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INTERSTATE
INTERSTATE
INTERSTATE
NEW LONDON
GROTON
NORWICH
NAVSUBASE NLON
GROTON, CT
LONG ISLAND SOUND
TH
AM
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RIVE
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FISHERS
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STATE HW
Y. RTE 12
CORSAIR AVE.
76 87
564BARBEL RD
PIE
R 10
PIE
R 12
PIE
R 15
PIE
R 8
PIE
R 6
PIER 17
PIER 31
PIER 32
SHARK BLVD
TAUTOG
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ROAD
ALBACORE
CORVIN
A R
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AMBERJACK RD
GOLET
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AMBERJACK RD
PROJECT
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PIER 33
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026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
REPLACE SSN BERTHING PIER 32
NORTH
VICINITY MAP
NORTH
NORTH
LOCATION MAP
GATE 8
GATE 6
GATE 2
GATE 5
GATE 7
GATE 10
NAVAL SUBMARINE BASE NEW LONDON ~ GROTON, CONNECTICUT
NAVAL FACILITIES ENGINEERING COMMAND ~ MID-ATLANTIC
CAPITAL IMPROVEMENTS CORE - HAMPTON ROADS
PUBLIC WORKS OFFICE
SUBBASE NEW LONDON PWD
BLDG 135, GRAYLING AVE
GROTON, CT 06349-5400
CO
VE
R
SH
EE
T
G-001 12805516
AS NOTED
MCM WBT MEW
INDEX OF DRAWINGS
INDEX
NO.
SHEET
NO.
SHEET TITLE
GENERAL
1 G-001 COVER SHEET
2 G-002 INDEX OF DRAWINGS SHEET 1 OF 2
3 G-003 INDEX OF DRAWINGS SHEET 2 OF 2
4 G-004 INDEX OF REFERENCE DRAWINGS
5 G-005 ABBREVIATIONS
6 G-006 GENERAL NOTES
7 G-101 OVERALL SITE PLAN
8 G-102 CODE COMPLIANCE PLAN - PIER 32 END, FIRE LANE STRIPING PLAN
9 G-103 CODE COMPLIANCE PLAN - PIER 32 MIDDLE
10 G-104 CODE COMPLIANCE PLAN - PIER 32 LAND SIDE NORTH
11 G-105 PHASING PLAN SHEET 1 OF 11
12 G-106 PHASING PLAN SHEET 2 OF 11
13 G-107 PHASING PLAN SHEET 3 OF 11
14 G-108 PHASING PLAN SHEET 4 OF 11
15 G-109 PHASING PLAN SHEET 5 OF 11
16 G-110 PHASING PLAN SHEET 6 OF 11
17 G-111 PHASING PLAN SHEET 7 OF 11
18 G-112 PHASING PLAN SHEET 8 OF 11
19 G-113 PHASING PLAN SHEET 9 OF 11
20 G-114 PHASING PLAN SHEET 10 OF 11
21 G-115 PHASING PLAN SHEET 11 OF 11
22 G-116 CONTRACTOR ACCESS ROUTE PLAN
23 G-117 SSN 688 MOORING ARRANGEMENT PLAN
24 G-118 SSN 774 MOORING ARRANGEMENT PLAN
SURVEY
25 V-001 EXISTING CONDITIONS KEY PLAN, NOTES AND ABBREVIATIONS
26 V-101 EXISTING CONDITIONS - PIER 17 STUB
27 V-102 EXISTING CONDITIONS - PIER 32
28 V-103 EXISTING CONDITIONS - PIER 32 LANDSIDE
29 V-104 EXISTING CONDITIONS - CRANE WEIGHT HANDLING AREA
GEOTECHNICAL
30 B-101 GEOTECHNICAL INVESTIGATIONS PLAN
31 B-301 GEOLOGIC PROFILE
32 B-302 GEOLOGIC PROFILE
33 B-601 SOIL BORING LOGS SHEET 1 OF 13
34 B-602 SOIL BORING LOGS SHEET 2 OF 13
35 B-603 SOIL BORING LOGS SHEET 3 OF 13
36 B-604 SOIL BORING LOGS SHEET 4 OF 13
37 B-605 SOIL BORING LOGS SHEET 5 OF 13
38 B-606 SOIL BORING LOGS SHEET 6 OF 13
39 B-607 SOIL BORING LOGS SHEET 7 OF 13
40 B-608 SOIL BORING LOGS SHEET 8 OF 13
41 B-609 SOIL BORING LOGS SHEET 9 OF 13
42 B-610 SOIL BORING LOGS SHEET 10 OF 13
43 B-611 SOIL BORING LOGS SHEET 11 OF 13
44 B-612 SOIL BORING LOGS SHEET 12 OF 13
45 B-613 SOIL BORING LOGS SHEET 13 OF 13
CIVIL
46 C-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES
47 CD101 SITE DEMOLITION PLAN - PIER 10 LAND SIDE
48 CD102 SITE DEMOLITION PLAN - PIER 17 STUB
49 CD103 SITE DEMOLITION PLAN - PIER 32 LAND SIDE SOUTH
50 CD104 SITE DEMOLITION PLAN - PIER 32 LAND SIDE NORTH
51 CD105 SITE DEMOLITION PLAN - CRANE WEIGHT HANDLING AREA
52 CD106 UTILITY DEMOLITION PLAN - PIER 10 END
53 CD107 UTILITY DEMOLITION PLAN - PIER 10 MIDDLE
54 CD108 UTILITY DEMOLITION PLAN - PIER 10 LAND SIDE
55 CD109 UTILITY DEMOLITION PLAN - PIER 17 STUB
56 CD110 UTILITY DEMOLITION PLAN - PIER 32 END
57 CD111 UTILITY DEMOLITION PLAN - PIER 32 MIDDLE
58 CD112 UTILITY DEMOLITION PLAN - PIER 32 LAND SIDE SOUTH
59 CD113 UTILITY DEMOLITION PLAN - PIER 32 LAND SIDE NORTH
60 CD301 UTILITY DEMOLITION SECTION - PIER 10
61 CD302 UTILITY DEMOLITION SECTION - PIER 32
62 CD501 DEMOLITION DETAILS
63 C-101 SITE PLAN - PIER 17 STUB
INDEX OF DRAWINGS
INDEX
NO.
SHEET
NO.
