1826479dwg04of05_MECH.pdf
PDF 12 MB Posted
- Attached to
- Design-Bid-Build, USCG Offshore Patrol Cutters (OPC) Homeport Pier, Naval Station Newport, Newport RI
- Solicitation number
- N4008526R0001
About this file
This document is a set of mechanical construction drawings for the USCG OCR Homeport Initiative OPC Pier project located at Naval Station Newport, Rhode Island. The drawings provide comprehensive plans, sections, and details for the mechanical utilities systems required for a new pier structure, including compressed air, fresh water, and sanitary sewer force main piping systems.
The project involves installation of a 10-inch fresh water main within a utility trench with pipe insulation and heat tracing, a 2-3 inch compressed air piping system, and a 4-inch sanitary sewer forced main between the pier structure and fender with insulation and jacketing. Key components include dry-barrel fire hydrants with specific outlet configurations, butterfly valves for isolation, pipe anchors and guides, thermal and structural expansion joints, and dual sanitary inline pump systems housed in heated mechanical utility enclosures. The design also specifies a packaged compressed air enclosure with two air compressors, desiccant dryers, and a 400-gallon air receiver as a bid option. All piping must maintain a minimum 3-inch clearance from pile cap openings and be supported with stainless steel hangers and restraints. The drawings establish fire lane requirements with a 15-foot unobstructed center lane, 2.5-foot dual-use buffers on each side, and detailed specifications for deck drainage, pipe routing through utility trenches, and connections to heated enclosures. The project is under Naval Facilities Engineering Systems Command Mid-Atlantic, with approval by LCDR Samuel Newton, and was revised as of February 6, 2026.
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Text version
Approved by Frank Cole USCG MASI
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
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
N A
V A
L S
T A
T
IO
N
N O
R F
O L K
V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3 :1
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S
S H
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MN
12936571
CHG HBF
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T, R
I N
A V
A L
S T
A T
IO
N
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JWJ
NEK
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GENERAL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
1 G-001 12936570 TITLE SHEET
2 G-002 12936571 INDEX OF DRAWINGS - SHEET 1 OF 2
3 G-003 12936572 INDEX OF DRAWINGS - SHEET 2 OF 2
4 G-004 12936573 GENERAL ABBREVIATIONS
5 G-101 12936574 OVERVIEW EXISTING SITE CONTROLS
6 G-102 12936575 GENERAL SITE PLAN
7 G-103 12936576 GENERAL ARRANGEMENT PLAN
8 G-104 12936577 GENERAL ARRANGEMENT SECTION
9 G-105 12936578 CONTRACTOR ACCESS ROUTE PLAN
10 G-106 12936579 MOORING ARRANGEMENT PLAN
11 G-107 12936580 BATHYMETRIC SURVEY PLAN
LIST OF SHEETS
GEOTECHNICAL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
23 B-101 12936592 ESTIMATED TOP OF WEATHERED ROCK CONTOUR PLAN
24 B-601 12936593 SOIL BORING LOGS - SHEET 1 OF 6
25 B-602 12936594 SOIL BORING LOGS - SHEET 2 OF 6
26 B-603 12936595 SOIL BORING LOGS - SHEET 3 OF 6
27 B-604 12936596 SOIL BORING LOGS - SHEET 4 OF 6
28 B-605 12936597 SOIL BORING LOGS - SHEET 5 OF 6
29 B-606 12936598 SOIL BORING LOGS - SHEET 6 OF 6
STRUCTURAL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
50 S-001 12936619 STRUCTURAL ABBREVIATION (BASE BID)
51 S-002 12936620 STRUCTURAL GENERAL NOTES - SHEET 1 OF 2 (BASE BID)
52 S-003 12936621 STRUCTURAL GENERAL NOTES - SHEET 2 OF 2 (BASE BID)
53 S-004 12936622 STRUCTURAL DESIGN LOADS AND STANDARD DETAILS - SHEET 1 OF 2
54 S-005 12936623 STRUCTURAL DESIGN LOADS AND STANDARD DETAILS - SHEET 2 OF 2
55 SD001 12936624 STRUCTURAL DEMOLITION NOTES (BASE BID)
56 SD101 12936625 OVERALL STRUCTURAL DEMOLITION PLAN (BASE BID)
57 SD102 12936626 PIER 1 DEMOLITION PLAN
58 SD103 12936627 S45N BULKHEAD DEMOLITION PLAN
59 SD104 12936628 S45S BULKHEAD DEMOLITION PLAN (BASE BID)
60 SD201 12936629 S45N BULKHEAD DEMOLITION ELEVATION
61 SD202 12936630 TEMPORARY SHEETING BULKHEAD ELEVATION
62 SD301 12936631 TYPICAL SECTION FOR PIER 1 DEMOLITION (BASE BID)
63 SD302 12936632 TYPICAL SECTION FOR BULKHEAD DEMOLITION
64 SD303 12936633 SECTION OF DEMOLITION AT S45N BULKHEAD (BASE BID)
65 SD501 12936634 MISCELLANEOUS DEMOLITION DETAILS
66 SD601 12936635 PIER 1 AND S45N BULKHEAD DEMOLITION PHOTOGRAPHS (BASE BID)
67 SD602 12936636 S45N BULKHEAD DEMOLITION PHOTOGRAPHS (BASE BID)
68 S-101 12936637 OVERALL BULKHEAD PLAN (BASE BID)
69 S-102 12936638 GENERAL DECK PLAN
70 S-103 12936639 PILE PLAN - SHEET 1 OF 7
71 S-104 12936640 PILE PLAN - SHEET 2 OF 7
72 S-105 12936641 PILE PLAN - SHEET 3 OF 7
73 S-106 12936642 PILE PLAN - SHEET 4 OF 7
74 S-107 12936643 PILE PLAN - SHEET 5 OF 7
75 S-108 12936644 PILE PLAN - SHEET 6 OF 7
76 S-109 12936645 PILE PLAN - SHEET 7 OF 7
77 S-110 12936646 FRAMING PLAN - SHEET 1 OF 7
78 S-111 12936647 FRAMING PLAN - SHEET 2 OF 7
79 S-112 12936648 FRAMING PLAN - SHEET 3 OF 7
80 S-113 12936649 FRAMING PLAN - SHEET 4 OF 7
81 S-114 12936650 FRAMING PLAN - SHEET 5 OF 7
82 S-115 12936651 FRAMING PLAN - SHEET 6 OF 7
83 S-116 12936652 FRAMING PLAN - SHEET 7 OF 7
84 S-117 12936653 CONCRETE PLANKS PLAN - SHEET 1 OF 7
85 S-118 12936654 CONCRETE PLANKS PLAN - SHEET 2 OF 7
86 S-119 12936655 CONCRETE PLANKS PLAN - SHEET 3 OF 7
87 S-120 12936656 CONCRETE PLANKS PLAN - SHEET 4 OF 7
88 S-121 12936657 CONCRETE PLANKS PLAN - SHEET 5 OF 7
89 S-122 12936658 CONCRETE PLANKS PLAN - SHEET 6 OF 7
90 S-123 12936659 CONCRETE PLANKS PLAN - SHEET 7 OF 7
91 S-124 12936660 DECK PLAN - SHEET 1 OF 7
92 S-125 12936661 DECK PLAN - SHEET 2 OF 7
93 S-126 12936662 DECK PLAN - SHEET 3 OF 7
94 S-127 12936663 DECK PLAN - SHEET 4 OF 7
95 S-128 12936664 DECK PLAN - SHEET 5 OF 7
96 S-129 12936665 DECK PLAN - SHEET 6 OF 7
97 S-130 12936666 DECK PLAN - SHEET 7 OF 7
98 S-131 12936667 FENDER PILE PLAN - SHEET 1 OF 6
99 S-132 12936668 FENDER PILE PLAN - SHEET 2 OF 6
STRUCTURAL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
100 S-133 12936669 FENDER PILE PLAN - SHEET 3 OF 6
101 S-134 12936670 FENDER PILE PLAN - SHEET 4 OF 6
102 S-135 12936671 FENDER PILE PLAN - SHEET 5 OF 6
103 S-136 12936672 FENDER PILE PLAN - SHEET 6 OF 6
104 S-137 12936673 DECK DRAINAGE PLAN - SHEET 1 OF 2
105 S-138 12936674 DECK DRAINAGE PLAN - SHEET 2 OF 2
106 S-201 12936675 PIER SOUTHERN ELEVATION - SHEET 1 OF 3
