZANINE PILE CAP PLAN AND DETAILS
58 SB501 FOUNDATION DETAILS 1
59 SB502 FOUNDATION DETAILS 2
60 SB503 FOUNDATION DETAILS 3
61 SF101 FIRST FLOOR MEZZANINE FRAMING PART PLAN - EAST
62 SF102 FIRST FLOOR MEZZANINE FRAMING PART PLAN - WEST
63 SF103 SECOND FLOOR FRAMING PLAN
64 SF104 ROOFTOP EQUIPMENT PLATFORM FRAMING PART PLAN - EAST
65 SF105 SECOND FLOOR CEILING FRAMING PLAN
66 SF201 ELEVATOR MASONRY WALL ELEVATIONS
67 SF501 STRUCTURAL DETAILS 1
68 SF502 STRUCTURAL DETAILS 2
69 SF503 STRUCTURAL DETAILS 3
70 SF504 STRUCTURAL DETAILS 4
71 SF505 STRUCTURAL DETAILS 5
72 SF506 STRUCTURAL DETAILS 6
73 SF601 COLUMN AND CONNECTION SCHEDULES AND BASE PLATE DETAILS
74 SP101 STRUCTURAL PROTECTION PART PLAN AND DETAILS
SHEET NO. NAVFAC
DWG. NO.
PWD
DWG. NO.
SHEET TITLE
NO. SHEET
ARCHITECTURAL
75 AD101 FIRST FLOOR REMOVALS PART PLAN - EAST
76 AD102 FIRST FLOOR REMOVALS PART PLAN - WEST
77 AD103 FIRST FLOOR MEZZANINE REMOVALS PLAN
78 AD104 SECOND FLOOR REMOVALS PLAN
79 AD105 SECOND FLOOR MEZZANINE REMOVALS PLAN
80 AD120 ROOF REMOVALS PART PLAN - EAST
81 AD121 ROOF REMOVALS PART PLAN - WEST
82 AD201 EXTERIOR ELEVATION REMOVALS 1
83 AD202 EXTERIOR ELEVATION REMOVALS 2
84 AD203 EXTERIOR ELEVATION REMOVALS 3
85 AD221 BUILDING SECTION REMOVALS 1
86 AD222 BUILDING SECTION REMOVALS 2
87 AD401 ENLARGED REMOVAL PART PLANS
88 AD521 ROOF REMOVALS DETAILS 1
89 AD522 ROOF REMOVALS DETAILS 2
90 AE001 WALL & CEILING TYPES AND DETAILS
91 AE002 FIRESTOPPING DETAILS AND STANDARD MOUNTING HEIGHTS
92 AE101 FIRST FLOOR PART PLAN - EAST
93 AE102 FIRST FLOOR PART PLAN - WEST
94 AE103 FIRST FLOOR MEZZANINE PART PLAN - EAST
95 AE104 FIRST FLOOR MEZZANINE PART PLAN - WEST
96 AE105 SECOND FLOOR PLAN
97 AE106 SECOND FLOOR MEZZANINE PLAN
98 AE107 ATTIC FLOOR PLAN
99 AE108 B59 FIRST FLOOR PLAN
100 AE120 ROOF PART PLAN - EAST
101 AE121 ROOF PART PLAN - WEST
102 AE131 TYPICAL SIGNAGE DETAILS
103 AE132 SIGNAGE SCHEDULE AND DETAILS
104 AE201 BUILDING AXONS
105 AE202 EXTERIOR ELEVATIONS 1
106 AE203 EXTERIOR ELEVATIONS 2
107 AE204 EXTERIOR ELEVATIONS 3
108 AE205 MASONRY REPAIR DETAILS
109 AE221 BUILDING SECTIONS 1
110 AE222 BUILDING SECTIONS 2
111 AE223 BUILDING SECTIONS 3
112 AE301 WALL SECTIONS
113 AE302 SECTION DETAILS
114 AE401 ENLARGED FIRST FLOOR TOILET ROOM AND INTERIOR ELEVATION
115 AE402 ENLARGED SECOND FLOOR TOILET ROOM PLANS AND ELEVATIONS
116 AE411 ENLARGED ELEVATOR PLANS AND SECTIONS
117 AE412 ELEVATOR DETAILS
118 AE421 ENLARGED ELECTRICAL ROOM PLAN AND SECTION
119 AE440 ENLARGED STAIR PLANS 1
120 AE441 ENLARGED STAIR PLANS 2
121 AE442 STAIR SECTIONS
122 AE443 LADDER SECTIONS
123 AE444 STAIR DETAILS
124 AE445 RAILING DETAILS
125 AE501 PLAN DETAILS
126 AE511 METAL PANEL DETAILS
127 AE521 ROOF DETAILS 1
128 AE522 ROOF DETAILS 2
129 AE530 EXPANSION JOINT DETAILS 1
130 AE531 EXPANSION JOINT DETAILS 2
131 AE540 CASEWORK DETAILS
132 AE601 DOOR SCHEDULE AND DETAILS
133 AE602 DOOR DETAILS
134 AE621 WINDOW TYPES
135 AE622 WINDOW AND DOOR REPAIR AND RESTORATION NOTES AND SCHEDULE
136 AE623 WINDOW AND DOOR REPAIR AND RESTORATION TYPES
137 AE626 WINDOW DETAILS
138 AE640 ROOM FINISH SCHEDULE
139 AE701 FIRST FLOOR REFLECTED CEILING PART PLAN - EAST
140 AE702 FIRST FLOOR REFLECTED CEILING PART PLAN - WEST
141 AE703 FIRST FLOOR MEZZANINE REFLECTED CEILING PLAN
142 AE704 SECOND FLOOR REFLECTED CEILING PLAN
143 AE720 CEILING AND SOFFIT DETAILS
144 AE741 INTERIOR ELEVATIONS
145 AE801 FIRST FLOOR FF&E PART PLAN - EAST (OPTION 1)
146 AE802 FIRST FLOOR FF&E PART PLAN - WEST (OPTION 1)
147 AE803 FIRST FLOOR MEZZANINE FF&E PART PLAN - WEST (OPTION 1)
148 AE804 SECOND FLOOR FF&E PLAN (OPTION 1)
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
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A V
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T E
M S
C O
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A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
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G S
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T E
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1740579
T. CARLETON
L. LYONS
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N
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LIST OF DRAWINGS 2 - VOLUME 1
SHEET NO. NAVFAC
DWG. NO.
PWD
DWG. NO.
SHEET TITLE
NO. SHEET
215 M-504 MECHANICAL DETAILS 4
216 M-505 MECHANICAL DETAILS 5
217 M-601 MECHANICAL SCHEDULES 1
218 M-602 MECHANICAL SCHEDULES 2
219 M-603 MECHANICAL SCHEDULES 3
220 M-701 MECHANICAL CONTROL DIAGRAMS 1
221 M-702 MECHANICAL CONTROL DIAGRAMS 2
222 M-703 MECHANICAL CONTROL DIAGRAMS 3
223 M-704 MECHANICAL CONTROL DIAGRAMS 4
224 M-705 MECHANICAL CONTROL DIAGRAMS 5
FIRE PROTECTION
225 FA001 FIRE ALARM NOTES
226 FA101 FIRST FLOOR PART PLAN - EAST - FIRE ALARM
227 FA102 FIRST FLOOR PART PLAN - WEST - FIRE ALARM
228 FA103 FIRST FLOOR MEZZANINE - FIRE ALARM
229 FA104 SECOND FLOOR - FIRE ALARM
230 FA105 ATTIC - FIRE ALARM
231 FA501 DETAILS - FIRE ALARM
232 FX001 FIRE PROTECTION NOTES
233 FX101 FIRST FLOOR PART PLAN - EAST - FIRE PROTECTION
234 FX102 FIRST FLOOR PART PLAN - WEST - FIRE PROTECTION
235 FX103 FIRST FLOOR MEZZANINE - FIRE PROTECTION
236 FX104 SECOND FLOOR - FIRE PROTECTION
237 FX105 ATTIC - FIRE PROTECTION
238 FX400 ENLARGED FIRE PUMP ROOM
239 FX501 DETAILS - FIRE PROTECTION
ELECTRICAL
240 E-001 ELECTRICAL LEGEND, ABBREVIATIONS, AND NOTES
241 ED101 FIRST FLOOR ELECTRICAL REMOVALS PART PLAN - EAST
242 ED102 FIRST FLOOR ELECTRICAL REMOVALS PART PLAN - WEST
243 ED103 FIRST FLOOR MEZZANINE ELECTRICAL REMOVALS PART PLAN
244 ED104 SECOND FLOOR ELECTRICAL REMOVALS PLAN
245 ED105 SECOND FLOOR MEZZANINE ELECTRICAL REMOVALS PLAN
246 ES101 ELECTRICAL SITE PLAN
247 ES102 ELECTIRCAL SITE PLAN 2
248 EP101 FIRST FLOOR POWER PART PLAN - EAST
249 EP102 FIRST FLOOR POWER PART PLAN - WEST
250 EP103 FIRST FLOOR MEZZANINE POWER PART PLAN - EAST
251 EP104 FIRST FLOOR MEZZANINE POWER PART PLAN - WEST
252 EP105 SECOND FLOOR POWER PLAN
253 EP106 SECOND FLOOR MEZZANINE POWER PLAN
254 EP107 ATTIC POWER PART PLAN - WEST
255 EP501 ONE-LINE DIAGRAM AND SCHEDULES
256 EP502 ELECTRICAL POWER DETAILS
257 EP503 MECHANICAL, PLUMBING, AND MISCELLANEOUS EQUIPMENT WIRING SCHEDULE
258 EP504 MECHANICAL, PLUMBING, AND MISCELLANEOUS EQUIPMENT SCHEDULE CONTINUATION
259 EP505 SYSTEMS FURNITURE POWER AND POKE THROUGH DETAILS
260 EP601 PANELBOARD SCHEDULES - 1
261 EP602 PANELBOARD SCHEDULES - 2
262 EP603 PANELBOARD SCHEDULES - 3
263 EP604 PANELBOARD SCHEDULES - 4
264 EP701 ELECTRICAL EQUIPMENT SCHEDULES
265 EL101 FIRST FLOOR LIGHTING PART PLAN - EAST
266 EL102 FIRST FLOOR LIGHTING PART PLAN - WEST
267 EL103 FIRST FLOOR MEZZANINE LIGHTING PART PLAN - EAST
268 EL104 FIRST FLOOR MEZZANINE LIGHTING PART PLAN - WEST
269 EL105 SECOND FLOOR LIGHTING PLAN
270 EL106 SECOND FLOOR MEZZANINE LIGHTING PLAN
271 EL107 ATTIC LIGHTING PART PLAN - WEST
272 EL701 LIGHTING FIXTURE SCHEDULE AND DETAILS
273 EL702 LIGHTING FIXTURE DETAILS 1
274 ET101 FIRST FLOOR TECHNOLOGY AND SECURITY PART PLAN - EAST
275 ET102 FIRST FLOOR TECHNOLOGY AND SECURITY PART PLAN - WEST
276 ET103 FIRST FLOOR MEZZANINE TECHNOLOGY AND SECURITY PART PLAN - EAST
277 ET104 FIRST FLOOR MEZZANINE TECHNOLOGY AND SECURITY PART PLAN - WEST
278 ET105 SECOND FLOOR TECHNOLOGY AND SECURITY PLAN
279 ET106 B59 FIRST FLOOR TECHNOLOGY PLAN
280 ET501 TELECOMMUNICATIONS RISER DIAGRAMS
281 ET502 TELECOMMUNICATIONS DETAILS
282 EY501 SECURITY SYSTEM RISER AND DETAILS
SHEET NO. NAVFAC
DWG. NO.