SHEET TITLE
64 C-102 SITE PLAN - PIER 32 LAND SIDE SOUTH
65 C-103 SITE PLAN - PIER 32 LAND SIDE NORTH
66 C-104 SITE PLAN - CRANE WEIGHT HANDLING AREA
67 C-105 UTILITY PLAN - PIER 32 END
68 C-106 UTILITY PLAN - PIER 32 MIDDLE
69 C-107 UTILITY PLAN - PIER 32 LAND SIDE NORTH
70 C-108 PLAN - LAND SIDE PHASE 1 AND 2
71 C-201 UTILITY PROFILES - SHEET 1 OF 4
72 C-202 UTILITY PROFILES - SHEET 2 0F 4
73 C-203 UTILITY PROFILES - SHEET 3 OF 4
74 C-204 UTILITY PROFILES - SHEET 4 OF 4
75 C-301 UTILITY SECTIONS - SHEET 1 OF 2
76 C-302 UTILITY SECTIONS - SHEET 2 OF 2
77 C-401 UTILITY STATION PART PLAN AND SECTION NORTH
78 C-402 UTILITY STATION PART PLAN AND SECTION SOUTH
79 C-403 REDUCED PRESSURE BACKFLOW PREVENTER PART PLAN & SECTION
80 C-501 SITE DETAILS - SHEET 1 OF 2
81 C-502 SITE DETAILS - SHEET 2 OF 2
82 C-503 CRANE WEIGHT HANDLING AREA DETAILS - FENCE AND GATE
83 C-504 CRANE WEIGHT HANDLING AREA DETAILS - GUARDRAIL
84 C-505 CRANE WEIGHT HANDLING AREA - FENCE OPENINGS
85 C-506 EROSION CONTROL NOTES AND DETAILS
86 C-507 UTILITY DETAILS - SHEET 1 OF 2
87 C-508 UTILITY DETAILS - SHEET 2 OF 2
88 C-509 GUARD BOOTH PLANS AND ELEVATIONS
89 CN101 OVERALL DREDGING SITE PLAN
90 CN102 DREDGING PLAN - WINDOW 2
91 CN103 DREDGING PLAN - WINDOW 3
92 CN104 DREDGING PLAN - WINDOW 4
93 CN105 CAD CELL PLAN
94 CN301 DREDGING TYPICAL SECTIONS
95 CN302 WINDOW 2 DREDGING SECTIONS SHEET 1 OF 3
96 CN303 WINDOW 2 DREDGING SECTIONS SHEET 2 OF 3
97 CN304 WINDOW 2 DREDGING SECTIONS SHEET 3 OF 3
98 CN305 WINDOW 3 DREDGING SECTIONS SHEET 1 OF 3
99 CN306 WINDOW 3 DREDGING SECTIONS SHEET 2 OF 3
100 CN307 WINDOW 3 DREDGING SECTIONS SHEET 3 OF 3
101 CN308 WINDOW 4 DREDGING SECTIONS (BID OPTION 3)
102 CN309 CAD CELL CROSS SECTIONS SHEET 1 OF 2
103 CN310 CAD CELL CROSS SECTIONS SHEET 2 OF 2
STRUCTURAL
104 S-001 STRUCTURAL GENERAL NOTES SHEET 1 OF 3
105 S-002 STRUCTURAL GENERAL NOTES SHEET 2 OF 3
106 S-003 STRUCTURAL GENERAL NOTES SHEET 3 OF 3
107 SD001 STRUCTURAL DEMOLITION NOTES
108 SD101 OVERALL STRUCTURAL DEMOLITION PLAN
109 SD102 PIER 10 DEMOLITION PLAN (BID OPTION 1)
110 SD103 PIER 17 STUB PIER DEMOLITION PLAN (BID OPTION 2)
111 SD104 EXISTING PIER 32 DEMOLITION PLAN
112 SD105 QUAYWALL DEMOLITION PLAN AT UTILITY VAULT
113 SD106 CRANE WEIGHT TEST AREA QUAYWALL DEMOLITION PLAN (BID OPTION 5)
114 SD301 PIER 10 DEMOLITION SECTIONS (BID OPTION 1)
115 SD302 PIER 17 STUB PIER DEMOLITION SECTION (BID OPTION 2)
116 SD303 EXISTING PIER 32 DEMOLITION SECTIONS
117 SD304 QUAYWALL DEMOLITION SECTION AT UTILITY VAULT
118 SD305 CRANE WEIGHT TEST AREA QUAYWALL DEMO SECTION (BID OPTION 5)
119 SD601 PIER 10 DEMOLITION PHOTOGRAPHS SHEET 1 OF 2 (BID OPTION 1)
120 SD602 PIER 10 DEMOLITION PHOTOGRAPHS SHEET 2 OF 2 (BID OPTION 1)
121 SD603 PIER 17 STUB PIER DEMOLITION PHOTOGRAPHS (BID OPTION 2)
122 SD604 PIER 32 DEMOLITION PHOTOGRAPHS SHEET 1 OF 2
123 SD605 PIER 32 DEMOLITION PHOTOGRAPHS SHEET 2 OF 2
124 SD606 CRANE WEIGHT TEST AREA DEMOLITION PHOTOGRAPHS (BID OPTION 5)
125 S-101 OVERALL STRUCTURAL PLAN
126 S-102 PIER 32 STRUCTURAL KEY PLAN
127 S-103 PILE PLAN - AREA A
128 S-104 PILE PLAN - AREA B
129 S-105 PILE PLAN - AREA C
INDEX OF DRAWINGS
INDEX
NO.
SHEET
NO.