107 S-202 12936676 PIER SOUTHERN ELEVATION - SHEET 2 OF 3
108 S-203 12936677 PIER SOUTHERN ELEVATION - SHEET 3 OF 3
109 S-204 12936678 PIER NORTHERN ELEVATION - SHEET 1 OF 3
110 S-205 12936679 PIER NORTHERN ELEVATION - SHEET 2 OF 3
111 S-206 12936680 PIER NORTHERN ELEVATION - SHEET 3 OF 3
112 S-207 12936681 REPAIRED S45N BULKHEAD ELEVATION & PIER 1 SECTION
113 S-208 12936682 S45S BULKHEAD ELEVATION (BASE BID)
114 S-301 12936683 PIER LONGITUDINAL SECTIONS - SHEET 1 OF 2
115 S-302 12936684 PIER LONGITUDINAL SECTIONS - SHEET 2 OF 2
116 S-303 12936685 PIER ABUTMENT & APPROACH SLAB LONGITUDINAL SECTION
117 S-304 12936686 LONGITUDINAL SECTIONS AT UTILITY TRENCH
118 S-305 12936687 LONGITUDINAL SECTION CROSS UTILITY TRENCH AT ABUTMENT
119 S-306 12936688 PIER ABUTMENT & UTILITY TRENCH TRANSVERSE SECTION
120 S-307 12936689 PIER TRANSVERSE SECTIONS - SHEET 1 OF 5
121 S-308 12936690 PIER TRANSVERSE SECTIONS - SHEET 2 OF 5
122 S-309 12936691 PIER TRANSVERSE SECTIONS - SHEET 3 OF 5
123 S-310 12936692 PIER TRANSVERSE SECTIONS - SHEET 4 OF 5
124 S-311 12936693 PIER TRANSVERSE SECTIONS - SHEET 5 OF 5
125 S-401 12936694 ABUTMENT & LANDSIDE FRAMING PART PLAN
126 S-402 12936699 OUTBOARD SUBSTATION PART PLAN
127 S-403 12936700 INBOARD SUBSTATION PART PLAN
128 S-404 12936697 S45S BULKHEAD PART PLAN & SECTION (BASE BID)
129 S-501 12936698 TURBIDITY CURTAIN NOTES & DETAILS (BASE BID)
130 S-502 12936699 PILE DETAILS - CONCRETE-FILLED STEEL PIPE PILES
131 S-503 12936704 PILE DETAILS - STEEL PILES
132 S-504 12936701 CONCRETE PILE CAP DETAILS - SHEET 1 OF 3
133 S-505 12936706 CONCRETE PILE CAP DETAILS - SHEET 2 OF 3
134 S-506 12936703 CONCRETE PILE CAP DETAILS - SHEET 3 OF 3
135 S-507 12936708 REINFORCED BOLLARD FOUNDATION DETAILS
136 S-508 12936705 REINFORCEMENT DETAILS FOR CONCRETE BLOCKOUT AT BENT 43 - SHEET 1 OF 2
137 S-509 12936706 REINFORCEMENT DETAILS FOR CONCRETE BLOCKOUT AT BENT 43 - SHEET 2 OF 2
138 S-510 12936707 CONCRETE DUCTBANK REINFORCEMENT DETAILS
139 S-511 12936708 REINFORCEMENT DETAILS
140 S-512 12936709 CONCRETE BEAM DETAILS
141 S-513 12936710 TYPICAL PIER DUCTBANK DETAILS
142 S-514 12936711 LANDSIDE PIPE PILES CONNECTION DETAILS
143 S-515 12936712 PRECAST CONCRETE PLANK DETAILS
144 S-516 12936713 CONDUITS AND FITTINGS AT EXPANSION JOINT
145 S-517 12936714 PRECAST MANHOLE DETAILS
146 S-518 12936715 UTILITY TRENCH COVER DETAILS
147 S-519 12936716 FENDER SYSTEM DETAILS - SHEET 1 OF 2
148 S-520 12936717 FENDER SYSTEM DETAILS - SHEET 2 OF 2
149 S-521 12936718 PIPE SUPPORT DETAILS
150 S-522 12936719 MISCELLANEOUS SECTIONS & DETAILS - SHEET 1 OF 2
151 S-523 12936720 MISCELLANEOUS SECTIONS & DETAILS - SHEET 2 OF 2
152 S-524 12936721 S45N BULKHEAD MODIFICATION DETAILS - SHEET 1 OF 2
153 S-525 12936722 S45N BULKHEAD MODIFICATION DETAILS - SHEET 2 OF 2
154 S-526 12936723 S45S BULKHEAD DETAILS - SHEET 1 OF 3 (BASE BID)
155 S-527 12936724 S45S BULKHEAD DETAILS - SHEET 2 OF 3 (BASE BID)
156 S-528 12936725 S45S BULKHEAD DETAILS - SHEET 3 OF 3 (BASE BID)
157 S-529 12936730 AIR COMPRESSOR FOUNDATION & STEEL FRAME PART PLAN
158 S-530 12936727 AIR COMPRESSOR DETAILS
159 S-531 12936728 AIR COMPRESSOR FOUNDATION DETAILS
160 S-532 12936729 AIR COMPRESSOR STAIRS ACCESS DETAILS - SHEET 1 OF 2
161 S-533 12936730 AIR COMPRESSOR STAIRS ACCESS DETAILS - SHEET 2 OF 2
162 S-534 12936731 15KV SWITCHGEAR STRUCTURE DETAILS
163 S-601 12936732 STEEL PILE SCHEDULE
164 S-602 12936733 FENDER PILE SCHEDULE - SHEET 1 OF 2
165 S-603 12936734 FENDER PILE SCHEDULE - SHEET 2 OF 2
DREDGE SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
30 CN101 12936599 OVERALL DREDGING PLAN (BASE BID)
31 CN301 12936600 DREDGING SECTIONS - SHEET 1 OF 3 (BASE BID)
32 CN302 12936601 DREDGING SECTIONS - SHEET 2 OF 3 (BASE BID)
33 CN303 12936602 DREDGING SECTIONS - SHEET 3 OF 3 (BASE BID)
HAZARDOUS MATERIALS SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
12 H-101 12936581 HAZARDOUS MATERIALS NOTES & PLAN
CIVIL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
34 C-001 12936603 CIVIL LEGEND, ABBREVIATIONS & GENERAL NOTES (BASE BID)
35 C-002 12936604 GENERAL NOTES (BASE BID)
36 CD101 12936605 SITE DEMOLITION PLAN (BASE BID)
37 CD102 12936606 UTILITY DEMOLITION PLAN - PIER 1 LAND SIDE (BASE BID)
38 C-101 12936607 SITE PLAN (BASE BID)
39 C-102 12936608 UTILITY PLAN - PIER 1 LAND SIDE (BASE BID)
40 C-103 12936613 COMPOSITE UTILITY LAYOUT PLAN - PIER 1 LANDSIDE (BASE BID)
41 C-201 12936610 UTILITY PROFILES - SHEET 1 OF 2
42 C-202 12936611 UTILITY PROFILES - SHEET 2 OF 2 (BASE BID)
43 C-501 12936612 EROSION CONTROL NOTES & DETAILS (BASE BID)
44 C-502 12936613 SITE DETAILS - SHEET 1 OF 6 (BASE BID)
45 C-503 12936614 SITE DETAILS - SHEET 2 OF 6
46 C-504 12936615 SITE DETAILS - SHEET 3 OF 6
47 C-505 12936616 SITE DETAILS - SHEET 4 OF 6
48 C-506 12936617 SITE DETAILS - SHEET 5 OF 6
49 C-507 12936618 SITE DETAILS - SHEET 6 OF 6
SURVEY SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
13 V-001 12936582 CODDINGTON COVE EXISTING CONDITIONS OVERVIEW
14 V-101 12936583 EXISTING CONDITIONS - PIER 2 LANDSIDE
15 V-102 12936584 EXISTING CONDITIONS - PIER 1 LANDSIDE
16 V-103 12936585 EXISTING CONDITIONS - RETENTION POND
17 V-104 12936586 EXISTING CONDITIONS - NOAA BUILDING
18 V-105 12936587 EXISTING CONDITIONS - PIER 1 SHEET 1 OF 5
19 V-106 12936588 EXISTING CONDITIONS - PIER 1 SHEET 2 OF 5
20 V-107 12936589 EXISTING CONDITIONS - PIER 1 SHEET 3 OF 5
21 V-108 12936590 EXISTING CONDITIONS - PIER 1 SHEET 4 OF 5
22 V-109 12936591 EXISTING CONDITIONS - PIER 1 SHEET 5 OF 5
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
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
N A
V A
L S
T A
T
IO
N
N O
R F
O L K
V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:3 :1
P
M
A u to d e s k D o c s /2
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G O
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G-003
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O R
T
IN
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IV
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P
IE
R
IN
D
E X
O F
D R
A W
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S
S H
E E
T
O F
MN
12936572
CHG HBF
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T, R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
G -0
ELECTRICAL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
190 E-001 12936759 ELECTRICAL LEGEND, ABBREVIATIONS & GENERAL NOTES
191 E-101 12936760 ELECTRICAL DECK PLAN - SHEET 1 OF 7
192 E-102 12936761 ELECTRICAL DECK PLAN - SHEET 2 OF 7