PWD
DWG. NO.
SHEET TITLE
NO. SHEET
GENERAL
149 G-001B COVER SHEET - VOLUME 2
150 G-002B LIST OF DRAWINGS 1 - VOLUME 2
151 G-003B LIST OF DRAWINGS 2 - VOLUME 2
152 G-004B ABBREVIATIONS, LEGEND, AND GENERAL PROJECT NOTES - VOLUME 2
EQUIPMENT
153 QD101 FIRST FLOOR EQUIPMENT REMOVALS PART PLAN - EAST (CLIN 002)
154 QD102 FIRST FLOOR EQUIPMENT REMOVALS PART PLAN - WEST (CLIN 002)
155 QD103 FIRST FLOOR MEZZANINE EQUIPMENT REMOVALS PLAN (CLIN 002)
156 QD601 EQUIPMENT REMOVALS SCHEDULE 1 (CLIN 002)
157 QD602 EQUIPMENT REMOVALS SCHEDULE 2 (CLIN 002)
158 Q-101 FIRST FLOOR EQUIPMENT PART PLAN - EAST (OPTION 2)
159 Q-102 FIRST FLOOR EQUIPMENT PART PLAN - WEST (OPTION 2)
160 Q-103 SECOND FLOOR EQUIPMENT PLAN (OPTION 2)
161 Q-601 EQUIPMENT SCHEDULE (OPTION 2)
PLUMBING
162 P-001 PLUMBING LEGENDS, ABBREVIATIONS AND GENERAL NOTES
163 PD101 UNDERSLAB AND FIRST FLOOR TRENCH PLUMBING REMOVALS PLAN - WEST
164 PD102 FIRST FLOOR PLUMBING REMOVALS PLAN - EAST
165 PD103 FIRST FLOOR PLUMBING REMOVALS PLAN - WEST
166 PD104 FIRST FLOOR MEZZANINE PLUMBING REMOVALS PLAN - WEST
167 PD105 SECOND FLOOR PLUMBING REMOVALS PLAN
168 PD106 SECOND FLOOR MEZZANINE PLUMBING REMOVALS PLAN
169 P-101 UNDERSLAB PLUMBING PLAN - EAST
170 P-102 UNDERSLAB PLUMBING PLAN - WEST
171 P-103 FIRST FLOOR PLUMBING PLAN - EAST
172 P-104 FIRST FLOOR PLUMBING PLAN - WEST
173 P-105 FIRST FLOOR MEZZANINE PLUMBING PLAN - EAST
174 P-106 FIRST FLOOR MEZZANINE PLUMBING PLAN - WEST
175 P-107 SECOND FLOOR PLUMBING PLAN
176 P-108 SECOND FLOOR MEZZANINE PLUMBING PLAN
177 P-109 ATTIC PLUMBING PLAN
178 P-401 ENLARGED PLUMBING PART PLANS 1
179 P-402 ENLARGED PLUMBING PART PLANS 2
180 P-403 ENLARGED PLUMBING PART PLANS 3
181 P-501 PLUMBING DETAILS
182 P-601 PLUMBING SCHEDULES AND DETAIL
183 P-701 PLUMBING RISER DIAGRAM
MECHANICAL
184 M-001 MECHANICAL LEGENDS, ABBREVIATIONS AND GENERAL NOTES
185 MD101 FIRST FLOOR TRENCH MECHANICAL PIPING REMOVALS PLAN - WEST
186 MD102 FIRST FLOOR MECHANICAL DUCTWORK REMOVALS PLAN - EAST
187 MD103 FIRST FLOOR MECHANICAL DUCTWORK REMOVALS PLAN - WEST
188 MD104 FIRST FLOOR MECHANICAL PIPING REMOVALS PLAN - EAST
189 MD105 FIRST FLOOR MECHANICAL PIPING REMOVALS PLAN - WEST
190 MD106 FIRST FLOOR MEZZANINE MECHANICAL REMOVALS PLAN - WEST
191 MD107 SECOND FLOOR MECHANICAL REMOVALS PLAN
192 MD108 SECOND FLOOR MEZZANINE MECHANICAL REMOVALS PLAN
193 MD109 ATTIC MECHANICAL REMOVALS PLAN
194 MD120 ROOF MECHANICAL REMOVALS PLAN - EAST
195 MD201 MECHANICAL EXTERIOR ELEVATION REMOVALS
196 MD221 MECHANICAL BUILDING SECTION REMOVALS 1
197 MD222 MECHANICAL BUILDING SECTION REMOVALS 2
198 MD223 MECHANICAL BUILDING SECTION REMOVALS 3
199 MH101 FIRST FLOOR MECHANICAL DUCTWORK PLAN - WEST
200 MH102 FIRST FLOOR MEZZANINE MECHANICAL DUCTWORK PLAN - WEST
201 MH103 SECOND FLOOR MECHANICAL DUCTWORK PLAN
202 MH104 SECOND FLOOR MEZZANINE MECHANICAL DUCTWORK PLAN
203 MH105 ATTIC MECHANICAL DUCTWORK PLAN
204 MP101 FIRST FLOOR MECHANICAL PIPING PLAN - EAST
205 MP102 FIRST FLOOR MECHANICAL PIPING PLAN - WEST
206 MP103 FIRST FLOOR MEZZANINE MECHANICAL PIPING PLAN - EAST
207 MP104 FIRST FLOOR MEZZANINE MECHANICAL PIPING PLAN - WEST
208 MP105 SECOND FLOOR MECHANICAL PIPING PLAN
209 MP106 SECOND FLOOR MEZZANINE MECHANICAL PLAN
210 MP107 ATTIC MECHANICAL PIPING PLAN
211 M-401 ENLARGED MECHANICAL PART PLANS
212 M-501 MECHANICAL DETAILS 1
213 M-502 MECHANICAL DETAILS 2
214 M-503 MECHANICAL DETAILS 3
GENERAL SYMBOLS LEGEND
A1
A-301
A-401
INTERIOR ELEVATION INDICATOR
INTERIOR ELEVATION
NUMBER
SHEET WHERE ELEVATION
IS DRAWN
EXTERIOR ELEVATION INDICATOR
ELEVATION NUMBER
INDICATES DIRECTION OF VIEW
SHEET WHERE ELEVATION IS DRAWN
A1
A-301
WALL / PARTIAL BUILDING SECTION INDICATOR
SECTION NUMBER
SHEET WHERE SECTION IS DRAWN
A1
A-301
BUILDING SECTION INDICATOR
A1
A-301
BUILDING
A1
A1
A1
A
A1
ROOM
ROOM IDENTIFIER
DETAIL NUMBER
SHEET WHERE
DETAIL IS DRAWN
DETAIL INDICATOR
ROOM NAME
ROOM NUMBER
A-501
DETAIL NUMBER
SHEET REFERENCED FROM
KEYNOTE INDICATOR
EXISTING ITEM OR SPECIALTY KEYNOTE
PLAN NUMBER
A1
PLAN TITLE
SCALE: 1/8" = 1'-0"
A1
PLAN TITLE
SCALE: 1/8" = 1'-0" (A-101)
SECTION NUMBER
SHEET WHERE DRAWN
MATCH LINE
A
A
INDICATES
DIRECTION OF VIEW
NA WALL TYPE INDICATOR ELEVATION TARGET
WINDOW TYPE
SIGN TYPE
REMOVALS KEYNOTE NUMBER
NEW WORK KEYNOTE NUMBER
ACCESSIBILITY SYMBOL
DOOR NUMBER
REVISION
WINDOW NUMBERACCESSORY ITEM
A 1i
IMAGE INDICATOR
IMAGE NUMBER
SHEET WHERE
DETAIL IS DRAWN
AE201
ACM
ACT
AFF
AHJ
ALUM
BF
BLDG
CJ
C
CLG
CLR
CMU
COL
CONC
CON
CONT
CPT
CT
CWT
DIA
DN
DWG
E
EA
EF
EJ
ELEC
ELEV
EMR
EQ
EXIST
EXT
FCO
FD
FND
FE
FEC
FF
FIN
FL,FLR
FT
GA
GALV
GYP BD
H,HT,HGT
HM
HORIZ
HP
IN
INSUL
INCH, INCHES
FOOT, FEET
PLUS OR MINUS
ASBESTOS CONTAINING
MATERIAL