SHEET TITLE
130 S-106 FRAMING PLAN - AREA A
131 S-107 FRAMING PLAN - AREA B
132 S-108 FRAMING PLAN - AREA C
133 S-109 PRECAST CONCRETE PLANK PLAN - AREA A
134 S-110 PRECAST CONCRETE PLANK PLAN - AREA B
135 S-111 PRECAST CONCRETE PLANK PLAN - AREA C
136 S-112 DECK PLAN - AREA A
137 S-113 DECK PLAN - AREA B
138 S-114 DECK PLAN - AREA C
139 S-115 FENDER PILE PLAN - AREA A
140 S-116 FENDER PILE PLAN - AREA B
141 S-117 FENDER PILE PLAN - AREA C
142 S-118 DECK DRAINAGE PLAN
143 S-119 CRANE WEIGHT TEST AREA QUAYWALL PLAN (BID OPTION 5)
144 S-120 PIER 32 FLOATING SECURITY BARRIER PLAN
145 S-121 PIER 32 FLOATING SECURITY BARRIER PLAN
146 S-201 NORTH AND SOUTH ELEVATIONS
147 S-301 TYPICAL PIER SECTIONS
148 S-302 TYPICAL PIER SECTIONS
149 S-303 TYPICAL PIER SECTIONS
150 S-304 TYPICAL PIER SECTIONS
151 S-305 CRANE WEIGHT TEST AREA QUAYWALL SECTION (BID OPTION 5)
152 S-401 UTILITY VAULT PARTIAL PLAN
153 S-402 PIER 10 FENDER SYSTEM (BID OPTION 1)
154 S-403 PIER 17 STUB PIER FENDER SYSTEM (BID OPTION 2)
155 S-404 EXISTING PIER 32 FENDER SYSTEM
156 S-501 PILE DETAILS SHEET 1 OF 2
157 S-502 PILE DETAILS SHEET 2 OF 2
158 S-503 PILE CAP SECTION AND ELEVATIONS
159 S-504 PILE CAP DETAILS
160 S-505 BEAM SECTIONS AND DETAILS
161 S-506 CRANE WEIGHT TEST AREA DETAILS
162 S-507 PRECAST CONCRETE PLANK DETAILS SHEET 1 OF 2
163 S-508 PRECAST CONCRETE PLANK DETAILS SHEET 2 OF 2
164 S-509 MISCELLANEOUS SECTIONS AND DETAILS
165 S-510 MANHOLE SECTIONS AND DETAILS
166 S-511 OUTBOARD SUBSTATION PLATFORM
167 S-512 INBOARD SUBSTATION PLATFORM
168 S-513 MOORING HARDWARE DETAILS
169 S-514 MISCELLANEOUS SECTIONS AND DETAILS
170 S-515 COMPOSITE FENDER PILE DETAILS
171 S-516 COMPOSITE FENDER PILE SECTIONS
172 S-517 COMPOSITE CAMEL NOTES AND DETAILS (BID OPTION 4)
173 S-518 COMPOSITE CAMEL PLAN & ELEVATIONS (BID OPTION 4)
174 S-519 COMPOSITE CAMEL SECTIONS SHEET 1 OF 2 (BID OPTION 4)
175 S-520 COMPOSITE CAMEL SECTIONS SHEET 2 OF 2 (BID OPTION 4)
176 S-521 COMPOSITE CAMEL DETAILS (BID OPTION 4)
177 S-522 POWER CABLE JIB CRANE DETAILS SHEET 1 OF 2
178 S-523 POWER CABLE JIB CRANE DETAILS SHEET 2 OF 2
179 S-524 JIB CRANE POWER CABLE RACK DETAILS
180 S-530 BROW - PLAN AND SECTION
181 S-531 BROW - SECTIONS
182 S-532 BROW - ELEVATION, DETAIL AND SECTION
183 S-533 BROW - RETRACTABLE PLATFORM ELEVATION & SECTION
184 S-534 BROW - SWIVEL PLATFORM DETAILS
185 S-535 BROW SWIVEL PLATFORM SECTION AND DETAILS
186 S-536 BROW SUPPORT SLAB AND BEAM DETAILS
187 S-537 BROW AND POST ELEVATIONS
188 S-538 BROW SUPPORT POST DETAILS
189 S-539 BROW CONNECTION DETAILS
190 S-550 MISCELLANEOUS DETAILS SHEET 1 OF 2
191 S-551 MISCELLANEOUS DETAILS SHEET 2 OF 2
192 S-552 TURBIDITY CURTAIN NOTES AND DETAILS
193 S-601 PILE SCHEDULES
194 S-602 PIER 32 COMPOSITE FENDER PILE SCHEDULES SHEET 1 OF 2
195 S-603 PIER 32 COMPOSITE FENDER PILE SCHEDULES SHEET 2 OF 2
196 S-604 QUAYWALL POST DEMOLITION COMPOSITE FENDER PILE SCHEDULE
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
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DRAWFORM REVISION: 12 APRIL 2018
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A/E INFO
OF
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BRIAN A. KUERBITZ
01/06/20
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INDEX OF DRAWINGS
INDEX
NO.
SHEET
NO.
SHEET TITLE
STRUCTURAL UTILITY
197 SU401 BACKFLOW PREVENTER STRUCTURE PLAN AND SECTIONS
198 SU402 ELEVATED SWITCHGEAR PLATFORM PART PLAN AND SECTIONS
199 SU501 STRUCTURAL PIPE SUPPORT DETAILS
200 SU502 CRANE WEIGHT TEST PAD AND LIGHT POLE DETAILS
201 SU503 ELEVATED PLATFORM DETAILS
FIRE PROTECTION
202 F-101 FIRE PROTECTION PLAN - PIER 32 END
203 F-102 FIRE PROTECTION PLAN - PIER 32 MIDDLE
204 F-103 FIRE PROTECTION PLAN - PIER 32 LAND SIDE NORTH
205 F-401 FIRE PROTECTION CONNECTION PLANS AND SECTIONS
206 F-501 FIRE PROTECTION REDUCED PRESSURE BACKFLOW PREVENTER DETAIL
207 FA101 FIRE ALARM PLAN- PIER 32 LAND SIDE NORTH
208 FA501 FIRE ALARM DETAILS
MECHANICAL
209 M-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES
210 M-101 COMPRESSED AIR PLAN - PIER 32 LAND SIDE NORTH
211 M-501 COMPRESSED AIR DETAILS
212 M-502 PIPE SUPPORT DETAILS - SHEET 1 OF 2
213 M-503 PIPE SUPPORT DETAILS - SHEET 2 OF 2
214 M-601 COMPRESSED AIR SCHEDULES
215 M-701 HVAC SEQUENCE OF OPERATIONS
ELECTRICAL
216 E-001 LEGEND, ABBREVIATIONS AND GENERAL NOTES
217 ED101 ELECTRICAL DEMOLITION PLAN - PIER 10 END
218 ED102 ELECTRICAL DEMOLITION PLAN - PIER 10 MIDDLE
219 ED103 ELECTRICAL DEMOLITION PLAN - PIER 10 LAND SIDE
220 ED104 ELECTRICAL DEMOLITION PLAN - PIER 17 STUB
221 ED105 ELECTRICAL DEMOLITION PLAN - PIER 32 END
222 ED106 ELECTRICAL DEMOLITION PLAN - PIER 32 MIDDLE
223 ED107 ELECTRICAL DEMOLITION PLAN - PIER 32 LAND SIDE SOUTH
224 ED108 ELECTRICAL DEMOLITION PLAN - PIER 32 LAND SIDE NORTH
225 E-101 ELECTRICAL PLAN - PIER 32 END
226 E-102 ELECTRICAL PLAN - PIER 32 MIDDLE
227 E-103 ELECTRICAL PLAN - PIER 32 LAND SIDE NORTH
228 E-104 ELECTRICAL PLAN - CRANE WEIGHT HANDLING AREA
229 E-301 SECTION THROUGH PIER AND DETAILS
230 E-401 UNIT SUBSTATION NORTH P32N PART PLAN AND ELEVATION
231 E-402 UNIT SUBSTATION SOUTH P32S PART PLAN AND ELEVATION
232 E-501 MANHOLE AND DUCTBANK DETAILS