193 E-103 12936762 ELECTRICAL DECK PLAN - SHEET 3 OF 7
194 E-104 12936763 ELECTRICAL DECK PLAN - SHEET 4 OF 7
195 E-105 12936764 ELECTRICAL DECK PLAN - SHEET 5 OF 7
196 E-106 12936765 ELECTRICAL DECK PLAN - SHEET 6 OF 7
197 E-107 12936766 ELECTRICAL DECK PLAN - SHEET 7 OF 7
198 E-108 12936767 ELECTRICAL SITE PLAN - PIER 2
199 E-109 12936768 ELECTRICAL SITE PLAN - PIER 1
200 E-110 12936769 ELECTRICAL SITE PLAN - NOAA BUILDING
201 E-111 12936770 ELECTRICAL SITE PLAN - BUILDING 76
202 E-112 12936771 CATHODIC PROTECTION PILE PLAN
203 E-113 12936772 GROUNDING PLAN - PIER WEST
204 E-114 12936773 GROUNDING PLAN - PIER EAST
205 E-115 12936774 LIGHTNING PROTECTION PLAN - PIER WEST
206 E-116 12936775 LIGHTNING PROTECTION PLAN - PIER EAST
207 E-401 12936776 SUBSTATION P1W PART PLAN & ELEVATION
208 E-402 12936777 SUBSTATION P1E PART PLAN & ELEVATION
209 E-403 12936778 SUBSTATION GROUNDING PART PLANS
210 E-404 12936779 SUBSTATION P1W VAULT PART PLAN & ELEVATION
211 E-405 12936780 SUBSTATION P1E VAULT PART PLAN & ELEVATION
212 E-501 12936781 MANHOLE & DUCTBANK DETAILS
213 E-502 12936782 15KV SWITCHGEAR STRUCTURE DETAILS
214 E-503 12936783 POWER MOUND DETAILS - SHEET 1 OF 2
215 E-504 12936784 POWER MOUND DETAILS - SHEET 2 OF 2
216 E-505 12936785 METERING SYSTEM DETAILS - SHEET 1 OF 3
217 E-506 12936786 METERING SYSTEM DETAILS - SHEET 2 OF 3
218 E-507 12936787 METERING SYSTEM DETAILS - SHEET 3 OF 3
219 E-508 12936788 LUMINAIRE SCHEDULE & DETAILS
220 E-509 12936789 HIGH MAST LIGHTING DETAILS
221 E-510 12936790 SUBSTATION P1E SWITCHGEAR ELEVATIONS
222 E-511 12936791 SUBSTATION P1W SWITCHGEAR ELEVATIONS
223 E-512 12936792 MISCELLANEOUS DETAILS - SHEET 1 OF 2
224 E-513 12936793 MISCELLANEOUS DETAILS - SHEET 2 OF 2
225 E-514 12936794 HEAT TRACE CABINET & DETAILS
226 E-601 12936795 PRIMARY & DEMOLITION ONE LINE DIAGRAM
227 E-602 12936796 PIER ONE LINE DIAGRAM - EAST
228 E-603 12936797 PIER ONE LINE DIAGRAM - WEST
229 E-604 12936798 COMMUNICATIONS ONE LINE DIAGRAM
230 E-605 12936799 MANHOLE SCHEDULE & FOLDOUT DIAGRAMS
231 E-606 12936800 MINI POWER CENTER PANEL SCHEDULES
232 E-607 12936801 SWITCHGEAR BREAKER CONTROL DIAGRAM
233 E-608 12936802 HEAT TRACE ONE LINE DIAGRAM & SCHEDULES
234 E-609 12936803 LIGHTING CONTROL DIAGRAMS
235 E-610 12936804 SUBSTATION P1E SWITCHGEAR SCHEDULE
236 E-611 12936805 SUBSTATION P1W SWITCHGEAR SCHEDULE
237 E-612 12936806 SUBSTATION P1E PANEL SCHEDULES
238 E-613 12936807 SUBSTATION P1W PANEL SCHEDULES
239 E-614 12936808 FEEDER SCHEDULE - SHEET 1 OF 2
240 E-615 12936809 FEEDER SCHEDULE - SHEET 2 OF 2
MECHANICAL SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
166 M-001 12936735 MECHANICAL LEGEND, ABBREVIATIONS & GENERAL NOTES
167 M-101 12936736 MECHANICAL PLAN - SHEET 1 OF 7
168 M-102 12936737 MECHANICAL PLAN - SHEET 2 OF 7
169 M-103 12936738 MECHANICAL PLAN - SHEET 3 OF 7
170 M-104 12936739 MECHANICAL PLAN - SHEET 4 OF 7
171 M-105 12936740 MECHANICAL PLAN - SHEET 5 OF 7
172 M-106 12936741 MECHANICAL PLAN - SHEET 6 OF 7
173 M-107 12936742 MECHANICAL PLAN - SHEET 7 OF 7
174 M-301 12936743 MECHANICAL LONGITUDINAL SECTIONS - SHEET 1 OF 2
175 M-302 12936744 MECHANICAL LONGITUDINAL SECTIONS - SHEET 2 OF 2
176 M-303 12936745 MECHANICAL TRANSVERSE SECTIONS
177 M-401 12936746 MECHANICAL COMPRESSED AIR ENCLOSURE - PART PLAN
178 M-402 12936747 REDUCED PRESSURE BACKFLOW PREVENTER DETAILS
179 M-501 12936748 NORTHERN MECHANICAL ENCLOSURE DETAILS
180 M-502 12936749 SOUTHERN MECHANICAL ENCLOSURE DETAILS
181 M-503 12936750 PIER HEATED ENCLOSURE - SANITARY AND FRESH WATER
182 M-504 12936751 PIPE SUPPORT DETAILS - SHEET 1 OF 2
183 M-505 12936752 PIPE SUPPORT DETAILS - SHEET 2 OF 2
184 M-506 12936753 MECHANICAL ENCLOSURE VFD PUMP CONTROLLER DETAILS
185 M-601 12936754 MECHANICAL PIPE SCHEDULES
186 M-701 12936755 COMPRESSED AIR SCHEMATIC (BID OPTION)
187 M-702 12936756 COMPRESSED AIR HEAT RECOVERY SCHEMATIC
188 M-703 12936757 POTABLE FRESH WATER (FW) SCHEMATIC
189 M-901 12936758 MECHANICAL UTILITIES ISOMETRIC VIEWS
ELECTRICAL SUBSTATION 1 SHEET INDEX
SHEET NO.
NAVFAC DWG. NO. SHEET TITLENO. SHEET
241 ES101 12936810 ELECTRICAL SITE PLAN - SUBSTATION 1
242 ES102 12936811 SUBSTATION 1 PLAN VIEW
243 ES501 12936812 BREAKER 152-11 ELEVATION VIEW
244 ES601 12936813 SUBSTATION 1 SINGLE LINE DIAGRAM
245 ES602 12936814 BREAKER 152-11 SCHEMATIC DIAGRAM
246 ES603 12936815 BREAKER 152-11 DIGITAL CONTROL DIAGRAM
247 ES604 12936816 BREAKER 152-11 COMMUNICATIONS DIAGRAM
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P
EQUIPMENT TYPE
SCHEDULED EQUIPMENT TAG NOT REQUIRING ELECTRICAL CONNECTIVITY
SCHEDULED EQUIPMENT TAG REQUIRING ELECTRICAL CONNECTIVITY
EQUIPMENT NUMBER
EQUIPMENT TYPE
EQUIPMENT NUMBER
DETAIL NUMBER
DRAWING NUMBER OF DETAIL LOCATION
DETAIL CALLOUT
X
X
NOTE CALLOUT
NEW WORK KEYNOTE NUMBER
T
X
X
SECTION DESIGNATION
DRAWING NUMBER
LIMIT OF SECTION
REVISION NUMBER
TEMPERATURE SENSOR OR THERMOSTAT
NEW WORK INDICATED BY A HEAVY LINE-WEIGHT
NEW WORK -PIPE IN TRENCH
FLANGE
PIPE REDUCER
DIRECTION OF FLOW
DIRECTION OF DOWNWARD PITCH
CAP ON END OF PIPE
STRAINER
BALL VALVE
CHECK VALVE
BUTTERFLY VALVE
PIPELINE ANCHOR
ALIGNMENT GUIDE
GLOBE VALVE
RISER UP
RISER DOWN
BRANCH-TOP CONNECTION
TEE DOWN
TEE
UNION
GENERAL SYMBOLOGY PIPING LEGEND
DOUBLE ARC EXPANSION JOINT
HOSE END BALL VALVE WITH CAP AND CHAIN
DISCONNECT FROM EXISTING
XX
XX
XX
XX
CONNECT TO EXISTING
AXIAL MOVEMENT EXPANSION JOINT
PRESSURE GAUGEP
AIR FLOW
X
1. FOR MECHANICAL ABBREVIATIONS, LEGEND & GENERAL NOTES, SEE
DRAWING M-001.
2. SEE CIVIL DRAWINGS FOR EXISTING TIE-IN LOCATIONS AND
UNDERGROUND UTILITY LOCATIONS.
3. PROVIDE ALL PIPING INSIDE UTILITY TRENCH MUST BE PITCHED TO
DRAIN WITH INSULATION AND HEAT TRACING. SEE ELECTRICAL
DRAWINGS FOR HEAT TRACE.
4. PROVIDE LOW POINT DRAINS WHERE NECESSARY TO PROVIDE
COMPLETE DRAINAGE. EVERY LOW POINT DRAIN MUST BE
ACCESSIBLE.
5. LOCATE SERVICE CONNECTIONS WITHIN MARINE GRADE
WEATHERPROOF ENCLOSURE.
6. PROVIDE STAINLESS STEEL HANGERS, BRACING, AND RESTRAINTS
FOR ALL PIPING, INCLUDING PIPING IN THE UTILITY TRENCH AND
BELOW THE PIER DECK.
7. PROVIDE AIR COMPRESSOR ENCLOSURE, EQUIPMENT, PIPING AND
ACCESSORIES AS A BID OPTION.
8. ALL SUPPORT STEEL PIPING LOCATED WITHIN THE PIER TRENCH AND
LOCATED OUTSIDE OF THE TRENCH MUST BE 316SS.
9. PIPE SUPPORTS SHOWN IN PLAN AND ELEVATION ARE FOR
GRAPHICAL REPRESENTATION. QUANTITY OF SUPPORTS MUST BE
LOCATED BASED ON SPACING AND LOCATIONS REQUIRED PER
SUPPORT SCHEDULE AND SPECIFICATIONS.
10. COMPRESSED AIR AND FRESH WATER PIPING IN UTILITY TRENCHES
TO MAINTAIN (3 IN) MINIMUM CLEARANCE OF PILE CAP OPENING.