ACOUSTICAL CEILING
TILE
ABOVE FINISH FLOOR
AUTHORITY HAVING
JURISDICTION
ALUMINUM
BARRIER FREE
BUILDING
CONTROL JOINT
CENTERLINE
CEILING
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONNECTION
CONTINUOUS
CARPET
CERAMIC TILE
CERAMIC WALL TILE
DIAMETER
DOWN
DRAWING
EAST
EACH
EXHAUST FAN
EXPANSION JOINT
ELECTRIC/ELECTRICAL
ELEVATION
ELEVATOR MACHINE ROOM
EQUAL
EXISTING
EXTERIOR
FLOOR CLEANOUT
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR
FINISH
FLOOR
FOOT, FEET
GAUGE
GALVANIZED
GYPSUM BOARD
HEIGHT
HOLLOW METAL
HORIZONTAL
HIGH POINT
INCHES, INCH
INSULATION,
INSULATED
ABBREVIATIONS
L
INT
IR
LBP
MAX
MECH
MFR
MIN
MIR
MTL
N
NAT
NIC
NMCI
NO.#
OC
PCB'S
PETG
PMI
PNT
PLAM
PLY
PQP
PT
PWD
R
RCB
RCP
REINF
RO
S
SIM
SF
STL
STRUCT
TYP
UL
UON
VERT
VIF
W W/
WB
WD
WP
INTERIOR
INSTALLATION
RESTORATION
LEAD-BASED PAINT
MAXIMUM
MECHANICAL
MANUFACTURER
MINIMUM
MIRROR
METAL
NORTH
NATURAL FINISH
NOT IN CONTRACT
NAVY/MARINE CORPS
INTRANET
NUMBER
ON CENTER
POLYCHLORINATED
BIPHENYLS
POLYETHYLENE
TEREPHTHALATE
GLYCOL
PLANNED
MODIFICATION
ITEM
PAINT, PAINTED
PLASTIC LAMINATE
PLYWOOD
PRIVATE QUALIFIED
PERSON
PRESSURE TREATED
PUBLIC WORKS
DEPARTMENT
RADIUS
RUBBER COVE BASE
REFLECTED CEILING
PLAN
REINFORCED
ROUGH OPENING
SOUTH
SIMILAR
SQUARE FEET
STEEL
STRUCTURAL
TYPICAL
UNDERWRITERS
LABORATORIES
UNLESS OTHERWISE
NOTED
VERTICAL
VERIFY IN FIELD
WEST, WIDE
WITH
WOOD BASE
WOOD
WALL PROTECTION
1. ITEMS IDENTIFIED ON THE HAZARDOUS MATERIALS DRAWINGS ARE EXISTING. SEE SHEETS HM001-HM604 FOR ADDITIONAL HAZARDOUS MATERIALS INFORMATION. COORDINATE HAZARDOUS MATERIALS WORK
WITH BUILDING REMOVALS AND CONSTRUCTION SEQUENCE PLAN.
2. OBTAIN PERMITS AND LICENSES REQUIRED FOR THE REMOVAL, TRANSPORT, AND DISPOSAL OF
HAZARDOUS MATERIALS AND DEBRIS AT NO ADDITIONAL COST TO THE GOVERNMENT.
3. CONTRACTOR MUST PERFORM NECESSARY MANAGEMENT OF IDENTIFIED HAZARDOUS MATERIALS, IN ACCORDANCE WITH EM 385-1-1, APPLICABLE PROJECT SPECIFICATIONS, AND FEDERAL, STATE, AND LOCAL
REGULATIONS.
4. CONTRACTOR MUST SUBMIT WORK PLANS AND HIRE PQP TO COORDINATE IMPLEMENTATION OF THE WORK PLAN, PERFORM INDEPENDENT INSPECTIONS, TESTING, AND VERIFICATION OF THE HAZARDOUS COMPONENTS WORK INCLUDING, BUT NOT LIMITED TO: ASBESTOS, LEAD-, CADMIUM, AND CHROMIUM- CONTAINING PAINT, AND PCBs.
5. EXISTING PAINT IS ASSUMED TO CONTAIN LEAD, CADMIUM, AND CHROMIUM (VI) (HEAVY METALS). MANAGE HEAVY METALS PAINT IN AREAS INDICATED FOR REMOVAL SEPARATE FROM THE SUBSTRATE AND TREAT THE REMOVED PAINT AS HAZARDOUS MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS. HEAVY METALS MUST BE MANAGED, REMOVED, AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND
LOCAL REGULATIONS.
6. EXISTING LIGHT FIXTURE BALLASTS ARE ASSUMED TO CONTAIN PCB'S AND EXISTING LAMPS ARE ASSUMED TO CONTAIN MERCURY. SEE ELECTRICAL DRAWINGS FOR EXTENT OF REMOVALS. REMOVE IN ACCORDANCE
WITH SPECIFICATIONS.
7. EXISTING INDUSTRIAL EQUIPMENT/PROCESSES HAVE PRODUCED HEAVY METALS RESIDUE. REFER TO
HAZARDOUS MATERIAL SHEETS FOR FURTHER INFORMATION.
8. THE FOLLOWING SPECIFICATIONS APPLY:
02 82 00.00 22 ASBESTOS REMEDIATION (PNSY PROJECTS)
02 83 00.00 22 MANAGEMENT OF LEAD, CADMIUM, AND CHROMIUM (VI) DURING
RENOVATION, DEMOLITION, REMOVAL, AND ABATEMENT (PNSY PROJECTS)
02 84 16.00 22 HANDLING OF LIGHTING BALLASTS AND LAMPS
CONTAINING PCB'S AND MERCURY (PNSY PROJECTS)
02 84 33.00 22 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBS) (PNSY PROJECTS)
CONTRACT LINE ITEM NUMBERS (CLIN)
001 BASE BID
002 INDUSTRIAL EQUIPMENT REMOVAL AND PROCESS HAZARDOUS MATERIALS MANAGEMENT/ABATEMENT
003 HAZARDOUS MATERIALS MANAGEMENT/ABATEMENT
004 EXISTING TRAILER UTILITIES
OPTION ITEMS
1. FURNITURE, FIXTURES, AND EQUIPMENT (FF&E)
2. INDUSTRIAL EQUIPMENT
3. RADON FANS
4. SECURITY DEVICES
5. ADDITIONAL WINDOW RESTORATIONS
6. NOT APPLICABLE
7. ADDITIONAL ANNEX REPAIRS
8. ADDITIONAL FINISHES
9. ELECTRICAL SERVICE INFRASTRUCTURE
10. RESINOUS FLOORING
11. COMMUNICATION SERVICE ROUTING
GENERAL HAZARDOUS MATERIALS NOTES
1. COMPLY WITH STATE, FEDERAL, NATIONAL, AND OTHER CODES AND ORDINANCES THAT
APPLY TO THIS PROJECT.
2. COMPLETE WORK IN ACCORDANCE WITH INDUSTRY STANDARDS AND PERFORM WORK IN
A WORKMANLIKE AND PROFESSIONAL MANNER.
3. WHERE CONFLICTS EXIST WITHIN THE DOCUMENTS OR BETWEEN THE DOCUMENTS AND
APPLICABLE CODES, ORDINANCES, OR INDUSTRY STANDARDS, THE MORE STRINGENT, AS
DETERMINED BY THE CONTRACTING OFFICER, MUST BE PROVIDED AT NO ADDITIONAL
COST TO THE GOVERNMENT.
4. MAINTAIN BUILDING EGRESS PATHS DURING THE ENTIRE CONTRACT PERIOD. PROVIDE
TEMPORARY PATHS TO MAINTAIN BUILDING EGRESS. COMPLY WITH NFPA 241, STANDARD
FOR SAFEGUARDING CONSTRUCTION, ALTERATIONS, AND DEMOLITION OPERATIONS.