233 E-502 SF6 SWITCH PLATFORM DETAILS
234 E-503 NORTH SWITCHGEAR P32N ELEVATION DETAIL
235 E-504 SOUTH SWITCHGEAR P32N ELEVATION DETAIL
236 E-505 COMMUNICATIONS STATION DETAILS
237 E-506 UTILITY OUTLET STATION DETAILS
238 E-507 HOTEL AND TEST STATION DETAILS
239 E-508 GROUNDING PLAN AND DETAILS
240 E-509 HEAT TRACE CABINET AND DETAILS
241 E-510 AMI SYSTEM DETAILS SHEET 1 OF 3
242 E-511 AMI SYSTEM DETAILS SHEET 2 OF 3
243 E-512 AMI SYSTEM DETAILS SHEET 3 OF 3
244 E-513 LUMINAIRE SCHEDULE AND DETAILS
245 E-514 LUMINAIRE DETAILS
246 E-515 MISCELLANEOUS DETAILS
247 E-516 CCTV DETAILS
248 E-530 CATHODIC PROTECTION PILE PLAN
249 E-531 CATHODIC PROTECTION DETAILS
250 E-601 ELECTRIAL ONE LINE DIAGRAM NO. 1 - NORTH SIDE SERVICES
251 E-602 ELECTRIAL ONE LINE DIAGRAM NO. 1 - SOUTH SIDE SERVICES
252 E-603 15kV ONE LINE DIAGRAM
253 E-604 COMMUNICATIONS RISER DIAGRAM
254 E-605 RELAYING, TRANSFER AND INSTRUMENTATION ONE LINE DIAGRAM (P32N)
255 E-606 RELAYING, TRANSFER AND INSTRUMENTATION ONE LINE DIAGRAM (P32S)
256 E-607 SWITCHGEAR CONTROL DIAGRAMS
257 E-608 HEAT TRACE ONE LINE DIAGRAM AND SCHEDULES
258 E-609 LIGHTING CONTROL DIAGRAMS
259 E-610 UNIT SUBSTATION NORTH P32N SWITCHGEAR SCHEDULE
INDEX OF DRAWINGS
INDEX
NO.
SHEET
NO.
SHEET TITLE
260 E-611 UNIT SUBSTATION SOUTH P32S SWITCHGEAR SCHEDULE
261 E-612 UTILITY OUTLET STATIONS NORTH SIDE PANELBOARD SCHEDULES
262 E-613 UTILITY OUTLET STATIONS SOUTH SIDE PANELBOARD SCHEDULES
263 E-614 SWITCHGEAR NORTH HOUSE PANELBOARD SCHEDULES
264 E-615 SWITCHGEAR SOUTH HOUSE PANELBOARD SCHEDULES
265 E-616 POWER CONDUIT AND CABLE SCHEDULE
266 E-617 COMMUNICATIONS CONDUIT AND CABLE SCHEDULE
REFERENCE
267 R-001 LEGEND, SURVEY NOTES AND ABBREVIATIONS
268 R-002 CONTROL PLAN, REFERENCE SKETCHES AND DIAGRAM OF DATUM PLANE
269 R-003 UTILITY STRUCTURE DATA
270 R-004 UTILITY STRUCTURE DATA
271 R-005 UTILITY STRUCTURE DATA
272 R-006 TOPOGRAPHIC SURVEY
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
S Y
M D
E S
C R
IP
TI
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D A
TE
A
P P
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DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
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C E
S S
N B
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BM
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1565917
N40085-20-R-0037
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INDEX OF REFERENCE DRAWINGS
SHEET
NO.
SHEET TITLE
NAVFAC
DWG NO.
PIER 10
V-001 LEGEND, SURVEY NOTES AND ABBREVIATIONS -
V-002 CONTROL PLAN, REFERENCE SKETCHES AND DIAGRAM OF DATUM
PLAN -
V-003 UTILITY STRUCTURE DATA -
V-004 UTILITY STRUCTURE DATA -
V-005 UTILITY STRUCTURE DATA -
V-103 TOPOGRAPHIC SURVEY -
R-001 CONDITION OF PILES & STRINGERS PIER 10
R-002 SITE PLAN & LOCATION PLAN 803285
R-003 BORING LOGS 803286
R-004 SOUNDINGS & DREDGING PLAN 803287
R-005 DEMOLITION - STRUCTURAL 803288
R-006 DECK PLANS 803289
R-007 BENT & SLAB DETAILS 803290
R-008 BENT & SLAB DETAILS, BENTS 4-23 803291
R-009 DETAILS 803292
R-010 BENT & SLAB DETAILS 803293
R-011 DETAILS 803294
R-012 MISCELLANEOUS DETAILS 803295
R-013 FENDER SYSTEM & BEARING PILES 803296
R-014 DEMOLITION PLAN - EXISTING SERVICES 803297
R-015 SHORE SERVICES 803298
R-016 DECK PLAN - MECH & ELECTRIC 803299
R-017 SECTIONS 803300
R-018 SERVICE PIT PIPING & MISC DETAILS 803301
R-019 SERVICE PIT 803301A
R-020 SUBSTATION & MISC DETAILS 803302
R-021 SERVICE PIT & MISC DETAILS 803303
R-022 SERVICE PIT 803303A
R-023 PIER OUTLETS 803304
R-024 GENERAL PLAN 894581
R-025 SUBSTATION PLAN & SECTIONS 894582
R-026 PIER 10 PLAN AND DETAILS 1069518
R-027 PIERS 12 AND 13 PLAN 1069519
R-028 PIERS 12 AND 13 PLAN 1069519
R-029 ONE LINE DIAGRAM AND DETAILS 1069520
R-030 PIER 10 & BUILDINGS #429 & 430 1082753
R-031 LIST OF DRAWINGS 1387805
R-032 LOCATION PLAN 1387806
R-033 MECHANICAL - GASEOUS OXYGEN LINE AND NEW 3" H.P. STEAM MAIN 1387807
R-034 MECHANICAL PIPING DETAILS 1387808
R-035 MECHANICAL - GASEOUS OXYGEN PIPING DETAILS 1387809
R-036 MECHANICAL - GASEOUS OXYGEN CHARGING MANIFOLD 1387810
R-037 MECHANICAL - GASEOUS OXYGEN CHARGING STATION 1387811
R-038 PIER BOX PLAN & ELEVATION, SERVICE PIT PLAN, SPLICE DETAIL,
LOCATION & PIER 10 PARTIAL PLAN 2000134
R-039 SITE PLAN & LOCATION PLAN 2012533
R-040 PIER 10 PLAN & DETAILS 2012534
R-041 MISCELLANEOUS DETAILS 2012536
R-042 SERVICE PIT PLAN & DETAILS -
R-043 PIER NO. 10 - PLAN & SECTION 2025442
R-044 PIER NO. 10 - SECTIONS & DETAILS 2025443
R-045 PIER NO. 10 - DETAILS STEAM LINE 2025449
R-046 INDEX OF DRAWINGS VICINITY & KEY PLANS 2036060
R-047 GENERAL PLAN 2036061
R-048 BORING PLAN & GENERAL SECTIONS 2036062
R-049 REMOVALS - PIER 10 PLAN & SECTIONS 2036063
R-050 PILE PLANS & DETAILS 2036065
R-051 PIER 10 - PLAN & SECTIONS 2036066
R-052 PIER 10 - CAPS & SLAB REINFORCING PLAN & SECTIONS 2036069
R-053 PIER 10 - STRUCTURAL DETAILS 2036071
R-054 STRUCTURAL DETAILS 2036073
R-055 MARINE HARDWARE & LIGHT POLE BASES PLAN & DETAILS 2036074
R-056 JIB CRANE PLAN, SECTIONS & DETAILS 2036075
R-057 FENDER SYSTEM - PLANS 2036076
R-058 FENDER SYSTEM - PLANS, ELEVATIONS & SECTIONS 2036077
INDEX OF REFERENCE DRAWINGS
SHEET
NO.