GENERAL NOTES:
FIRE LANE
CENTERLINE
2' -6
'-0
4" SOLID YELLOW
ROAD MARKING
50' (TYP)
2' -6
F
IR
E L
A N
E D
O N
O T
B
LO
C K
F
IR
E L
A N
E D
O N
O T
B
LO
C K
12" HIGH LETTERING W/ 4" FONT
SPACING IN
YELLOW ROAD MARKING
COMPOUND (TYP)
'-0
2'-6"
45.0°
LINE MARKING DIMENSIONS
SHOWN ARE MEASURED
OUTSIDE-TO-OUTSIDE OF LINES.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:0
:5
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
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U S
C G
-1
-M
.r v t
M-001
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
M E
C H
A N
IC
A
L
LE
G E
N D
, A B
B R
E V
IA
TI
O N
S
G E
N E
R A
L N
O
TE
S
TJE
12936735
SAS IB
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
M -0
AFF ABOVE FINISHED FLOOR
APD AIR PRESSURE DROP
ATFP ANTI TERRORISM FORCE PROTECTION
ATV ATMOSPHERIC VENT
AVG AVERAGE
B BERTH
BLDG BUILDING
BOP BOTTOM OF PIPE
BTU BRITISH THERMAL UNIT
BTUH BTU PER HOUR
CA COMPRESSED AIR
CF CUBIC FEET
CFM CUBIC FEET PER MINUTE
CL CENTERLINE
CO CLEAN-OUT
CONC CONCRETE
CONN CONNECTION
CONTR CONTRACTOR
D DRAIN OR DEPTH
DD DRY DOCK
DEG DEGREE
DIA DIAMETER
DIM DIMENSION
DN DOWN
EA EXHAUST AIR DAMPER
EF EXHAUST FAN
EJ EXPANSION JOINT
EL, ELEV ELEVATION
ELEC ELECTRICAL
EXIS EXISTING
EXP EXPANSION
F FAHRENHEIT
FC FLEXIBLE CONNECTION
FCO FLOOR CLEAN-OUT
FH FIRE HYDRANT
FP FIRE PROTECTION
FPM FEET PER MINUTE
FRP FIBERGLASS REINFORCED PLASTIC
FT FEET
FW FRESH WATER
G GUIDE
G GUIDE
GAL GALLONS
GALV GALVANIZED
GPM GALLONS PER MINUTE
H HEIGHT
HD HEAD
HDPE HIGH DENSITY POLYETHYLENE
HOR HORIZONTAL
HP HORSEPOWER OR HIGH POINT
HR HOUR
HZ HERTZ (FREQUENCY)
ID INSIDE DIAMETER
ID INSIDE DIAMETER
IN INCHES
INV INVERT
KW KILOWATT
L LENGTH
LAT LEAVING AIR TEMPERATURE
LB POUND
LF LINEAR FEET
LP LOW POINT
LT LEFT
MAWP MAXIMUM ALLOWABLE WORKING PRESSURE
MAX MAXIMUM
MBH THOUSAND BTUH
MD MOTORIZED DAMPER
MECH MECHANICAL
MFR MANUFACTURER
MH MANHOLE
MHW MEAN HIGH WATER
MIN MINIMUM
N/A NOT APPLICABLE
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NORMALLY OPEN
No. NUMBER
ABBREVIATIONS
NPT NATIONAL PIPE THREAD
NTS NOT TO SCALE
OAD OUTSIDE AIR DAMPER
OD OUTSIDE DIAMETER
PCF POUNDS PER CUBIC FOOT
PCI POUNDS PER SQUARE INCH
PD PRESSURE DROP
PG PRIMARY GUIDE
PH PHASE
POS PROVIDED BY OTHER SECTION
PRV PRESSURE REDUCING VALVE
PSIA POUNDS PER SQUARE INCH ABSOLUTE
PSID POUNDS PER SQUARE INCH DIFFERENTIAL
PSIG POUNDS PER SQUARE INCH GAUGE
PT PUMP TRAP
PVC POLYVINYL CHLORIDE
QTY QUANTITY
REQ'D REQUIRED
RT RIGHT
SAN SANITARY
SC SERVICE CONNECTION
SCH SCHEDULE
SF SQUARE FEET
SJ STRUCTURAL JOINT
SQ SQUARE
SS SANITARY SEWER
SSFM SANITARY SEWER FORCED MAIN
SST STAINLESS STEEL
STA STATION
STL STEEL
TEMP TEMPERATURE
TOP TOP OF PIPE
TYP TYPICAL
UH UNIT HEATER
V VENT OR VOLTS (ELECTRICAL)
VEL VELOCITY
VERT VERTICAL
VIF VERIFY IN FIELD
W WATER OR WATT (ELECTRICAL)
W/ WITH
WC WATER COLUMN
WG WATER GAUGE
WPD WATER PRESSURE DROP
NOT TO SCALE
A4
FIRE LANE STRIPPING PLAN
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P
T
A
B
D
E
F
37383940414243
C
D2
M-301
C PIERL
M A
T C
H L
IN
E
S E
E A
M -1
10"ø FW
10"ø FW
FH
FH
SUBSTATION, REFER TO
ELECTRICAL DRAWINGS,
TYP
PIER LADDER, REFER TO
STRUCTURAL DRAWINGS,
TYP
10"ø FW
10"ø FW
10"ø FW
2'
6" 2'
6"
22' - 3"
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
1. PROVIDE 10" FRESH WATER MAIN IN UTILITY TRENCH. PROVIDE PIPE
INSULATION AND JACKETING. REFER TO ELECTRICAL DRAWINGS FOR
HEAT TRACE REQUIREMENTS.
2. PROVIDE DRY-BARREL FIRE HYDRANT WITH 6" INLET, AND ONE 4-1/2"
HOSE OUTLET AND TWO 2-1/2" HOSE OUTLET CONNECTIONS.
3. PROVIDE PIPE GUIDE (TYPICAL). REFER TO DETAILS ON M-504 AND
M-505 FOR PIPE GUIDE REQUIREMENTS.
4. PROVIDE PIPE ANCHOR (TYPICAL). REFER TO DETAIL ON M-504.
5. PROVIDE 10'' RUBBER SEATED BUTTERFLY VALVE WITHIN TRENCH
FOR ISOLATION OF FRESH WATER PIPING MAIN. PROVIDE 3/4" DRAIN
WITH BALL VALVE, CAP AND CHAIN ON BOTH SIDES OF THE
ISOLATION VALVE FOR DRAINING OF THE PIPE MAIN.
6. MANHOLE LOCATION FOR VALVE ACCESS. REFER TO STRUCTURAL
DRAWINGS FOR FURTHER DETAILS.
7. PROVIDE 10" FRESH WATER MAIN OUTSIDE OF UTILITY TRENCH AND
ABOVE THE PIER. PROVIDE PIPE INSULATION AND JACKETING. REFER
TO ELECTRICAL DRAWINGS FOR HEAT TRACE REQUIREMENTS.
8. PROVIDE MECHANICAL SLEEVE AND SEAL AT PIPE PENETRATION
INTO TRENCH. REFER TO DETAIL A3 ON M-504 AND A4 ON M-505.
9. REFER TO DETAIL A4 ON M-001 FOR DIMENSIONAL CONTROL
INFORMATION REGARDING THE FIRE LANE STRIPPING PLAN.
SHEET KEYNOTES:
1. FOR MECHANICAL ABBREVIATIONS, LEGEND & GENERAL NOTES, SEE
DRAWING M-001.
2. COMPRESSED AIR AND FRESH WATER PIPING IN UTILITY TRENCHES
TO MAINTAIN 3" MINIMUM CLEARANCE OF PILE CAP OPENING.
GENERAL SHEET NOTES:
1. PROVIDE A TOTAL AVAILABLE FIRE LANE WIDTH OF 20'.
2. RETAIN AND MARK A 15' WIDE UNOBSTRUCTED FIRE LANE.
3. PROVIDE A MARKED 2'-6" "DUAL USE" BUFFER ON BOTH SIDES OF
THE 15' WIDE UNOBSTRUCTED FIRE LANE.
4. THE CENTER 15' MUST REMAIN UNOBSTRUCTED. ENCROACHMENT
INTO THE "DUAL USE" BUFFER BY CRANES IS ACCEPTABLE.
5. AT LEAST 13'-6" NOMINAL VERTICAL CLEARANCE MUST BE PROVIDED
AND MAINTAINED OVER THE FULL WIDTH OF THE FIRE LANE.
6. THE ANGLE OF APPROACH MUST NOT EXCEED 8 DEGREES AT ANY
POINT. MINIMUM INSIDE TURN RADIUS MUST BE 25' AND MINIMUM
OUTSIDE TURN RADIUS MUST BE 50'.
7. IF TEMPORARY ADJUSTMENTS ARE REQUIRED TO MOVE THE FIRE
LANE TO ALLOW FOR ATYPICAL CRANE USE,
MAINTENANCE/DELIVERY TRUCK ACCESS, ETC. THEN A SOP MUST
BE PREPARED FOR EACH INSTANCE.
8. FIRE LANE MARKINGS MUST BE OF MATERIAL COMPATIBLE WITH
THE CONCRETE SURFACE, DOT APPROVED FOR HIGHWAYS OR
APPROVED EQUIVALENT.