5. MAINTAIN THE CONSTRUCTION SITE IN A SECURE, NEAT, WATER TIGHT, CLEAN, AND SAFE
CONDITION DURING THE ENTIRE CONTRACT PERIOD. EXTERIOR ENVELOPE WORK MUST
BE PERFORMED IN A MANNER TO MAINTAIN WEATHER TIGHTNESS.
6. PROVIDE ITEMS AND COMPONENTS SHOWN ON THE DRAWINGS UNLESS NOTED AS
"EXISTING" (EXIST).
7. WORK FROM GIVEN DIMENSIONS AND LARGE SCALE DETAILS. DO NOT SCALE DRAWINGS.
8. DIMENSIONING SYSTEM: UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO/FROM
FINISHED FACE OF EXISTING WALLS, TO/FROM FACE OF FRAMING FOR STUD FRAMED
WALLS, AND TO/FROM THE FACE OF MASONRY FOR MASONRY WALLS. DIMENSIONS
INDICATED AS "CLEAR" (CLR) MUST BE MAINTAINED AND ARE MEASURED FROM THE FACE
OF FINISH. CENTERLINE DIMENSIONS ARE INDICATED BY CENTERLINE SYMBOL (C).
9. LOCATE DOOR OPENINGS 6 INCHES FROM ADJACENT WALL (FACE OF FRAMING TO
ROUGH OPENING), UNLESS OTHERWISE DIMENSIONED.
10. VERIFY EXISTING CONDITIONS AND DIMENSIONS AND REPORT DISCREPANCIES TO THE
CONTRACTING OFFICER. PROCEED WITH THE WORK AFTER THE DISCREPANCIES HAVE
BEEN RESOLVED BY THE GOVERNMENT.
11. DO NOT PENETRATE JOISTS, BEAMS, OR OTHER STRUCTURAL MEMBERS. OBTAIN
WRITTEN APPROVAL FROM THE ENGINEER OF RECORD FOR UNAVOIDABLE
PENETRATIONS OF STRUCTURAL MEMBERS.
12. PROVIDE SOLID BLOCKING BEHIND SURFACE APPLIED FIXTURES, TRIM, GRAB BARS,
SHELVES, WOOD WALL BASE, BASE AND WALL CABINETS, MARKER BOARDS,
TELEVISIONS, AND OTHER ACCESSORIES AND EQUIPMENT INCLUDING GOVERNMENT
SUPPLIED ITEMS WHEN MOUNTED TO STUD WALLS.
13. DISPOSE OF AND/OR RECYCLE CONSTRUCTION DEBRIS FROM THE PROJECT SITE AS
REQUIRED BY THE STATE OF MAINE AND AS REQUIRED BY THE CONTRACT. OBTAIN
REQUIRED DISPOSAL PERMITS.
14. PROTECT EXISTING SYSTEMS AND SURFACES TO REMAIN. REPAIR OR REPLACE DAMAGE
RESULTING FROM PROJECT OPERATIONS, AS APPROVED BY THE CONTRACTING OFFICER,
AT NO ADDITIONAL COST TO THE GOVERNMENT.
15. OBTAIN APPROVAL FROM THE CONTRACTING OFFICER FOR THE SEQUENCE AND TIMING
OF OPERATIONS PRIOR TO COMMENCING WORK AND PER OUTAGE REQUIREMENTS
DETAILED IN THE SPECIFICATIONS.
16. FIRESTOP CONDUIT/PIPE/DUCT PENETRATIONS THROUGH FIRE-RATED WALLS, CEILINGS,
AND FLOORS. PROVIDE SMOKE BARRIER SEALANT AT FLOOR PENETRATIONS AND
PENETRATIONS THROUGH SMOKE PARTITIONS.
17. DO NOT INTERRUPT UTILITY SERVICES WITHOUT AN APPROVED OUTAGE REQUEST. DO
NOT RESTORE UTILITIES WITHOUT AN APPROVED 'ONAGE' REQUEST. REFER TO
SPECIFICATION SECTION 01 14 00.00 22 WORK RESTRICTIONS (PWD ME) AND SHEETS
G-008 AND G-009.
18. BUILDING 60 IS A HISTORIC FACILITY. PERFORM WORK IN COMPLIANCE WITH THE US
DEPARTMENT OF THE INTERIOR "SECRETARY OF THE INTERIOR'S STANDARDS FOR THE
TREATMENT OF HISTORIC PROPERTIES." HISTORIC ITEMS INDICATED OR SPECIFIED TO BE
SALVAGED FOR REINSTALLATION OR TO REMAIN IN PLACE MUST BE PROTECTED DURING
CONSTRUCTION.
19. WHEN ATTACHING FASTENERS, BLOCKING, OR ACCESSORIES TO EXISTING HISTORIC
BRICK OR STONE, PLACE FASTENERS IN MORTAR JOINTS. EXCEPTION: LIGHTNING
PROTECTION.
20. SYSTEMS AND THEIR ASSOCIATED CONDUIT MUST NOT PENETRATE HISTORIC FEATURES
OF THE BUILDING (WINDOW AND DOOR SURROUNDS, STAIRWELLS, WOOD BASE, CRANE
RAILS, ETC.). MAXIMIZE THE PLACEMENT OF CONDUIT IN SECONDARY SPACES WHERE
PRACTICABLE.
21. PRIOR TO INSTALLING FIRE PROTECTION PIPING, MECHANICAL DUCTWORK, PIPING,
ELECTRICAL CONDUIT, AND OTHER ASSOCIATED SYSTEM ELEMENTS, SUBMIT
COORDINATION DRAWINGS AND OBTAIN APPROVAL BY THE CONTRACTING OFFICER AND
THE PWD ME CULTURAL RESOURCES MANAGER. REFER TO SPECIFICATION SECTION 01
30 10.00 22 COORDINATION PROCEDURES AND COORDINATION DRAWINGS (PWD ME).
22. PROVIDE LIGHTNING PROTECTION SYSTEM TYPICAL. SEE ELECTRICAL SHEETS FOR
INFORMATION.
23. ACCESS TO THE INTERIOR OF BUILDING 60 MUST BE VIA EXISTING OPENINGS IN
EXTERIOR FACADE. UNDER NO CIRCUMSTANCES WILL NEW TEMPORARY OPENINGS BE
ENTERTAINED AND MUST NOT BE INCLUDED AS BASIS OF BID.
24. CONTRACTOR MUST PROVIDE PAVEMENT AND ASSOCIATED SELECT SUB BASE FOR
AREAS BEYOND THOSE IDENTIFIED ON THE CONTRACT DOCUMENTS THAT ARE IMPACTED
AS A RESULT OF THE CONTRACTORS MEANS AND METHODS AS REQUIRED TO PERFORM
THE CONTRACT SCOPE OF WORK.
L
GENERAL CONSTRUCTION NOTES
GENERAL MASONRY CLEANING/REPAIR/REPOINTING NOTES
1. BUILDING 60 AND ITS MASONRY ARE HISTORIC. COMPLY WITH SPECIFICATION SECTION 04 01
00.91 22 RESTORATION AND CLEANING OF MASONRY IN HISTORIC STRUCTURES (PWD ME).
2. PROTECT MASONRY AND STRUCTURE THROUGHOUT PROJECT. USE THE GENTLEST MEANS
TO PERFORM THE WORK.
3. ENGAGE THE SERVICES OF A HISTORIC MASONRY CONSULTANT TO DETERMINE THE
CONDITION OF THE EXISTING MASONRY AND MATERIALS AND TO RECOMMEND CLEANING
AND RESTORATION PROCEDURES. REFER TO SPECIFICATION SECTION 04 01 00.91 22
RESTORATION AND CLEANING OF MASONRY IN HISTORIC STRUCTURES (PWD ME).
4. PREPARE A MOCK-UP FOR MASONRY REPAIR/RESTORATION WORK. REVIEW WITH
CONTRACTING OFFICER AND PWD-ME CULTURAL RESOURCES MANAGER.
BUILDING CODE:
UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 (26 FEB. 2024)
UNIFIED FACILITIES CRITERIA (UFC) 1-200-02 (01 JUNE 2022)
UNIFIED FACILITIES CRITERIA (UFC) 3-101-01 (08 JAN. 2024)
UNIFIED FACILITIES CRITERIA (UFC) 3-110-03 (01 MAY 2012)
ACCESSIBILITY CODE:
UNIFORM ACCESSIBILITY STANDARDS (UFAS)
ARCHITECTURAL BARRIERS ACT (ABA)
AMERICANS WITH DISABILITIES ACT (ADA)
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG)
MECHANICAL CODE:
INTERNATIONAL MECHANICAL CODE (IMC) 2021
ELECTRICAL CODE:
NFPA 70, NATIONAL ELECTRIC CODE
PLUMBING CODE:
INTERNATIONAL PLUMBING CODE (IPC) 2021
FIRE PREVENTION & LIFE SAFETY CODE:
SEE SHEET G-100.
CODE SUMMARY
GENERAL REMOVALS NOTES
1. COORDINATE REMOVAL OF DEBRIS WITH THE CONTRACTING OFFICER TO MINIMIZE DISRUPTION OF
BASE ACTIVITIES. COORDINATE WITH WASTE MANAGEMENT PLAN.