SHEET TITLE
NAVFAC
DWG NO.
R-059 MISCELLANEOUS DETAILS 2036078
R-060 HYDRO - ELASTIC FENDER PLANS, ELEVATIONS, SECTIONS AND
DETAILS 2039507
R-061 PIER 10 MECHANICAL UTILITIES 2036079
R-062 PIER 10 MECHANICAL UTILITIES - DETAILS 2036082
R-063 ELECTRICAL SINGLE LINE DIAGRAM 2036085
R-064 ELECTRICAL SITE PLAN 2036086
R-065 ELECTRICAL PIER 10 - PLAN & DETAILS 2036087
R-066 ELECTRICAL PIER 10 - UTILITIES SERVICE OUTLETS AND LOAD
CENTER UNIT SUBSTATION 2036090
R-067 ELECTRICAL PIER LIGHTING & TEST POWER STATION PLAN, SECTIONS
& DETAILS 2036092
R-068 ELECTRICAL 13.8 KV AIR INTERRUPTER SWITCHES FOR PIERS 10, 12 &
13 - PLAN & DETAILS 2036093
R-069 ELECTRICAL CONTROL WIRING & DETAILS 2036094
R-070 PIERS 10 & 12 LIGHT POLE FOUNDATION PLANS 2082454
R-071 PIER 10 - NEW 1 1/2" LPA LINE SECTIONS & DETAILS 2105579
R-072 NEW VALVE PIT FOR 3" DOR LINE & DETAILS 2105581
R-073 INSTALLATION OF OIL DRIP PANS PIERS NO. 10 AND 12 2112917
PIER 17 STUB
R-074 BORINGS B1 THRU B-6 2067375
R-075 PLANS & DETAILS 2067383
R-076 PIER 17 VICINITY AND CLOSURE DETAILS 2067384
PIER 32
R-077 MODIFICATIONS TO PILE CAPS DUE TO AS BUILT CONDITIONS 2-254-SK7
R-078 MODIFICATIONS TO PILE CAPS DUE TO AS BUILT CONDITIONS 2-254-SK7
R-079 FENDER SYSTEM MODIFICATIONS
2026800
(SUPP)
R-080 FENDER SYSTEM MODIFICATIONS
2026800
(SUPP)
R-081 MECHANICAL UTILITIES - PIER 32 FRESH WATER FIRE PROTECTION
DETAILS
2026801
(SUPP)
R-082 MECHANICAL UTILITIES - PIER 32 FRESH WATER FIRE PROTECTION
DETAILS
2026801
(SUPP)
R-083 LIST OF DRAWINGS -
R-084 TITLE SHEET LIST OF DRAWINGS 2020522
R-085 PLOT PLAN 2020553
R-086 PIER 32 BORING & SOUNDING PLAN 2020554
R-087 PIER 32 BORING LOGS I 2020555
R-088 PIER 32 BORING LOGS II 2020556
R-089 PIER 14 BORING & SOUNDING PLAN 2020557
R-090 PIER 14 BORING LOGS 2020558
R-091 PIER 3 BORING & SOUNDING PLAN 2020559
R-092 PIER 32 GENERAL PLAN 2020560
R-093 PIER 32 PILE PLAN & SECTIONS 2020561
R-094 PIER 32 FRAMING PLAN 2020562
R-095 PIER 32 TYPICAL STRINGERS 2020563
R-096 PIER 32 TYPICAL STRINGERS SECTIONS - DETAILS 2020564
R-097 PIER 32 TYPICAL PILE CAPS PLAN & SECTIONS 2020565
R-098 PIER 32 TYPICAL PILE CAPS PLAN & SECTIONS CONT 2020566
R-099 PIER 32 DECK REINF. STL. - PLAN & SECTIONS 2020567
R-100 PIER 32 MANHOLE, OUTLET STATIONS & TRANSFORMER PAD PLAN &
SECTIONS 2020568
R-101 PIER 32 STRUCTURAL DETAILS I 2020569
R-102 PIER 32 STRUCTURAL DETAILS II 2020570
R-103 PIER 32 STRUCTURAL DETAILS III 2020571
R-104 PIER 32 FENDER SYSTEM 2020572
R-105 PIER 32 FENDER SYSTEM DETAILS 2020573
R-106 PIER 32 JIB CRANES - PLAN & SECTIONS 2020574
R-107 PIER 32 JIB CRANES - SECTIONS & DETAILS 2020575
R-108 QUAY WALL PLAN & SECTIONS 2020576
R-109 QUAY WALL PLAN 2020577
R-110 QUAY WALL BETWEEN PIERS 14 & 18 PLAN & SECTIONS 2020579
R-111 QUAY WALL BETWEEN PIERS 14 & 18 SECTIONS & DETAILS 2020580
R-112 QUAY WALL FENDER SYSTEM DETAILS 2020581
R-113 REMOVAL OF PIER 14 LOCATION PLAN 2020582
R-114 REMOVAL OF PIER 14 GENERAL PLAN 2020583
R-115 REMOVAL OF PIER 14 PILE PLAN 2020584
R-116 REMOVAL OF PIER 14 TERMINATION OF UTILITIES 2020585
INDEX OF REFERENCE DRAWINGS
SHEET
NO.
SHEET TITLE
NAVFAC
DWG NO.