9. FIRE LANE MARKINGS MUST BE OF SLIP RESISTANT MATERIAL.
FIRE LANE GENERAL NOTES:
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:0
:5
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-M
.r v t
M-101
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
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R
M E
C H
A N
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A
L P
LA
N
S
H E
E T
O
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TJE
12936736
SAS IB
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
M -1
PLAN
NORTH
SCALE: 1/8" = 1'-0"
MECHANICAL UTILITIES PLAN - SHEET 1 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P
2"ø CA
3"ø FW
C2
M-303
C2
M-301
A3
M-303
A
B
D
E
F
30313233343536
C
(TYP)
(TYP)
(TYP)
(TYP)
(TYP)3"ø FW
(TYP)
GUARD
POSTS, TYP
C PIERL
M A
T C
H L
IN
E
S E
E A
M -1
M A
T C
H L
IN
E
S E
E A
M -1
2"ø CA
2"ø CA
GUARD
POSTS, TYP
(TYP)
(TYP)
15 15
10"ø FW
10"ø FW 4"ø SSFM2"ø CA
4"ø SSFM
SJ-1
SJ-2
SJ-3
SJ-4
SJ-5
SJ-6
EJ-1
EJ-2
POWER MOUND, REFER TO
ELECTRICAL DRAWINGS,
TYP
POWER MOUND, REFER TO
ELECTRICAL DRAWINGS,
TYP
4"ø SSFM
4" SSFM CO
4" SSFM CO
10"ø FW
10"ø FW 4"ø SSFM
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
1. PROVIDE 2" COMPRESSED AIR PIPE WITHIN UTILITY TRENCH.
2. PROVIDE 2" COMPRESSED AIR BRANCH PIPE IN TRENCH WITH
SHUTOFF VALVE. CONTINUE TO HEATED MECHANICAL UTILITY
ENCLOSURE.
3. PROVIDE 10" FRESH WATER MAIN IN UTILITY TRENCH. PROVIDE PIPE
INSULATION AND JACKET. REFER TO ELECTRICAL DRAWINGS FOR
HEAT TRACE REQUIREMENTS.
4. PROVIDE 3" FRESH WATER BRANCH PIPE IN TRENCH WITH SHUTOFF
VALVE. CONTINUE TO HEATED MECHANICAL UTILITY ENCLOSURE.
PROVIDE INSULATION, AND JACKETING. REFER TO ELECTRICAL
DRAWINGS FOR HEAT TRACE REQUIREMENTS.
5. PROVIDE 4" SANITARY FORCED MAIN BETWEEN PIER STRUCTURE
AND FENDER. PROVIDE INSULATION AND JACKETING. REFER TO
ELECTRICAL DRAWINGS FOR HEAT TRACE REQUIREMENTS.
6. PROVIDE 4" SANITARY CLEAN OUT ALONGSIDE PIER.
7. PROVIDE PIPE ANCHOR (TYPICAL). REFER TO DETAIL ON M-504.
8. PROVIDE PIPE GUIDE (TYPICAL). REFER TO DETAIL ON M-504.
9. PROVIDE AXIAL MOVEMENT THERMAL EXPANSION JOINT. PROVIDE
PIPE GUIDE ON EACH SIDE OF JOINT (TYPICAL).
10. PROVIDE 3" FRESH WATER RISER UP TO MECHANICAL UTILITY
ENCLOSURE. PROVIDE WATER METERING AND ACCESSORIES.
PROVIDE SHORE CONNECTION WITH REDUCED PRESSURE ZONE
BACKFLOW PREVENTER. REFER TO PIER UTILITY WATER SERVICE
ENTRY ON C1/M-505.
11. PROVIDE 4" SANITARY PIPE TO MECHANICAL UTILITY ENCLOSURE.
PROVIDE DUAL SANITARY INLINE PUMPS.
12. PROVIDE 2" COMPRESSED AIR RISER UP TO MECHANICAL UTILITY
ENCLOSURE. PROVIDE FOUR 3/4" QUICK CONNECT OUTLETS AT
UTILITY STATION.
13. PROVIDE STRUCTURAL MOVEMENT PIPE JOINT AT PIER EXPANSION
JOINT. PROVIDE ANCHOR ON EACH SIDE OF THE JOINT.
14. REFER TO NORTHERN ENCLOSURE DETAILS OF THE SANITARY
SEWER, WATER, AND COMPRESSED AIR ON M-501.
15. REFER TO SOUTHERN ENCLOSURE DETAILS OF THE SANITARY
SEWER, WATER, AND COMPRESSED AIR ON M-502.
16. PROVIDE MANUFACTURER CONTROL ENCLOSURE WITH VFDs
SUPPORTING THE DUPLEX SANITARY PUMP SYSTEM. PROVIDE
STAINLESS STEEL UNISTRUT MOUNTING SUPPORT FOR ENCLOSURE
MOUNTING.
17. PROVIDE 10'' RUBBER SEATED BUTTERFLY VALVE WITHIN TRENCH
FOR ISOLATION OF FRESH WATER PIPING MAIN. PROVIDE 3/4" DRAIN
WITH BALL VALVE, CAP AND CHAIN ON BOTH SIDES OF THE
ISOLATION VALVE FOR DRAINING OF THE PIPE MAIN.
18. PROVIDE 2" BALL VALVE WITHIN TRENCH FOR ISOLATION OF
COMPRESSED AIR PIPING MAIN. PROVIDE 3/4" BLOW DOWN WITH
BALL VALVE, CAP AND CHAIN ON BOTH SIDES OF THE ISOLATION
VALVE.
19. MANHOLE LOCATION FOR VALVE ACCESS. REFER TO STRUCTURAL
DRAWINGS FOR FURTHER DETAILS.
20. PROVIDE 4" SSFM SPOOL PIECE FOR ACCESS TO REMOVABLE
TRENCH COVERS.
21. REFER TO DETAIL A4 ON M-001 FOR DIMENSIONAL CONTROL
INFORMATION REGARDING THE FIRE LANE STRIPPING PLAN.
SHEET KEYNOTES:
1. FOR MECHANICAL ABBREVIATIONS, LEGEND & GENERAL NOTES, SEE
DRAWING M-001.
2. COMPRESSED AIR AND FRESH WATER PIPING IN UTILITY TRENCHES
TO MAINTAIN 3" MINIMUM CLEARANCE OF PILE CAP OPENING.
GENERAL SHEET NOTES:
1. PROVIDE A TOTAL AVAILABLE FIRE LANE
WIDTH OF 20'.
2. RETAIN AND MARK A 15' WIDE
UNOBSTRUCTED FIRE LANE.
3. PROVIDE A MARKED 2'-6" "DUAL USE"
BUFFER ON BOTH SIDES OF THE 15' WIDE
UNOBSTRUCTED FIRE LANE.
4. THE CENTER 15' MUST REMAIN
UNOBSTRUCTED. ENCROACHMENT INTO
THE "DUAL USE" BUFFER BY CRANES IS
ACCEPTABLE.
5. AT LEAST 13'-6" NOMINAL VERTICAL
CLEARANCE MUST BE PROVIDED AND
MAINTAINED OVER THE FULL WIDTH OF THE
FIRE LANE.
6. THE ANGLE OF APPROACH MUST NOT
EXCEED 8 DEGREES AT ANY POINT.
MINIMUM INSIDE TURN RADIUS MUST BE 25'
AND MINIMUM OUTSIDE TURN RADIUS MUST
BE 50'.
7. IF TEMPORARY ADJUSTMENTS ARE
REQUIRED TO MOVE THE FIRE LANE TO
ALLOW FOR ATYPICAL CRANE USE,
MAINTENANCE/DELIVERY TRUCK ACCESS,
ETC. THEN A SOP MUST BE PREPARED FOR
EACH INSTANCE.
8. FIRE LANE MARKINGS MUST BE OF
MATERIAL COMPATIBLE WITH THE
CONCRETE SURFACE, DOT APPROVED FOR
HIGHWAYS OR APPROVED EQUIVALENT.
9. FIRE LANE MARKINGS MUST BE OF SLIP
RESISTANT MATERIAL.
FIRE LANE
GENERAL NOTES:
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:0
:0
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-M
.r v t
M-102
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
M E
C H
A N
IC
A
L P
LA
N
S
H E
E T
O
F
TJE
12936737
SAS IB
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
M -1
PLAN
NORTH
SCALE: 1/8" = 1'-0"
MECHANICAL UTILITIES PLAN - SHEET 2 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P
10"ø FW
B2
M-301
A
B
D
E
F
242526272829
C
(TYP)
2"ø CA
6 (TYP)
C PIERL
M A
T C
H L
IN
E
S E
E A
M -1
M A
T C
H L
IN
E
S E
E A
M -1
(TYP)
(TYP)
10"ø FW
(TYP)
4"ø SSFM
FH
FH
2"ø CA
EJ-4
EJ-3
EJ-7
EJ-6
EJ-5
EJ-8
(TYP)
PIER LADDER, REFER TO
STRUCTURAL DRAWINGS,
TYP
PIER LADDER, REFER TO
STRUCTURAL DRAWINGS,
TYP
4"ø SSFM
4" SSFM CO
4" SSFM CO
4" SSFM CO
4" SSFM CO
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
SHEET KEYNOTES:
1. PROVIDE 2" COMPRESSED AIR MAIN WITHIN UTILITY TRENCH.
2. PROVIDE 10" FRESH WATER MAIN IN UTILITY TRENCH. PROVIDE
PIPE INSULATION AND JACKET. REFER TO ELECTRICAL DRAWINGS
FOR HEAT TRACE REQUIREMENTS.
3. PROVIDE PIPE GUIDE ON EACH SIDE OF THE EXPANSION JOINT
(TYPICAL). REFER TO DETAIL ON M-504.
4. PROVIDE 4" SANITARY FORCED MAIN BETWEEN PIER STRUCTURE
AND FENDER. PROVIDE INSULATION AND JACKETING. REFER TO
ELECTRICAL DRAWINGS FOR HEAT TRACE REQUIREMENTS.
5. PROVIDE 4" SANITARY CLEAN OUT ALONGSIDE PIER.
6. PROVIDE PIPE ANCHOR (TYPICAL). REFER TO DETAIL ON M-504.
7. PROVIDE AXIAL MOVEMENT THERMAL EXPANSION JOINT
(TYPICAL). PROVIDE GUIDE ON EACH SIDE OF JOINT.