2. ITEMS DEPICTED FOR REMOVAL OR DEMOLITION ARE SHOWN FOR INFORMATIONAL PURPOSES.
THESE DRAWINGS DO NOT INDICATE EACH AND EVERY ITEM TO BE REMOVED OR DEMOLISHED.
(EX: VALVE, HANGER, FASTENER, ETC.) VERIFY IN FIELD COMPLETE WORK ASSOCIATED WITH
REMOVALS OR DEMOLITION.
3. WHERE MATERIALS THAT ARE SUSPECTED TO CONTAIN HAZARDOUS MATERIALS ARE
ENCOUNTERED, IMMEDIATELY STOP THAT WORK AND REPORT THE CONDITION TO THE
CONTRACTING OFFICER. SEE HAZARDOUS MATERIALS NOTES AND HAZARDOUS MATERIALS
REMOVALS PLANS.
4. REMOVALS KEYNOTES INDICATED ON "AD" SHEETS ARE REPRESENTATIVE OF GENERAL ITEMS TO BE REMOVED AND ARE NOT INTENDED TO IDENTIFY EACH ITEM ON EVERY WALL, FLOOR, CEILING, OR
ELEVATION. VERIFY IN FIELD COMPLETE WORK ASSOCIATED WITH REMOVALS.
5. BUILDING 60 IS A HISTORIC FACILITY AND IS A CONTRIBUTING RESOURCE TO THE PORTSMOUTH NAVAL SHIPYARD HISTORIC DISTRICT. REMOVE ITEMS IN SUCH A MANNER THAT THE HISTORIC STRUCTURE (e.g. MORTAR JOINTS, GRANITE, BRICK, WOOD WINDOW AND DOOR TRIM, ETC.) TO
REMAIN IS NOT DAMAGED DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. ANY ITEMS
DAMAGED BY THE CONTRACTOR MUST BE REPAIRED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL
COST TO THE GOVERNMENT. SUBMIT A WORK PLAN TO ADDRESS REPAIRS TO DAMAGED ITEMS.
PWD MAINE CULTURAL RESOURCES MANAGER MUST REVIEW AND APPROVE THE CONTRACTOR'S
QUALITY CONTROL PLAN PRIOR TO COMMENCING REPAIR WORK.
6. HISTORIC ITEMS INDICATED ARE TO BE SALVAGED FOR REINSTALLATION OR ARE TO REMAIN IN PLACE (e.g. WOOD TRIM, METAL DOOR, PAINTED SIGNAGE, WINDOWS, AND STRUCTURAL ELEMENTS, ETC). PROTECT HISTORIC ITEMS DURING DEMOLITION AND CONSTRUCTION. ITEMS TO BE STORED FOR REINSTALLATION OR TURNED OVER TO GOVERNMENT MUST BE STORED ON SITE IN SAFE AND
SECURE LOCATION.
7. COORDINATE GENERAL BUILDING REMOVAL CONSTRUCTION SEQUENCE WITH HAZARDOUS
MATERIALS REMOVALS.
8. PATCH ANCHORAGE LOCATIONS AT REMOVED ITEMS. CUT FLUSH TO FLOOR/WALLS ANY EQUIPMENT
ATTACHMENT/ANCHORAGE AS TO PROVIDE THE REQUIRED FLOOR/WALL FINISH.
SATISFACTORY TO DATE
APPROVED
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
P O
R T
S M
O U
T H
N A
V A
L S
H
IP
Y A
R D
K
IT
T
E R
Y M
E
UNCLASSIFIED
UNCLASSIFIED
U N
C L
A S
S
IF
IE
D
ACTIVITY
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1740579
T. CARLETON
L. LYONS
S. RUCINSKI
F
IN
A L
S U
B M
IS
S
IO
N
/0
1/
R
S H
/1 /2
:2
:3
P
M
C U s e rs \m d o n o v a n \D o c u m e n ts \2
.2
B L
D G
A
R C
H
IT
E C
T U
R A
L -V m d o n o v a n
V F
X R
.r v t
G-004A
B
R
E P
A
IR
S
A B
B R
E V
IA
T
IO
N
S
L E
G E
N D
A
N D
G E
N E
R A
L P
R O
J E
C T
N O
T E
S
V O
L U
M E
RSH
JMR
MJD
K
IT
T E
R Y
M
E P
O R
T S
M O
U T
H N
A V
A L S
H
IP
Y A
R D
R O
IC
C
-M E
G -0
A
DAP
DAP
DEW
G-005
GENERAL SHEET NOTES
1. PROVIDE ARCHAEOLOGICAL MONITORING BY A QUALIFIED
ARCHAEOLOGIST FOR GROUND DISTURBING ACTIVITIES LOCATED
WITHIN ARCHEOLOGICALLY SENSITIVE AREAS AS IDENTIFIED ON
THIS SHEET. REFER TO ARCHAEOLOGICAL MONITORING
SPECIFICATION SECTION 01 44 00.00 22 (PWD ME).
2. IN THE EVENT A POTENTIAL ARCHEOLOGICAL RESOURCE IS
ENCOUNTERED OUTSIDE OF SENSITIVE AREAS, STOP WORK
IMMEDIATELY AND CONTACT THE CONTRACTING OFFICER. DO NOT
RESUME WORK IN THIS AREA UNTIL DIRECTED. THE
ARCHAEOLOGICAL MONITOR MUST BE ON-CALL IF A POTENTIAL
ARCHEOLOGICAL RESOURCE IS ENCOUNTERED OUTSIDE OF
SENSITIVE AREAS.
3. IF SUSPECTED HUMAN REMAINS (INCLUDING BUT NOT LIMITED TO:
BONE, BONE FRAGMENTS, TEETH, MUMMIFIED FLESH, BURIALS,
AND CREMATIONS) ARE ENCOUNTERED ANYWHERE, STOP WORK
IN THE SURROUNDING AREA IMMEDIATELY AND NOTIFY THE
CONTRACTING OFFICER AND PWD-ME ENV. THE REMAINS MUST BE
TREATED WITH RESPECT AND NOT BE DISTURBED OR
PHOTOGRAPHED. IN COORDINATION WITH THE CONTRACTING
OFFICER AND PWD-ME ENV, PROVIDE THE MATERIALS AND LABOR
NECESSARY TO SECURE THE AREA TO PREVENT DAMAGE AND
PROTECT THE DISCOVERY. DO NOT RESUME WORK UNTIL
DIRECTED BY THE CONTRACTING OFFICER.
4. SEE SHEET G-007 FOR CONSTRUCTION SEQUENCE STRATEGY.
ARCHAEOLOGICAL CONSTRAINTS AND REQUIREMENTS PLAN
GRAPHIC SCALE
KEYNOTES(THIS SHEET ONLY)
1 LIMIT OF GROUND DISTURBANCE. SEE SHEETS CR101, CS101
AND CG101.
LEGEND
LIMIT OF ARCHAEOLOGICALLY
SENSITIVE AREA (SEE
GENERAL SHEET NOTE 1)
AREA OF ARCHAEOLOGICAL SENSITIVITY REQUIRING ARCHEOLOGICAL
MONITORING (SEE GENERAL SHEET NOTE 1)
SATISFACTORY TO DATE
APPROVED
FOR COMMANDER NAVFAC
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
OF
EPROJECT NO.:
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
B6 0 R
EP
AI
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UNCLASSIFIED
UNCLASSIFIED
UN
CL
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1740579
T. CARLETON
L. LYONS
S. RUCINSKI
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SMOOT STREET
TU
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S
TR
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PISCATAQUA RIVER
BLDG 59
BLDG 43BLDG 65
IR SOIL SITE
IR SOIL SITE
BLDG 60
BLDG 62A
BLDG 62
EEOP
EEOP
EEOP
HIGHEST ANNUAL TIDE
(HAT) LINE, ELEV=5.8'
TOP OF SLOPE
100-YEAR FLOOD,
ELEV=9.0'
BLDG
LIMIT OF ARCHAEOLOGICALLY
SENSITIVE AREA (SEE
GENERAL SHEET NOTE 1)
PLAN
NORTH
45'
LOAD CENTER 4 VAULT
(OPTION 9)
2 APPROXIMATE CONSTRUCTION AND STAGING AREA FOR ADJACENT CONSTRUCTION
PROJECT (NOT IN CONTRACT).
(LIMIT OF)
OFFICE TRAILER 2
OFFICE TRAILER 1
CONSTRUCTION STAGING AREA FOR ADJACENT CONSTRUCTION PROJECT
(NOT IN CONTRACT)
FOR COMMANDER NAVFAC
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
OF
EPROJECT NO.:
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
B6 0 R
EP
AI
RS
UNCLASSIFIED
UNCLASSIFIED
UN
CL
AS
SI
FI
ED
KI
TT
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PO
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M
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N
AV
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ACTIVITY
1740579
T. CARLETON
L. LYONS
S. RUCINSKI
SY
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AV
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IN
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GRAPHIC SCALE
CHECK GRAPHIC SCALE BEFORE USING
60'20' 40'20' 10' 1"=20'
PLAN
NORTH
SITE CONSTRAINTS AND REQUIREMENTS PLAN
ST
O
RE
R
ST
RE
ET
SMOOT STREET
TU
RN
ER
S
TR
EE
T
PISCATAQUA RIVER
BLDG 59
BLDG 43BLDG 65
IR SOIL SITE
IR SOIL SITE
BLDG 60
BLDG 62A
BLDG 62
EEOP
EEOP
EEOP
GENERAL SHEET NOTES (CONTINUED)
6. PROVIDE TEMPORARY TYPE 3 CONSTRUCTION BARRIER (SEE SHEET G-010) AROUND THE PERIMETER
OF THE CONSTRUCTION SITE WHERE WORK IS BEING PERFORMED AND CONTRACTOR STAGING AND STORAGE AREAS. CONTROL ACCESS TO THE CONSTRUCTION SITE VIA OPENINGS IN THE FENCE THAT CAN BE SECURED TO PREVENT ACCESS. COORDINATE THE EXACT LOCATION OF FENCE WITH THE
CONTRACTING OFFICER.