R-117 REMOVAL OF PIER 3 LOCATION PLAN 2020586
R-118 REMOVAL OF PIER 3 GENERAL PLAN 2020587
R-119 REMOVAL OF PIER 3 PILE PLAN 2020588
R-120 REMOVAL OF PIER TERMINATION OF UTILITIES 2020589
R-121 MECH UTILITIES PIER 32 GENERAL PLAN 2020590
R-122 MECH UTILITIES PIER 32 GENERAL PLAN 2020590
R-123 MECH UTILITIES PIER 32 PLAN & SECTIONS 2020591
R-124 MECH UTILITIES PIER 32 OUTLET STATIONS 2020592
R-125 MECH UTILITIES PIER 32 OUTLET STATIONS 2020593
R-126 FIRE BOOSTER PUMP ROOM PIPING 2020595
R-127 FIRE BOOSTER PUMP ROOM PIPING 2020595
R-128 MECHANICAL UTILITIES PIER 32 FRESH WATER FIRE PROTECTION
DETAILS 2026793
R-129 MECH UTILITIES PIER 32 YARD SERVICE & CONNECTIONS 2020596
R-130 MECH UTILITIES PIER 32 YARD SERVICE & CONNECTIONS 2020596
R-131 MECH UTILITIES PIER 32 WASTE WATER - PLAN & SECTIONS 2020597
R-132 MECH UTILITIES PIER 32 WASTE WATER - DETAILS 2020598
R-133 MECH UTILITIES PIER 32 MISCELLANEOUS DETAILS 2020599
R-134 MECH UTILITIES PIER 32 WASTE WATER - YARD SERVICE 2020600
R-135 PIER 32 SEWER LIFT STATION 2020601
R-136 NEW EXTENSION STORM SEWER THRU NEW QUAY WALL 2020602
R-137 MECH UTILITIES PIER 4 GENERAL PLAN 2020603
R-138 MECH UTILITIES PIER 4 PLAN 2020604
R-139 MECH UTILITIES PIER 4 OUTLET STATION 2020605
R-140 MECH UTILITIES PIER 4 DETAILS 2020606
R-141 MECH UTILITIES PIER 4 SERVICE CONNECTIONS -
R-142 ELECTRICAL PLANS & DETAILS -
R-143 ELECTRICAL - PIER 32 LIGHTING DETAILS 2020609
R-144 ELECTRICAL - PIER 32 UTILITY OUTLET STATIONS N-1 & S-1 2020610
R-145 ELECTRICAL - PIER 32 UTILITY OUTLET STATIONS N-2 & S-2 2020611
R-146 ELECTRICAL PIER 32 SINGLE LINE DIAGRAM & SUB STATION DETAILS 2020612
R-147 ELECTRICAL - PIER 32 TIE LINE SWITCHING STATION ELECTRICAL ON
SHORE DETAILS 2020613
R-148 ELECTRICAL - PIER 32 TIE LINE SWITCHING STATION ELECTRICAL ON
SHORE DETAILS 2020613
R-149 ELECTRICAL - PIER 32 400 AMP SHORE POWER STATION PLAN
SECTIONS & DETAILS 2020614
R-150 ELECTRICAL PIER 32 15 KV OUTLET STATIONS PLAN, SECTIONS &
DETAILS 2020615
R-151 ELECTRICAL PIER 4 GENERAL PLAN -
R-152 ELECTRICAL PIER 4 PULL BOX & SERVICE BOX DETAILS -
R-153 PIER 32 BORING LOGS -
R-154 SSN BERTHING PIER 32 PROVIDE ELECTRICAL CABLE 2039341
R-155 PIERS 32 & 33 LIGHT POLE FOUNDATION PLANS 2082457
R-156 REPLACE TRANSFORMERS PIERS 31, 32 & 33 2078953
QUAYWALL
R-157 NOTES FOR S-101 TO S-142 12590380
R-158 REPAIR PLAN - BENT 1 TO 11 12590381
R-159 REPAIR PLAN - BENT 12 TO 22 12590382
R-160 REPAIR PLAN - BENT 23 TO 37 12590383
R-161 REPAIR PLAN - BENT 38 TO 55 12590384
R-162 REPAIR PLAN - BENT 56 TO 69 12590385
R-163 REPAIR PLAN - BENT 70 TO 84 12590386
R-164 REPAIR PLAN - BENT 85 TO 97 12590387
R-165 REPAIR PLAN - BENT 98 TO 109 12590388
R-166 REPAIR PLAN - BENT 110 TO 119 12590389
R-167 REPAIR PLAN - BENT 120 TO 132 12590390
R-168 REPAIR PLAN - BENT 133 TO 140 12590391
R-169 REPAIR PLAN - BENT 141 TO 144 12590392
R-170 REPAIR PLAN - BENT 145 TO 155 12590393
R-171 REPAIR PLAN - BENT 156 TO 169 12590394
R-172 REPAIR PLAN - BENT 170 TO 185 12590395
R-173 REPAIR PLAN - BENT 186 TO 201 12590396
R-174 REPAIR PLAN - BENT 202 TO 223 12590397
R-175 REPAIR PLAN - BENT 224 TO 229 12590398
R-176 REPAIR PLAN - BENT 230 TO 247 12590399
R-177 REPAIR PLAN - BENT 248 TO 265 12590400
R-178 REPAIR PLAN - BENT 266 TO 282 12590401
INDEX OF REFERENCE DRAWINGS
SHEET
NO.
SHEET TITLE
NAVFAC
DWG NO.