8. PROVIDE DRY-BARREL FIRE HYDRANT WITH 6" INLET, AND ONE
4-1/2" HOSE OUTLET AND TWO 2-1/2" HOSE OUTLET
CONNECTIONS.
9. REFER TO DETAIL A4 ON M-001 FOR DIMENSIONAL CONTROL
INFORMATION REGARDING THE FIRE LANE STRIPPING PLAN.
1. FOR MECHANICAL ABBREVIATIONS, LEGEND & GENERAL NOTES, SEE
DRAWING M-001.
2. COMPRESSED AIR AND FRESH WATER PIPING IN UTILITY TRENCHES
TO MAINTAIN 3" MINIMUM CLEARANCE OF PILE CAP OPENING.
GENERAL SHEET NOTES:
1. PROVIDE A TOTAL AVAILABLE FIRE LANE WIDTH OF 20'.
2. RETAIN AND MARK A 15' WIDE UNOBSTRUCTED FIRE LANE.
3. PROVIDE A MARKED 2'-6" "DUAL USE" BUFFER ON BOTH SIDES OF
THE 15' WIDE UNOBSTRUCTED FIRE LANE.
4. THE CENTER 15' MUST REMAIN UNOBSTRUCTED. ENCROACHMENT
INTO THE "DUAL USE" BUFFER BY CRANES IS ACCEPTABLE.
5. AT LEAST 13'-6" NOMINAL VERTICAL CLEARANCE MUST BE PROVIDED
AND MAINTAINED OVER THE FULL WIDTH OF THE FIRE LANE.
6. THE ANGLE OF APPROACH MUST NOT EXCEED 8 DEGREES AT ANY
POINT. MINIMUM INSIDE TURN RADIUS MUST BE 25' AND MINIMUM
OUTSIDE TURN RADIUS MUST BE 50'.
7. IF TEMPORARY ADJUSTMENTS ARE REQUIRED TO MOVE THE FIRE
LANE TO ALLOW FOR ATYPICAL CRANE USE,
MAINTENANCE/DELIVERY TRUCK ACCESS, ETC. THEN A SOP MUST
BE PREPARED FOR EACH INSTANCE.
8. FIRE LANE MARKINGS MUST BE OF MATERIAL COMPATIBLE WITH
THE CONCRETE SURFACE, DOT APPROVED FOR HIGHWAYS OR
APPROVED EQUIVALENT.
9. FIRE LANE MARKINGS MUST BE OF SLIP RESISTANT MATERIAL.
FIRE LANE GENERAL NOTES:
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:0
:0
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-M
.r v t
M-103
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
M E
C H
A N
IC
A
L P
LA
N
S
H E
E T
O
F
TJE
12936738
SAS IB
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
M -1
PLAN
NORTH
SCALE: 1/8" = 1'-0"
MECHANICAL UTILITIES PLAN - SHEET 3 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P
10"ø FW
2"ø CA
10"ø FW
A2
M-301
A
B
D
E
F
17181920212223
C
(TYP)
(TYP)
2"ø CA
C PIERL
M A
T C
H L
IN
E
S E
E A
M -1
M A
T C
H L
IN
E
S E
E A
M -1
(TYP)
(TYP)
4"ø SSFM
4"ø SSFM
FH
FH
SJ-11
SJ-12
SJ-7
SJ-9
SJ-8
SJ-10
(TYP)
4"ø SSFM
(TYP)
2"ø CA
10"ø FW
4"ø SSFM
2"ø CA
10"ø FW
4" SSFM
CO
4" SSFM
CO
4" SSFM
CO
4" SSFM
CO
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
SHEET KEYNOTES:
1. PROVIDE 2" COMPRESSED AIR MAIN WITHIN UTILITY TRENCH.
2. PROVIDE 10" FRESH WATER MAIN IN UTILITY TRENCH. PROVIDE PIPE
INSULATION AND JACKET. REFER TO ELECTRICAL DRAWINGS FOR HEAT
TRACE REQUIREMENTS.
3. PROVIDE DRY-BARREL FIRE HYDRANT WITH 6" INLET, AND ONE 4-1/2"
HOSE OUTLET AND TWO 2-1/2" HOSE OUTLET CONNECTIONS.
4. PROVIDE 4" SANITARY FORCED MAIN BETWEEN PIER STRUCTURE AND
FENDER. PROVIDE INSULATION AND JACKETING. REFER TO ELECTRICAL
DRAWINGS FOR HEAT TRACE REQUIREMENTS.
5. PROVIDE 4" SANITARY CLEAN OUT ALONGSIDE PIER.
6. PROVIDE PIPE ANCHOR (TYPICAL). REFER TO DETAIL ON M-504.
7. PROVIDE PIPE GUIDE (TYPICAL). REFER TO DETAIL ON M-504.
8. PROVIDE STRUCTURAL MOVEMENT PIPE JOINT AT PIER EXPANSION
JOINT. PROVIDE ANCHOR ON EACH SIDE OF THE JOINT.
9. REFER TO DETAIL A4 ON M-001 FOR DIMENSIONAL CONTROL
INFORMATION REGARDING THE FIRE LANE STRIPPING PLAN.
1. FOR MECHANICAL ABBREVIATIONS, LEGEND & GENERAL NOTES, SEE
DRAWING M-001.
2. COMPRESSED AIR AND FRESH WATER PIPING IN UTILITY TRENCHES
TO MAINTAIN 3" MINIMUM CLEARANCE OF PILE CAP OPENING.
GENERAL SHEET NOTES:
1. PROVIDE A TOTAL AVAILABLE FIRE LANE WIDTH OF 20'.
2. RETAIN AND MARK A 15' WIDE UNOBSTRUCTED FIRE LANE.
3. PROVIDE A MARKED 2'-6" "DUAL USE" BUFFER ON BOTH SIDES OF
THE 15' WIDE UNOBSTRUCTED FIRE LANE.
4. THE CENTER 15' MUST REMAIN UNOBSTRUCTED. ENCROACHMENT
INTO THE "DUAL USE" BUFFER BY CRANES IS ACCEPTABLE.
5. AT LEAST 13'-6" NOMINAL VERTICAL CLEARANCE MUST BE PROVIDED
AND MAINTAINED OVER THE FULL WIDTH OF THE FIRE LANE.
6. THE ANGLE OF APPROACH MUST NOT EXCEED 8 DEGREES AT ANY
POINT. MINIMUM INSIDE TURN RADIUS MUST BE 25' AND MINIMUM
OUTSIDE TURN RADIUS MUST BE 50'.
7. IF TEMPORARY ADJUSTMENTS ARE REQUIRED TO MOVE THE FIRE
LANE TO ALLOW FOR ATYPICAL CRANE USE,
MAINTENANCE/DELIVERY TRUCK ACCESS, ETC. THEN A SOP MUST
BE PREPARED FOR EACH INSTANCE.
8. FIRE LANE MARKINGS MUST BE OF MATERIAL COMPATIBLE WITH
THE CONCRETE SURFACE, DOT APPROVED FOR HIGHWAYS OR
APPROVED EQUIVALENT.
9. FIRE LANE MARKINGS MUST BE OF SLIP RESISTANT MATERIAL.
FIRE LANE GENERAL NOTES:
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:0
:0
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-M
.r v t
M-104
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
M E
C H
A N
IC
A
L P
LA
N
S
H E
E T
O
F
TJE
12936739
SAS IB
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
M -1
PLAN
NORTH
SCALE: 1/8" = 1'-0"
MECHANICAL UTILITIES PLAN - SHEET 4 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P
2"ø CA 3"ø FW
2"ø CA
D2
M-303
D2
M-302
A
B
D
E
F
10111213141516
C
(TYP)
(TYP)
(TYP)
2"ø CA
10"ø FW
2"ø CA
C PIERL
M A
T C
H L
IN
E
S E
E A
M -1
M A
T C
H L
IN
E
S E
E A
M -1
(TYP)
(TYP)
(TYP)
(TYP)
2"ø CA
2"ø CA
4"ø SSFM
4"ø SSFM
4"ø SSFM
3"ø FW4"ø SSFM
EJ-13
EJ-12
EJ-14
EJ-10
EJ-9
EJ-11
SJ-17
SJ-18
SJ-16
SJ-13
SJ-15
SJ-14
4"ø SSFM
PIER LADDER, REFER TO
STRUCTURAL DRAWINGS,
TYP
10"ø FW
4"ø SSFM
PIER LADDER, REFER TO
STRUCTURAL DRAWINGS,
TYP
POWER MOUND, REFER TO
ELECTRICAL DRAWINGS,
TYP
POWER MOUND, REFER TO
ELECTRICAL DRAWINGS,
TYP
GUARD
POSTS, TYP
GUARD
POSTS, TYP
4" SSFM
CO
4" SSFM
CO
10"ø FW
(TYP)
(TYP)
M A
T C
H L
IN
E
S E
E A
M -1
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
SHEET KEYNOTES:
1. PROVIDE 2" COMPRESSED AIR MAIN WITHIN UTILITY TRENCH.
2. PROVIDE 10" FRESH WATER MAIN IN UTILITY TRENCH.
PROVIDE PIPE INSULATION AND JACKET. REFER TO
ELECTRICAL DRAWINGS FOR HEAT TRACE REQUIREMENTS.
3. PROVIDE 4" SANITARY FORCED MAIN BETWEEN PIER
STRUCTURE AND FENDER. PROVIDE INSULATION AND
JACKETING. REFER TO ELECTRICAL DRAWINGS FOR HEAT
TRACE REQUIREMENTS.