7. CONDUCT AND COMPLETE WORK IN A MANNER THAT MAINTAINS ACCESS FOR EMERGENCY RESPONSE
VEHICLES THROUGHOUT THE CONSTRUCTION PERIOD.
8. CONSTRUCTION EQUIPMENT IS PERMITTED TO TEMPORARILY OCCUPY PORTIONS OF AN EXISTING FIRE
LANE WITH AN APPROVED OUTAGE. BLOCKING OF FIRE LANES IS PROHIBITED WITHOUT PRIOR
APPROVAL. ONLY MOTORIZED EQUIPMENT, STAFFED BY AN ON-SITE OPERATOR, CAN BE UTILIZED IN THE AREA AND MUST BE ABLE TO BE MOVED IMMEDIATELY UPON REQUEST TO ALLOW FOR UNIMPEDED FIRE DEPARTMENT ACCESS. EXECUTION OF CONSTRUCTION SCOPE WITHIN FIRE LANES MUST BE COMPLETED OUTSIDE OF NORMAL WORKING HOURS (WEEKEND OR AFTER 1600). SCHEDULE WILL NEED
TO BE COORDINATED AND APPROVED BY THE CONTRACTING OFFICER.
9. EXCAVATIONS WITHIN VEHICLE TRAVEL WAYS MUST BE COVERED WITH STEEL PLATES WHEN
CONSTRUCTION IS NOT ACTIVE. DESIGN STEEL PLATES TO ACCOMMODATE AASHTO HS-20 TRAFFIC
LOADING.
10. SEE SHEETS G-008 AND G-009 FOR INFORMATION RELATIVE TO OUTAGES.
11. FOR WORK THAT OBSTRUCTS PEDESTRIAN ACCESS TO SURROUNDING BUILDINGS, OBTAIN AN
APPROVED OUTAGE AND PROVIDE ALTERNATE PEDESTRIAN ACCESS ROUTES AROUND THE
CONSTRUCTION AREA THAT MEETS ACCESSIBILITY STANDARDS.
12. WORK ON THE WEST AND SOUTH SIDES OF BUILDING 60 MUST BE SEQUENCED TO MINIMIZE THE
NUMBER OF PARKING SPACES REQUIRING AN OUTAGE AT ANY GIVEN TIME. ROAD OUTAGE WORK
MUST BE SEQUENCED SO THAT 5 OF THE TOTAL 10 PARKING SPACES IMMEDIATELY ADJACENT to BUILDING 60 REMAIN AVAILABLE AND ACCESSIBLE AT ALL TIMES. COORDINATE THE SEQUENCE OF
PARKING OUTAGES AND GAIN APPROVAL FROM THE CONTRACTING OFFICER.
13. WORK AREA ALONG THE NORTH SIDE OF BUILDING 60 IS RESTRICTED BY THE PROXIMITY OF THE PISCATAQUA RIVER. PROVIDE WORK PLAN IDENTIFYING STAGING LAYOUT IN THIS AREA AS WELL AS WORK BEING PERFORMED FROM THE EXTERIOR/INTERIOR OF THE BUILDING. NO WORK IS PERMITTED
BELOW THE TOP OF BANK.
14. SEE SHEET C-001, NOTE 9 FOR TRAFFIC CONTROL PLAN SUBMITTAL REQUIREMENTS.
15. SEE TO SHEETS CG101 AND C-501 FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS. PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROLS AROUND DOWN GRADIENT SIDE OF THE AVAILABLE
CONTRACTOR STAGING AND STORAGE AREAS.
16. MAINTAIN CLEAR PATHWAY (5' WIDE, MIN) FROM FIRE LANE TO FIRE HYDRANT'S AND PIV'S AT ALL
TIMES.
17. MAINTAIN CLEAR PATHWAY (5' WIDE, MIN) FROM FIRE LANES TO BUILDING 60 AND SURROUNDING
BUILDINGS ACCESS DOORS AT ALL TIMES.
KEYNOTES(THIS SHEET ONLY)
FIRE LANE - DO NOT STORE MATERIALS WITHIN THIS AREA AND COORDINATE WITH THE CONTRACTING
OFFICER FOR WORK WITHIN THIS AREA. SEE GENERAL NOTE 8.
AREA AVAILABLE FOR CONTRACTOR CONSTRUCTION STAGING AND STORAGE.
MAINTAIN PEDESTRIAN ACCESS ROUTE FREE OF OBSTRUCTIONS (5' WIDE, MIN) FROM BUILDING ACCESS
DOORS TO FIRE LANE AT ALL TIMES.
LIMIT OF PROJECT PAVEMENT REMOVAL. SEE SHEET CR101.
MAINTAIN PEDESTRIAN ACCESS ROUTE FREE OF OBSTRUCTIONS (5' WIDE, MIN) FROM OFFICE TRAILER
TO SMOKE SHELTER AND PARKING AREA.
WORK AREA FOR BUILDING 60 ENVELOPE AND EXTERIOR REPAIRS.
20'
20'
(TYP)
(TYP)
HIGHEST ANNUAL TIDE
(HAT) LINE, ELEV=5.8'
TOP OF SLOPE (SEE
GENERAL SHEET
NOTES 4, 5 AND 13)
100-YEAR FLOOD,
ELEV=9.0'
DAP
DAP
DEW
G-006
BLDG
MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS ROUTE FREE OF OBSTRUCTION TO BUILDING 292
(SANITARY SEWER PUMP STATION) AND THE ADJACENT MANHOLE AT ALL TIMES THROUGHOUT
CONSTRUCTION.
BUILDING OVERHEAD DOOR ACCESS (18' HIGH x 16' WIDE).8
PROJECT SIGNAGE. COORDINATE THE EXACT LOCATION WITH CONTRACTING OFFICER.9
OFFICE
TRAILER 2
CONCRETE
PLANTER/BARRIER, TYP
WYMAN AVENUE
LOAD CENTER
4 VAULT
10 APPROXIMATE CONSTRUCTION AND STAGING AREA FOR ADJACENT CONSTRUCTION PROJECT (NOT IN CONTRACT). SEE GENERAL SHEET NOTE 2. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS ROUTE
FREE OF OBSTRUCTIONS TO THIS AREA AT ALL TIMES DURING CONSTRUCTION.
GRANITE
BLOCKS, TYP
SMOKING
SHELTER
(TYP)5
30'
LEGEND
PEDESTRIAN ACCESS ROUTE (5' WIDE, MIN)
AREA AVAILABLE FOR CONTRACTOR CONSTRUCTION STAGING
AND STORAGE
FIRE LANE (SEE GENERAL SHEET NOTE 8)
PORTION OF FIRE LANE IMPACTED BY CONSTRUCTION (SEE GENERAL
SHEET NOTE 8)
IR SOIL AREA
BUILDING 60 ENVELOPE AND EXTERIOR REPAIR WORK AREA, AND TEMPORARY
STAGING AND CONTRACTOR STORAGE. CONSTRUCTION FENCE MAXIMUM 10
FEET FROM FACE OF BUILDING WALL, UNLESS INDICATED OTHERWISE
AREA AVAILABLE FOR CONTRACTOR LONG TERM STORAGE
GENERAL SHEET NOTES
1. SEE SHEET C-001 FOR LEGEND AND ABBREVIATIONS.
2. OTHER CONSTRUCTION PROJECTS (NOT IN CONTRACT) IN THE VICINITY OF BUILDING 60 WILL BE
ONGOING CONCURRENTLY WITHIN THE BUILDING 60 CONSTRUCTION PERIOD. COORDINATE WITH
THE CONTRACTING OFFICER TO OBTAIN RECORD DRAWINGS AND CONSTRUCTION SCHEDULES.
3. VEHICLES ARE PERMITTED TO ONLY TEMPORARILY PARK IN THE DESIGNATED CONTRACTOR
CONSTRUCTION STAGING AND STORAGE AREA AND OTHER AREAS APPROVED BY THE
CONTRACTING OFFICER. THE CREW MUST PARK ELSEWHERE.
4. SOIL STOCKPILES ARE ALLOWED ONLY WITHIN THE CONTRACTOR STAGING AND STORAGE AREAS IDENTIFIED ON THIS PLAN. SOIL STOCKPILES MUST BE LOCATED AT LEAST 75 FEET FROM THE TOP
OF SLOPE AS DEFINED BY NATIONAL RESOURCE PROTECTION ACT (NRPA) REGULATIONS.