R-179 REPAIR PLAN - BENT 283 TO 295 12590402
R-180 REPAIR PLAN - BENT 296 TO 318 12590403
R-181 REPAIR PLAN - BENT 319 TO 338 12590404
R-182 REPAIR PLAN - BENT 339 TO 362 12590405
R-183 REPAIR PLAN - BENT 363 TO 383 12590406
R-184 REPAIR PLAN - BENT 384 TO 401 12590407
R-185 REPAIR PLAN - BENT 402 TO 411 12590408
R-186 REPAIR PLAN - BENT 412 TO 420 12590409
R-187 REPAIR PLAN - BENT 421 TO 439 12590410
R-188 REPAIR PLAN - BENT 440 TO 458 12590411
R-189 REPAIR PLAN - BENT 459 TO 471 12590412
R-190 REPAIR PLAN - BENT 472 TO 480 12590413
R-191 REPAIR PLAN - BENT 481 TO 489 12590414
R-192 REPAIR PLAN - BENT 490 TO 497 12590415
R-193 REPAIR PLAN - BENT 498 TO 506 12590416
R-194 REPAIR PLAN - STATION 62+38 TO 64+25 12590417
R-195 REPAIR PLAN - STATION 64+25 TO 65+88 12590418
R-196 PIER 15 OVERALL PLAN 12590419
R-197 REPAIR PLAN - PIER 15 PARTIAL PLAN 1 12590420
R-198 REPAIR PLAN - PIER 15 PARTIAL PLAN 2 12590421
R-199 PILE REPAIR SCHEMATIC - SHEET 1 12590424
R-200 PILE REPAIR SCHEMATIC - SHEET 2 12590425
R-201 PILE REPAIR DETAILS - TYPE 1 12590426
R-202 PILE REPAIR DETAILS - TYPE 2A 12590427
R-203 PILE REPAIR DETAILS - TYPE 2B 12590428
R-204 PILE REPAIR DETAILS - TYPE 3 & 4 12590429
R-205 TIMBER FENDER SYSTEM REPLACEMENT - SHEET 1 12590432
R-206 TIMBER FENDER SYSTEM REPLACEMENT - SHEET 2 12590433
R-207 TIMBER FENDER SYSTEM REPLACEMENT - SHEET 3 12590434
R-208 TIMBER FENDER SYSTEM REPLACEMENT - SHEET 4 12590435
R-209 TIMBER FENDER SYSTEM REPLACEMENT - SHEET 5 12590436
R-210 TIMBER FENDER SYSTEM REPLACEMENT - SHEET 6 12590437
R-211 TIMBER FENDER SYSTEM REPLACEMENT - SHEET 7 12590438
R-212 TIMBER FENDER SYSTEM REPLACEMENT - SHEET 8 12590439
R-213 LADDER DETAILS 12590440
R-214 MOORING HARDWARE REHABILITATION DETAILS 12590441
R-215 STEEL SHEET PILE REPAIRS 12590442
R-216 UTILITY TRENCH STRUCTURAL CAP DETAILS 12590443
NOTE:
FOR REFERENCE DRAWINGS, SEE APPENDIX A
IN THE PROJECT SPECIFICATIONS.
1/C SINGLE CONDUCTOR
3/C THREE CONDUCTOR
A AIR OR AMPERE
AB ANCHOR BOLT OR AGGREGATE BASE
ABAND ABANDONED
ABBR ABBREVIATION
ABUT ABUTMENT
ABV ABOVE
AC ASPHALT CONCRETE, AIR COMPRESSOR OR
ALTERNATING CURRENT
A/C AIR CONDITIONING
ACI AMERICAN CONCRETE INSTITUTE
ACP ASBESTOS CEMENT PIPE
AF AMPERE FRAME
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AG/ST ABOVE GROUND STEAM
AGG AGGREGATE
AIC AMPS INTERRUPTING CAPACITY
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ALUM ALUMINUM
AMPS AMPERES
APPROX APPROXIMATE
AS AIR SWITCH
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS
ATON AIDS TO NAVIGATION
AT AMPERE TRIP
AUTO AUTOMATIC
AWG AMERICAN WIRE GAGE
AWS AMERICAN WELDING SOCIETY
AWWA AMERICAN WATER WORKS ASSOCIATION
BAV BALL VALVE
BB BEGIN BRIDGE
BC BEGIN CURVE OR BARE COPPER
BCR BEGIN CURB RETURN
BD BOARD
BF BLIND FLANGE
BFG BELOW FINISHED GRADE
BFP BACKFLOW PREVENTER
BFV BUTTERFLY VALVE
BLDG BUILDING
BM BENCH MARK
B.O.P. BOTTOM OF PIPE
BOS BOTTOM OF STEEL
BOT BOTTOM
BR BRASS
BTU BRITISH THERMAL UNITS
BV BYPASS VALVE
BVC BEGIN VERTICAL CURVE
BW BACK OF WALK
C CHANNEL, CONDUIT OR CONTROL
CA CEMENT ASBESTOS OR COMPRESSED AIR
CAB CRUSHED AGGREGATE BASE
CATV CABLE TELEVISION
CB CATCH BASIN OR CIRCUIT BREAKER
CCTV CLOSED CIRCUIT TELEVISION
CDOT CONNECTICUT DEPARTMENT OF TRANSPORTATION
CF CUBIC FEET
CFM CUBIC FEET PER MINUTE
C&G CURB AND GUTTER
CHT COLLECTION, HOLDING, AND TRANSFER
CIRC CIRCULATING
CKT CIRCUIT
CJ CONSTRUCTION JOINT OR CONTROL JOINT
CLG CEILING
CLR CLEAR
CLSM CONTROLLED LOW STRENGTH MATERIAL
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CNDS CONDENSATE
CO CLEANOUT OR CONDUIT ONLY
COE CRANE OPERATING ENVELOPE
COL COLUMN
COMM COMMUNICATIONS
CONC CONCRETE
COND CONDUIT
CONN CONNECTOR
CONST CONSTRUCTION
CONT CONTINUOUS OR CONTINUE
COORD COORDINATE
CP COMMUNICATION PEDESTAL
CRES CORROSION RESISTANT STEEL
CS CARBON STEEL
CST COMMUNICATIONS SHORE-TIE STATION
CT COOPER TUBE, CERAMIC TILE OR
CURRENT TRANSFORMER
CU CUBIC OR COPPER
CV CHECK VALVE OR CONTROL VALVE
CW COLD WATER
CY CUBIC YARD
D DEPTH OR DRAIN
DDC DIRECT DIGITAL CONTROL
DET DETAIL
DI DUCTILE IRON, DISCREET INPUT
DIA DIAMETER
DIP DUCTILE IRON PIPE
DIM DIMENSION
DIST DISTRIBUTION
DN DOWN
DNP DISTRIBUTED NETWORK PROTOCOL
DO DISCRETE OUTPUT OR DITTO
DR DOOR
DTSS DOUBLE THROW SAFETY SWITCH
DV DRAIN VALVE
DWG DRAWING
DV DRAIN VALVE
DWGS DRAWINGS
E EAST
EA EACH
EB ELECTRIC BOX
EC EMPTY CONDUIT OR END CURVE
ECC(FOB) ECCENTRIC REDUCER FLAT ON BOTTOM
EDC ENVIRONMENTAL DISTRIBUTION CABINET OR