4. PROVIDE 4" SANITARY CLEAN OUT ALONGSIDE PIER
5. PROVIDE PIPE ANCHOR (TYPICAL). REFER TO DETAIL ON
M-504.
6. PROVIDE PIPE GUIDE (TYPICAL). REFER TO DETAIL ON M-504.
7. PROVIDE AXIAL MOVEMENT THERMAL EXPANSION JOINT
(TYPICAL). PROVIDE GUIDE ON EACH SIDE OF JOINT.
8. PROVIDE STRUCTURAL MOVEMENT PIPE JOINT AT PIER
EXPANSION JOINT. PROVIDE ANCHOR ON EACH SIDE OF THE
JOINT.
9. PROVIDE 4" SSFM SPOOL PIECE FOR ACCESS TO REMOVABLE
TRENCH COVERS.
10. PROVIDE 2" COMPRESSED AIR BRANCH PIPE IN TRENCH WITH
SHUTOFF VALVE. CONTINUE TO HEATED MECHANICAL UTILITY
ENCLOSURE.
11. PROVIDE 3" FRESH WATER BRANCH PIPE IN TRENCH WITH
SHUTOFF VALVE. CONTINUE TO HEATED MECHANICAL UTILITY
ENCLOSURE. PROVIDE INSULATION AND JACKETING. REFER
TO ELECTRICAL DRAWINGS FOR HEAT TRACE
REQUIREMENTS.
12. PROVIDE 3" FRESH WATER RISER UP TO MECHANICAL UTILITY
ENCLOSURE. PROVIDE WATER METERING AND ACCESSORIES.
SHIP CONNECTIONS WITH REDUCED PRESSURE ZONE
BACKFLOW PREVENTER. REFER TO PIER UTILITY WATER
SERVICE ENTRY ON C1/M-505.
13. PROVIDE 4" SANITARY PIPE TO MECHANICAL UTILITY
ENCLOSURE. PROVIDE DUAL SANITARY INLINE PUMPS.
14. PROVIDE 2" COMPRESSED AIR RISER UP TO MECHANICAL
UTILITY ENCLOSURE. PROVIDE FOUR 3/4" QUICK CONNECT
OUTLETS AT UTILITY STATION.
15. REFER TO NORTHERN ENCLOSURE DETAILS OF THE
SANITARY SEWER, WATER, AND COMPRESSED AIR ON M-501.
16. REFER TO SOUTHERN ENCLOSURE DETAILS OF THE
SANITARY SEWER, WATER, AND COMPRESSED AIR ON M-502.
17. PROVIDE MANUFACTURER CONTROL ENCLOSURE WITH VFDs
SUPPORTING THE DUPLEX SANITARY PUMP SYSTEM.
PROVIDE STAINLESS STEEL UNISTRUT MOUNTING SUPPORT
FOR ENCLOSURE MOUNTING.
18. PROVIDE 10" RUBBER SEATED BUTTERFLY VALVE WITHIN
TRENCH FOR ISOLATION OF FRESH WATER PIPING MAIN.
PROVIDE 3/4" DRAIN WITH BALL VALVE, CAP AND CHAIN ON
BOTH SIDES OF THE ISOLATION VALVE FOR DRAINING OF THE
PIPE MAIN.
19. PROVIDE 2" BALL VALVE WITHIN TRENCH FOR ISOLATION OF
COMPRESSED AIR PIPING MAIN. PROVIDE 3/4" BLOW DOWN
WITH BALL VALVE, CAP AND CHAIN ON BOTH SIDES OF THE
ISOLATION VALVE.
20. MANHOLE LOCATION FOR VALVE ACCESS. REFER TO
STRUCTURAL DRAWINGS FOR FURTHER DETAILS.
21. REFER TO DETAIL A4 ON M-001 FOR DIMENSIONAL CONTROL
INFORMATION REGARDING THE FIRE LANE STRIPPING PLAN.
1. FOR MECHANICAL ABBREVIATIONS, LEGEND & GENERAL NOTES, SEE
DRAWING M-001.
2. COMPRESSED AIR AND FRESH WATER PIPING IN UTILITY TRENCHES
TO MAINTAIN 3" MINIMUM CLEARANCE OF PILE CAP OPENING.
GENERAL SHEET NOTES:
1. PROVIDE A TOTAL AVAILABLE FIRE LANE
WIDTH OF 20'.
2. RETAIN AND MARK A 15' WIDE
UNOBSTRUCTED FIRE LANE.
3. PROVIDE A MARKED 2'-6" "DUAL USE"
BUFFER ON BOTH SIDES OF THE 15' WIDE
UNOBSTRUCTED FIRE LANE.
4. THE CENTER 15' MUST REMAIN
UNOBSTRUCTED. ENCROACHMENT INTO
THE "DUAL USE" BUFFER BY CRANES IS
ACCEPTABLE.
5. AT LEAST 13'-6" NOMINAL VERTICAL
CLEARANCE MUST BE PROVIDED AND
MAINTAINED OVER THE FULL WIDTH OF THE
FIRE LANE.
6. THE ANGLE OF APPROACH MUST NOT
EXCEED 8 DEGREES AT ANY POINT.
MINIMUM INSIDE TURN RADIUS MUST BE 25'
AND MINIMUM OUTSIDE TURN RADIUS MUST
BE 50'.
7. IF TEMPORARY ADJUSTMENTS ARE
REQUIRED TO MOVE THE FIRE LANE TO
ALLOW FOR ATYPICAL CRANE USE,
MAINTENANCE/DELIVERY TRUCK ACCESS,
ETC. THEN A SOP MUST BE PREPARED FOR
EACH INSTANCE.
8. FIRE LANE MARKINGS MUST BE OF
MATERIAL COMPATIBLE WITH THE
CONCRETE SURFACE, DOT APPROVED FOR
HIGHWAYS OR APPROVED EQUIVALENT.
9. FIRE LANE MARKINGS MUST BE OF SLIP
RESISTANT MATERIAL.
FIRE LANE
GENERAL NOTES:
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
LCDR Samuel Newton ROICC
/2
/2
:0
:0
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-M
.r v t
M-105
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
TI
V
E O
P C
P
IE
R
M E
C H
A N
IC
A
L P
LA
N
S
H E
E T
O
F
TJE
12936740
SAS IB
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
M -1
PLAN
NORTH
SCALE: 1/8" = 1'-0"
MECHANICAL UTILITIES PLAN - SHEET 5 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P
T
C2
M-302
A
B
D
E
F
456789
C
(TYP)
A2
M-302
10"ø FW
2"ø CA
C PIERL
M A
T C
H L
IN
E
S E
E A
M -1
(TYP)
(TYP) (TYP)
10"ø FW
10"ø FW
FH
FH
3"ø CA
4"ø SSFM
4"ø SSFM
(TYP)
(TYP)
2"ø CA
10"ø FW
EJ-15
EJ-19
EJ-18
EJ-17
EJ-16
M A
T C
H L
IN
E
S E
E A
M -1
4" SSFM
CO
4" SSFM
CO
4" SSFM CO
4" SSFM CO
10"ø FW
2"ø CA
4"ø SSFM
PIPE CAP
SUBSTATION, REFER TO
ELECTRICAL DRAWINGS,
TYP
B2
M-303
4"ø SSFM
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
F
IR
E L
A N
E
D O
N O
T
B L
O C
K
B2
M-302
SHEET KEYNOTES:
1. PROVIDE 2" COMPRESSED AIR MAIN WITHIN UTILITY TRENCH.
2. PROVIDE 10" FRESH WATER MAIN IN UTILITY TRENCH. PROVIDE PIPE
INSULATION AND JACKET. REFER TO ELECTRICAL DRAWINGS FOR HEAT
TRACE REQUIREMENTS.
3. PROVIDE 4" SANITARY FORCED MAIN BETWEEN PIER STRUCTURE AND
FENDER. PROVIDE INSULATION AND JACKETING. REFER TO ELECTRICAL
DRAWINGS FOR HEAT TRACE REQUIREMENTS.
4. PROVIDE PIPE ANCHOR (TYPICAL). REFER TO DETAIL ON M-501.
5. PROVIDE PIPE GUIDE (TYPICAL). REFER TO DETAIL ON M-501.
6. PROVIDE AXIAL MOVEMENT THERMAL EXPANSION JOINT (TYPICAL).
PROVIDE GUIDE ON EACH SIDE OF JOINT.
7. PROVIDE 4" SANITARY CLEAN OUT ALONGSIDE PIER.
8. PROVIDE DRY-BARREL FIRE HYDRANT WITH 6" INLET, AND ONE 4-1/2" HOSE
OUTLET AND TWO 2-1/2" HOSE OUTLET CONNECTIONS.
9. PROVIDE 3" COMPRESSED AIR MAIN WITHIN UTILITY TRENCH.
10. MANHOLE LOCATION FOR VALVE ACCESS. REFER TO STRUCTURAL
DRAWINGS FOR FURTHER DETAILS.
11. PROVIDE 10" RUBBER SEATED BUTTERFLY VALVE WITHIN TRENCH FOR
ISOLATION OF FRESH WATER PIPING MAIN. PROVIDE 3/4" DRAIN WITH BALL
VALVE, CAP AND CHAIN ON BOTH SIDES OF THE ISOLATION VALVE FOR
DRAINING OF THE PIPE MAIN.
12. PROVIDE 2" BALL VALVE WITHIN THE TRENCH FOR ISOLATION OF
COMPRESSED AIR PIPING MAIN. PROVIDE 3/4" BLOW DOWN WITH BALL
VALVE, CAP AND CHAIN ON BOTH SIDES OF THE ISOLATION VALVE.