5. SOIL DISTURBANCE BEYOND WHAT IS INDICATED ON DRAWINGS IS PROHIBITED WITHIN 75 FEET OF THE TOP OF SLOPE AS DEFINED BY NATIONAL RESOURCE PROTECTION ACT (NRPA) REGULATIONS.
OFFICE TRAILER 1
(TYP)6
(OPTION 9)
#48
EXISTING FIRE HYDRANT
(SEE GENERAL SHEET
NOTE 16)
EXISTING PIV (SEE
GENERAL SHEET
NOTE 16)
EXISTING PIV (SEE
GENERAL SHEET NOTE 16)
(TYP)3
OHD
OHD OHD OHD
OHD
OHD
(LIMIT OF)
MAINTAIN ACCESS TO PARKING SPACES AT ALL TIMES THROUGHOUT CONSTRUCTION. SEE GENERAL SHEET NOTE 12 FOR ADDITIONAL PARKING SPACES REQUIRING ACCESS ADJACENT TO BUILDING 60.
FOR COMMANDER NAVFAC
SEAL
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SHEET
NAVFAC DRAWING NO.
DESIGNER
DRAWN BY
CHECKED BY
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
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A V
A L F
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IN
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G S
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T E
M S
C O
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A N
D
DRAWFORM REVISION: 14 SEP 2023
DESIGN MANAGER
PROJECT MANAGER
FEAD/PM&E
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
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S
E N
G
IN
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G S
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UNCLASSIFIED
UNCLASSIFIED
U N
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ACTIVITY
S Y
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T. CARLETON
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PROPOSED CONSTRUCTION SEQUENCE STRATEGY
GENERAL CONSTRUCTION SEQUENCE NOTES GENERAL CONSTRUCTION SEQUENCE ELECTRICAL SERVICE SEQUENCE WATER SERVICE SEQUENCE STRUCTURAL SEQUENCE
HAZARDOUS MATERIALS SEQUENCE TELECOMMUNICATIONS SEQUENCE STEAM/HOT WATER SEQUENCE
SEWER SEQUENCE FIRE ALARM SEQUENCE COMPRESSED AIR SEQUENCE
SPRINKLER SEQUENCE
1. COORDINATE OUTAGE COORDINATION MEETING. REFER TO
SPECIFICATION SECTION 01 30 00.00 22 ADMINISTRATIVE REQUIREMENTS
(PWD ME).
2. IDENTIFY AND PROTECT TIER 1 UTILITIES INCLUDING: UNDERGROUND
WATER LINE. ENSURE PROTECTION OF THESE SYSTEMS UNTIL
PERMANENT SYSTEMS ARE IN PLACE, TESTED, AND OPERATIONAL.
3. COORDINATE BUILDING 60 ROAD, PARKING, AND UTILITY OUTAGES.
4. SALVAGE AND PROTECT HISTORIC ITEMS TO REMAIN.
5. HAZARDOUS MATERIALS MANAGEMENT/ABATEMENT.
6. DEMOLITION AND REMOVALS.
7. STRUCTURAL AND EARTHWORK BELOW SLAB.
8. REMAINING STRUCTURAL REPAIRS/REINFORCEMENTS.
9. CONSTRUCT ELEVATOR.
10. BUILDING ENVELOPE REPAIRS (SIDING/ROOFING REPLACEMENT, WINDOW
RESTORATION, DOOR RESTORATION, AND MASONRY REPAIRS).
11. REMAINING BUILDING CONSTRUCTION AND RENOVATIONS.
12. RECONNECTION OF UTILITIES.
1. PROVIDE WORK PLAN AND HAZARDOUS MATERIALS SEQUENCE.
INCLUDE INFORMATION REGARDING SEQUENCE OF GENERAL
SCOPE ITEMS BELOW AND COORDINATE WITH REMOVALS AND
NEW CONSTRUCTION WORK.
A. ACM VINYL FLOORING ABATEMENT/REMOVAL.
B. ACM PIPE INSULATION ABATEMENT/REMOVAL.
C. ACM DEBRIS ABATEMENT AT UTILITY TRENCH.
D. INDUSTRIAL EQUIPMENT REMOVALS RELATED HEAVY
METALS RESIDUE/ABATEMENT/REMOVAL.
E. PAINT MANAGEMENT (HEAVY METALS) AT HISTORIC
MASONRY WALLS AND WOOD FLOOR/CEILING
STRUCTURES.
1. COORDINATE SEWER OUTAGE AT BUILDING 60.
2. COORDINATE SEWER OUTAGE TO BUILDING 62/62A WHILE WATER
SERVICE TO BUILDING 60 IS BEING RECONSTRUCTED AND
BUILDING 62/62A WATER SERVICE IS RECONNECTED. END
BUILDING 62/62A SEWER OUTAGE WHEN WATER SERVICE TO
BUILDING 62/62A IS RESTORED.
3. REMOVE EXISTING BUILDING 60 PLUMBING SYSTEMS.
4. PROVIDE BUILDING 60 PLUMBING SYSTEMS.
5. END SEWER OUTAGE AND COORDINATE SEWER ONAGE TO
BUILDING 60.
1. COORDINATE SPRINKLER OUTAGE AND TEMPORARY PROTECTIVE
MEASURES FOR BUILDING 60.
2. DISCONNECT SPRINKLER SYSTEM.
3. REMOVE SPRINKLER SYSTEM.
4. PROVIDE BUILDING 60 SPRINKLER SYSTEM, INCLUDING FIRE PUMP AND
BACK UP GENERATOR.
1. COORDINATE FIRE ALARM OUTAGE AND TEMPORARY PROTECTIVE
MEASURES FOR BUILDING 60.
2. DISCONNECT FIRE ALARM SYSTEM.
3. REMOVE FIRE ALARM SYSTEM.
4. PROVIDE BUILDING 60 FIRE ALARM AND MASS NOTIFICATION SYSTEM.
1. PROVIDE CONTINUOUS TELEPHONE SERVICE TO EXISTING TRAILER 2.
2. [BASE BID] PROTECT EXISTING NETWORK N AND P, AND TELEPHONE
SERVICES SERVING BUILDING 60. [OPTION 11] REMOVE EXISTING
NETWORK N AND P SERVICES SERVING B60 AND PROVIDE REPLACEMENT
SERVICES FROM B86A AND B13, RESPECTIVELY.
3. PROVIDE NETWORK P SERVICE FROM B59.
4. OPTION 11: PROVIDE NETWORK P SERVICE FROM B13 AND NETWORK N
SERVICE FROM B86A.
5. PROVIDE TELECOMMUNICATIONS SYSTEMS WITHIN BUILDING 60.
6. REESTABLISH TELEPHONE SERVICE TO EXISTING TRAILER 2.
1. PROVIDE CONTINUOUS POWER FROM LOAD CENTER 4 TO MAINTAIN
POWER TO EXISTING TRAILER 1, EXISTING TRAILER 2, AND TO PROVIDE
REQUIRED TEMPORARY CONSTRUCTION POWER. FOR BIDDING
PURPOSES, ASSUME TAPPING OFF ONE SET OF EXISTING FEEDER
CONDUCTORS FOR TEMPORARY POWER DISTRIBUTION. COORDINATE
WITH THE CONTRACTING OFFICER.
2. DISCONNECT POWER TO EV CHARGING STATIONS. CHARGING STATIONS
TO REMAIN.
3. DISCONNECT AND REMOVE EXISTING ELECTRICAL DISTRIBUTION SYSTEM
WITHIN BUILDING 60.
4. [OPTION 9] CONSTRUCT DUCTBANK BETWEEN LOAD CENTER 4 AND
BUILDING 60. COORDINATE PARTIAL ROAD AND PARKING OUTAGES TO
ACCOMMODATE THE CONSTRUCTION OF THE DUCTBANK.
5. PROVIDE ELECTRICAL DISTRIBUTION SYSTEM WITHIN BUILDING 60.
6. REESTABLISH TEMPORARY POWER FROM BUILDING 60 TO EXISTING
TRAILER 1 AND EXISTING TRAILER 2.
7. RECONNECT EV CHARGING STATIONS TO BUILDING 60 POWER.
8. REMOVE B60 TEMPORARY POWER.
1. COORDINATE WATER OUTAGES FOR BUILDING 60 AND BUILDING 62A.
REFER TO OUTAGE SCHEDULE NOTES ON SHEET G-008.
2. COORDINATE ROAD AND PARKING OUTAGES. MAINTAIN EMERGENCY
VEHICLE ACCESS DURING WORK ON IN ROAD.
3. COMPLETE RECONSTRUCTION OF WATER SERVICES AND CONNECT TO
EXISTING.
4. FOR BUILDING 62/62A, COORDINATE WATER ONAGE AND END OUTAGE.
5. REMOVE EXISTING INTERIOR WATER DISTRIBUTION SYSTEM WITHIN
BUILDING 60.
6. PROVIDE INTERIOR WATER DISTRIBUTION SYSTEM.
7. COMPLETE CONNECTIONS TO BUILDING 60 PLUMBING.
8. FOR BUILDING 60, COORDINATE WATER ONAGE AND END OUTAGE.
1. COORDINATE STEAM/HOT WATER OUTAGE AND ROAD OUTAGE.
2. COORDINATE ROAD AND PARKING OUTAGES. MAINTAIN EMERGENCY
VEHICLE ACCESS DURING WORK IN ROAD.
3. TERMINATE EXISTING STEAM/HOT WATER SERVICE TO BUILDING 60.
4. PROVIDE STEAM UTILITY CONNECTION FOR SERVICE TO BUILDING
60.
5. END ROAD AND PARKING OUTAGES.
6. REMOVE STEAM EQUIPMENT AND ASSOCIATED HOT WATER PIPING
THROUGHOUT BUILDING 60.
7. PROVIDE STEAM/HOT WATER SERVICE EQUIPMENT AND
ASSOCIATED PIPING THROUGHOUT BUILDING 60.
8. COMPLETE STEAM SERVICE CONNECTION TO BUILDING 60.
9. COORDINATE BUILDING 60 STEAM/HOT WATER ONAGE AND END
OUTAGE.
1. COORDINATE COMPRESSED AIR OUTAGE FOR BUILDING 60.
2. TERMINATE EXISTING COMPRESSED AIR SERVICE TO BUILDING 292.
3. PROVIDE AIR UTILITY CONNECTION WITH SHUT-OFF VALVE FOR SERVICE
TO BUILDING 60.
4. REMOVE COMPRESSED AIR PIPING THROUGHOUT BUILDING 60.
5. PROVIDE COMPRESSED AIR PIPING AND SPECIALTIES THROUGHOUT
BUILDING 60.
6. COMPLETE COMPRESSED AIR SERVICE CONNECTION TO BUILDING 60.
7. COORDINATE BUILDING 60 COMPRESSED AIR ONAGE AND END OUTAGE.
1. REFER TO SEQUENCE OF STRUCTURAL WORK ON STRUCTURAL SHEETS.1. CONSTRUCTION SEQUENCES IDENTIFIED ON THIS SHEET ARE
PROVIDED AS A GENERAL PROJECT SEQUENCE OVERVIEW AND ARE
NOT INTENDED TO DICTATE THE SEQUENCE OF WORK. SUBMIT A
CONSTRUCTION SCHEDULE AND COORDINATED OUTAGE/WORK PLANS
DETAILING THE TIMING, SCHEDULE, AND IMPLEMENTATION OF THE
WORK TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL
PRIOR TO START OF CONSTRUCTION ACTIVITY. REFER TO
SPECIFICATION SECTIONS 01 14 00.00 22 WORK RESTRICTIONS (PWD
ME) AND 01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES
(NAS). THESE PLANS MUST BE UPDATED AND RESUBMITTED IF THERE
ARE SCHEDULE/OUTAGE CHANGES. SEE SHEETS G-008 AND G-009 FOR
PROPOSED OUTAGE SCHEDULE. TIER 1 OUTAGES REQUIRE ADDITIONAL
GOVERNMENT REVIEW AND APPROVAL. COORDINATE WITH
CONTRACTING OFFICER.
2. SEE SHEET G-004A FOR GENERAL CONSTRUCTION, REMOVALS,
MASONRY CLEANING/REPAIR/REPOINTING, AND HAZARDOUS MATERIALS
NOTES.
3. PREVENT DAMAGE OR DISTURBANCE TO CRITICAL
EQUIPMENT/UTILITIES. COORDINATE REQUIREMENTS WITH THE
CONTRACTING OFFICER.
4. COORDINATE OCCURRENCE, TIME, AND DURATION OF INTERRUPTIONS
(OUTAGES) TO ROADWAYS, LAY DOWN AREAS, AND OTHER SITE
ELEMENTS WITH THE CONTRACTING OFFICER. OBTAIN PERMISSION
FROM CONTRACTING OFFICER THROUGH THE OUTAGE PROCESS PRIOR
TO INTERRUPTIONS OF SITE ELEMENTS.
5. COORDINATE MATERIAL AND VEHICLE MOVEMENT AROUND THE
PROJECT SITE AND ON AND OFF THE BASE WITH THE CONTRACTING
OFFICER. COORDINATE WITH OUTAGE PLAN AND CONSTRUCTION
SCHEDULE.
6. EXTERIOR ELEMENTS AND FACILITIES THAT CONTRIBUTE TO BASE
SECURITY, SUPERVISION, AND ACCESS MUST REMAIN OPERATIONAL.
PROVIDE TEMPORARY SITE SECURITY LIGHTING MEETING REQUIRED
LIGHT LEVELS DURING BUILDING 60 EXTERIOR LIGHTING WORK.
7. THE GOVERNMENT WILL RELOCATE PERSONNEL AND SELECT
EQUIPMENT PRIOR TO CONSTRUCTION. REMOVAL OF THE REMAINING
EQUIPMENT/MATERIALS ARE BY THE CONTRACTOR. SEE QD-SHEETS
FOR INDUSTRIAL EQUIPMENT REMOVAL INFORMATION.
8. COORDINATE ARCHAEOLOGICAL INVESTIGATIONS, REVIEWS, AND
REQUIRED DOCUMENTATION PERIODS PRIOR TO AND DURING
ASSOCIATED WORK ACTIVITIES INCLUDING BUT NOT LIMITED TO: WORK
AREAS REQUIRED TO HAVE ARCHAEOLOGICAL MONITORING, SEE SHEET
G-006.
1-2 HOURS
CONSTRUCTION PERIOD
8 HOURS (OFF HOURS)
FP SHEETS
B60 FIRE ALARM SYSTEM
B60 POWER
EXISTING TRAILERS
1 AND 2 POWER
B74 DC POWER
2 WEEK (OFF HOURS)
B60 SPRINKLER SYSTEM
CONSTRUCTION PERIOD B60 STEAM/HOT
WATER SERVICE
4 MONTHS
4 MONTHS
CONSTRUCTION PERIOD
2 WEEKS
6 MONTHSG-006 TRAFFIC, FIRE DEPARTMENT
ACCESS, AND PARKING
B60 COMPRESSED AIR
SERVICE
CONSTRUCTION PERIODPD SHEETS
1 DAY (OFF HOURS) B60 STEAM/HOT
WATER SERVICE
1 WEEK (OFF HOURS)
1 MONTH
8 HOURS (OFF HOURS)
ITEM
FIRE PROTECTION
REFERENCE
DESIGNATION
FP1
A WATER
B ROAD (TRAFFIC)
PURPOSE REFERENCE
LOCATION/DRAWING
MAXIMUM PERMITTED
DURATION FOR EACH OUTAGE
ITEMS AFFECTED
BY THE OUTAGE
OUTAGE SCHEDULE
CIVIL
C1
C2
SITE WORK IN STORER STREET INCLUDES WATER SERVICE RELOCATION, CONSTRUCTION OF GENERATOR, MECHANICAL PADS, BOLLARDS, REGRADING, AND PAVING.
HYDRANT FLOW TEST
(CONSTRUCTION)
CONDUCT A HYDRANT FLOW TEST AS PART OF THE PROJECT REQUIREMENTS FOR THE SPRINKLER SYSTEMS
FP2 FIRE ALARM BUILDING 60 FIRE ALARM SYSTEM IS BEING REMOVED AND REPLACED
FP3 FIRE SPRINKLER SYSTEM
ELECTRICAL
E1 B60 POWER
B74 DC POWER PERMANENT
WATER ROAD/TRAFFIC
MECHANICAL
M1 STEAM/HOT WATER
BUILDING 62/62A WATER SERVICE WILL BE TEMPORARILY DISCONNECTED WHILE A PORTION OF BUILDING 60'S WATER SERVICE IN STORER STREET IS REROUTED AND BUILDING 62/62A SERVICE IS RECONNECTED. SEE OUTAGE SCHEDULE NOTE 13.
B62/B2A WATER
SERVICE
ARCHITECTURAL
A1 WORK ON THE EXTERIOR OF THE BUILDING INCLUDING WINDOW REPAIR, ROOFING REPLACEMENT, AND MASONRY
RESTORATION, WILL REQUIRE ACCESS FROM TURNER ST
BUILDING 60 STEAM AND HOT WATER SYSTEM ARE BEING REMOVED AND REPLACED.
A2 WORK ON THE EXTERIOR OF THE BUILDING INCLUDING WINDOW REPAIR, ROOFING REPLACEMENT, AND MASONRY
RESTORATION, WILL REQUIRE ACCESS FROM STORER ST
PLUMBING
P1 WATER SERVICE
M2
BUILDING 60 SPRINKLER SYSTEM IS BEING REMOVED AND REPLACED
SITE WORK IN TURNER STREET INCLUDES WATER SERVICE RECONSTRUCTION, REGRADING, AND PAVING.
C3 [OPTION 9]
REMOVE DC POWER CONNECTION BETWEEN BUILDINGS 60 AND 74.E2
PROVIDE TEMPORARY POWER PANELS AND TRANSFORMERS TO PROVIDE POWER NEEDED FOR CONSTRUCTION SERVICES AS WELL AS TEMPORARY POWER TO THE EXISTING TRAILERS 1 AND 2. FOR BIDDING PURPOSES, ASSUME REUSE OF EXISTING
FEEDER CONDUCTORS, FOR TEMPORARY POWER.
A3 WORK ON THE EXTERIOR OF THE BUILDING INCLUDING WINDOW REPAIR, ROOFING REPLACEMENTAND MASONRY RESTORATION
WILL REQUIRE ACCESS ON THE SOUTH SIDE OF…
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