13. PROVIDE 4" SANITARY CLEAN OUT ALONGSIDE PIER.
14. REFER TO DETAIL A4 ON M-001 FOR DIMENSIONAL CONTROL INFORMATION
REGARDING THE FIRE LANE STRIPPING PLAN.
1. FOR MECHANICAL ABBREVIATIONS, LEGEND & GENERAL NOTES, SEE
DRAWING M-001.
2. COMPRESSED AIR AND FRESH WATER PIPING IN UTILITY TRENCHES
TO MAINTAIN 3" MINIMUM CLEARANCE OF PILE CAP OPENING.
GENERAL SHEET NOTES:
1. PROVIDE A TOTAL AVAILABLE FIRE LANE WIDTH OF 20'.
2. RETAIN AND MARK A 15' WIDE UNOBSTRUCTED FIRE LANE.
3. PROVIDE A MARKED 2'-6" "DUAL USE" BUFFER ON BOTH SIDES OF
THE 15' WIDE UNOBSTRUCTED FIRE LANE.
4. THE CENTER 15' MUST REMAIN UNOBSTRUCTED. ENCROACHMENT
INTO THE "DUAL USE" BUFFER BY CRANES IS ACCEPTABLE.
5. AT LEAST 13'-6" NOMINAL VERTICAL CLEARANCE MUST BE PROVIDED
AND MAINTAINED OVER THE FULL WIDTH OF THE FIRE LANE.
6. THE ANGLE OF APPROACH MUST NOT EXCEED 8 DEGREES AT ANY
POINT. MINIMUM INSIDE TURN RADIUS MUST BE 25' AND MINIMUM
OUTSIDE TURN RADIUS MUST BE 50'.
7. IF TEMPORARY ADJUSTMENTS ARE REQUIRED TO MOVE THE FIRE
LANE TO ALLOW FOR ATYPICAL CRANE USE,
MAINTENANCE/DELIVERY TRUCK ACCESS, ETC. THEN A SOP MUST
BE PREPARED FOR EACH INSTANCE.
8. FIRE LANE MARKINGS MUST BE OF MATERIAL COMPATIBLE WITH
THE CONCRETE SURFACE, DOT APPROVED FOR HIGHWAYS OR
APPROVED EQUIVALENT.
9. FIRE LANE MARKINGS MUST BE OF SLIP RESISTANT MATERIAL.
FIRE LANE GENERAL NOTES:
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
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M S
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M M
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M
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TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
06 FEB 2026
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SHEET KEYNOTES:
1. PROVIDE 3" COMPRESSED AIR MAIN WITHIN UTILITY TRENCH.
2. PROVIDE 10" FRESH WATER MAIN IN UTILITY TRENCH. PROVIDE PIPE
INSULATION AND JACKET. REFER TO ELECTRICAL DRAWINGS FOR HEAT
TRACE REQUIREMENTS.
3. PROVIDE 4" SANITARY FORCED MAIN BETWEEN PIER STRUCTURE AND
FENDER. PROVIDE INSULATION, AND JACKETING. REFER TO
ELECTRICAL DRAWINGS FOR HEAT TRACE REQUIREMENTS.
4. PROVIDE PIPE ANCHOR (TYPICAL) ON EACH SIDE OF THE EXPANSION
JOINT. REFER TO DETAIL ON M-504.
5. PROVIDE PIPE GUIDE (TYPICAL). REFER TO DETAIL ON M-504.
6. PROVIDE PACKAGED COMPRESSOR ENCLOSURE COMPLETE WITH TWO
AIR COMPRESSORS, TWO DRIERS, STORAGE TANK, ELECTRIC UNIT
HEATERS, AND VENTILATION FANS. REFER TO SCHEDULES ON M-401
AND M-701 FOR MORE INFORMATION.
7. PROVIDE 10" FRESH WATER MAIN DIRECT BURIED BELOW GRADE.
8. PROVIDE 4" SANITARY SEWER FORCE MAIN DIRECT BURIED BELOW
GRADE. OFFSET AS NEEDED TO AVOID CONFLICTS WITH SURROUNDING
STRUCTURES.
9. PROVIDE 3" SANITARY FOR UTILITY VAULTS AND COMPRESSED AIR
ENCLOSURE DRAIN. SEE CIVIL DRAWINGS FOR CONTINUATION.
10. PROVIDE 3" COMPRESSED AIR PIPE DIRECT BURIED TO PACKAGED
COMPRESSED AIR ENCLOSURE. USE PIPE DROP TO PROVIDE OFFSET
ELEVATION TO AVOID CONFLICT WITH ADJACENT BURIED UTILITIES.
11. PROVIDE SANITARY WYE WITH CLEANOUT BEFORE PENETRATING THE
SHEET PILE WALL THEN TRANSITIONING TO BURIED PIPE.
12. PROVIDE FRESH WATER AND COMPRESSED AIR TRANSITIONS FROM
TRENCH TO BURIED PIPE. PROVIDE LINK SEAL AT TRENCH END WALL AT
PENETRATION.
13. REFER TO CIVIL DRAWINGS FOR CONTINUATION OF 4" SANITARY
SEWER FORCE MAIN TO LIFT STATION.
14. REFER TO CIVIL DRAWINGS FOR CONTINUATION OF 10" FRESH WATER
AND FIRE PROTECTION MAIN BACK TO CITY POINT OF CONNECTION.
15. PROVIDE 3" CA UP FROM BELOW GRADE. UTILIZE COMPRESSOR
STRUCTURAL SUPPORTS TO HANG AND SUPPORT COMPRESSED AIR
MAIN.
16. PROVIDE 3" SAN. UP FROM BELOW GRADE. INSULATE AND HEAT-
TRACING AS NEEDED TO PROTECT SAN. PIPE FROM FREEZING. UTILIZE
COMPRESSOR STRUCTURAL SUPPORTS TO HANG AND SUPPORT
SANITARY/CONDENSATE PIPE.
17. PROVIDE 3" CA UP FROM BEFORE STRUCTURAL PLATFORM TO
COMPRESSED AIR ENCLOSURE OUTLET.
18. PROVIDE 3" SAN. UP FROM BELOW STRUCTURAL PLATFORM TO 6"
FUNNEL DRAIN WITH RIM. FINAL LOCATION TO BE COORDINATED WITH
CONDENSATE DISCHARGE FROM AIR COMPRESSOR ENCLOSURE. 3"
SAN. IS TO BE PITCHED AT SLOPE (1/8" PER 1'-0").
19. MANHOLE LOCATION FOR VALVE ACCESS. REFER TO STRUCTURAL
DRAWINGS FOR FURTHER DETAILS.
20. PROVIDE 10" RUBBER SEATED BUTTERFLY VALVE WITHIN TRENCH FOR
ISOLATION OF FRESH WATER PIPING MAIN. PROVIDE 3/4" DRAIN WITH
BALL VALVE, CAP AND CHAIN ON BOTH SIDES OF THE ISOLATION VALVE
FOR DRAINING OF THE PIPE MAIN.
21. PROVIDE 3" BALL VALVE WITHIN THE TRENCH FOR ISOLATION OF
COMPRESSED AIR PIPING MAIN. PROVIDE 3/4" BLOW DOWN WITH BALL
VALVE, CAP AND CHAIN ON BOTH SIDES OF THE ISOLATION VALVE.
22. REFER TO DETAIL A4 ON M-001 FOR DIMENSIONAL CONTROL
INFORMATION REGARDING THE FIRE LANE STRIPPING PLAN.
1. FOR MECHANICAL ABBREVIATIONS, LEGEND & GENERAL NOTES, SEE
DRAWING M-001.
2. COMPRESSED AIR AND FRESH WATER PIPING IN UTILITY TRENCHES
TO MAINTAIN 3" MINIMUM CLEARANCE OF PILE CAP OPENING.
GENERAL SHEET NOTES:
1. PROVIDE A TOTAL AVAILABLE FIRE LANE WIDTH OF 20'.
2. RETAIN AND MARK A 15' WIDE UNOBSTRUCTED FIRE LANE.
3. PROVIDE A MARKED 2'-6" "DUAL USE" BUFFER ON BOTH SIDES OF
THE 15' WIDE UNOBSTRUCTED FIRE LANE.
4. THE CENTER 15' MUST REMAIN UNOBSTRUCTED. ENCROACHMENT
INTO THE "DUAL USE" BUFFER BY CRANES IS ACCEPTABLE.
5. AT LEAST 13'-6" NOMINAL VERTICAL CLEARANCE MUST BE PROVIDED
AND MAINTAINED OVER THE FULL WIDTH OF THE FIRE LANE.
6. THE ANGLE OF APPROACH MUST NOT EXCEED 8 DEGREES AT ANY
POINT. MINIMUM INSIDE TURN RADIUS MUST BE 25' AND MINIMUM
OUTSIDE TURN RADIUS MUST BE 50'.
7. IF TEMPORARY ADJUSTMENTS ARE REQUIRED TO MOVE THE FIRE
LANE TO ALLOW FOR ATYPICAL CRANE USE,
MAINTENANCE/DELIVERY TRUCK ACCESS, ETC. THEN A SOP MUST
BE PREPARED FOR EACH INSTANCE.
8. FIRE LANE MARKINGS MUST BE OF MATERIAL COMPATIBLE WITH
THE CONCRETE SURFACE, DOT APPROVED FOR HIGHWAYS OR
APPROVED EQUIVALENT.
9. FIRE LANE MARKINGS MUST BE OF SLIP RESISTANT MATERIAL.
FIRE LANE GENERAL NOTES:
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
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: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
N A
V A
L S
T A
T
IO
N
N O
R F
O L
K V
A
AS NOTED
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