EMERGENCY DISTRIBUTION CIRCUIT
ECB ENCLOSED CIRCUIT BREAKER
ECR END CURB RETURN
EDP EMERGENCY DISTRIBUTION POWER
EF EACH FACE
EG EXISTING GROUND
EHW EXTREME HIGH WATER
EJ EXPANSION JOINT
EL ELEVATION
ELL ELBOW
ELEC ELECTRIC
ELECT ELECTRICAL
ELEV ELEVATION
EMBED. EMBEDMENT
EMH ELECTRICAL MANHOLE
EP EDGE OF PAVEMENT
EPN EXPANSION PORT NETWORK
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EVC END VERTICAL CURVE
EW EACH WAY OR EXISTING WATER
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
F FRAME, FLANGE, FUEL, OR FLUSHING
FA FIRE ALARM
FC FLEX CONNECTION
FD FLOOR DRAIN
FDR FEEDER
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FG FINAL GRADE, FINISHED GRADE OR FINISHED
GROUND
FH FIRE HYDRANT
FIN FINISH
FL FLOW LINE
FLSHNG FLASHING
FLOUR FLUORESCENT
FLR FLOOR
FLRNG FLOORING
FND FOUNDATION
FO FIBER OPTIC
FR FUEL RETURN
FS FINISHED SURFACE OR FUEL SUPPLY
FT FOOT OR FEET
FTG FOOTING
FTL FEED THE LUGS
FU FUSE
FVNR FULL VOLTAGE NON-REVERSING
FW FRESH WATER
G GAS
GA GAGE
GAL GALLON
GALV GALVANIZED
GB GRADE BREAK
GFE GOVERNMENT FURNISHED EQUIPMENT
GF/CI GOVERNMENT FURNISHED CONTRACTOR INSTALLED
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GFI GROUND FAULT INTERRUPTER
GI GALVANIZED IRON
GL GLASS
GND GROUND
GPM GALLONS PER MINUTE
GS GAS SWITCH
GTS GOSPORT TIE STATION
GV GATE VALVE
GYP GYPSUM
H HEIGHT
HB HOSE BIBB
HC HOSE CONNECTION
HD HEAD
HDPE HIGH DENSITY POLYETHYLENE
HID HIGH INTENSITY DISCHARGE
HM HOLLOW METAL
HMI HUMAN MACHINE INTERFACE
HNDRL HANDRAIL
HOA HAND-OFF-AUTOMATIC
HORIZ HORIZONTAL
HP HORSE POWER OR HIGH PRESSURE
HPS HIGH PRESSURE SODIUM
HR HOUR
HSS HOLLOW STRUCTURAL SECTION
HT HEAT TRACE
HTR HEATER
HW HOT WATER
HYD HYDRANT
HZ HERTZ
ID INSIDE DIAMETER
IFS IN FOUNDATION SLAB
IN. INCH OR INCHES
INM INVASIVE NUCLEAR MAINTENANCE
INS INSULATOR
INSUL INSULATION
INT INTERIOR
INV INVERT
IPS INDUSTRIAL POWER STATION OR INSIDE PIPE SIZE
ITS IN TOPPING SLAB
JS JUNCTION STRUCTURE
JT JOINT
K KIP = 1000 LBS
KAIC THOUSAND AMPERE INTERRUPTING CAPACITY
KCMIL THOUSAND CIRCULAR MILS
KSI KIPS PER SQUARE INCH
KV KILOVOLTS
KVA KILOVOLT-AMPERES
KW KILOWATTS
KWHM KILOWATT HOUR METER
L ANGLE OR LENGTH
LA LIGHTNING ARRESTOR
LAM LAMINATE
LAT LATERAL
LB(S) POUND(S)
LD LOCAL DEPRESSION
LF LINEAR OR LINEAL FEET
LG LONG
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LP LOW PRESSURE OR LIGHT POLE
LR LONG RADIUS (FITTING)
LT LEFT OR LIGHT
LTG LIGHTING
LVCB LOW VOLTAGE CONNECTION BOX
LVST LOW VOLTAGE SHORE TIE STATION
LVL LEVEL
M MOTOR
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MCB MAIN CIRCUIT BREAKER
MECH MECHANICAL
MET METAL
MESG METAL ENCLOSED INTERRUPTER SWITCHGEAR
MFTR MANUFACTURE OR MANUFACTURER
MH MANHOLE
MHW MEAN HIGH WATER
MHHW MEAN HIGHER HIGH WATER
MID MIDDLE
MIN MINIMUM
MJ RESTRAINED MECHANICAL JOINT
MLO MAIN LUG ONLY
MLW MEAN LOW WATER
MLLW MEAN LOWER LOW WATER
MM MULTIMODE
MON MONUMENT
MOV MOTORIZED VALVE
MP MEDIUM PRESSURE
MSL MEAN SEA LEVEL
MT MOUNT
MTD MOUNTED
MTG HT MOUNTING HEIGHT
MTS MANUAL TRANSFER SWITCH
MVA THOUSAND KILOVOLT VOLT AMPERES
MVST MEDIUM VOLTAGE SHORE TIE STATION
N NORTH
NAVD NORTH AMERICAN VERTICAL DATUM
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NF NON FUSED
NGVD NATIONAL GEODETIC VERTICAL DATUM
NIC NOT IN CONTRACT
NO. NUMBER
N.O. NORMALLY OPEN
NSN NORFOLK NAVAL STATION
NTS NOT TO SCALE
NPT NATIONAL PIPE THREAD
OBS OBSTRUCTION
OC ON CENTER
OD OUTSIDE DIAMETER
OG ORIGINAL GRADE
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
OPRS USERS
OS OUTSIDE
OVFL OVERFLOW
OW OILY WASTE
OWWO OILY WASTE/WASTE OIL
P POWER, POLE, PUMP OR PIPE
PB PULL BOX
PC PIPE CLAMP, PRECAST CONCRETE OR POINT OF
CURVATURE
PCC PORTLAND CEMENT CONCRETE
PCF POUND PER CUBIC FOOT
PE PLAIN END
PG PRESSURE GAUGE
PI POINT OF INTERSECTION
PL PLATE
PLAS PLASTIC OR PLASTER
PLC PROGRAMMABLE LOGIC CONTROL
PM POWER MOUND OR METER
PMS PAD MOUNTED SWITCH
PMSG SF6 INSULATED PAD-MOUNTED SWITCH GEAR
PMT PAD MOUNTED TRANSFORMER
PNEU PNEUMATIC
PNL PANEL
POC POINT OF CONNECTION OR POINT ON CURVE
POT POINT ON TANGENT
POV POINT ON VERTICAL CURVE
PRC POINT OF REVERSE CURVE
PRESS PRESSURE
PRI PRIMARY
PRTTN PARTITION
PRVC POINT OF REVERSE VERTICAL CURVE
PS PIPE SUPPORT OR PRESSURE SWITCH
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PRE SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAGE
PT POINT OR POINT OF TANGENCY
PTD PAINTED
P&T PRESSURE AND TEMPERATURE
PV PLUG VALVE
PVC POINT OF VERTICAL CURVATURE OR
POLYVINYL CHLORIDE
PVI POINT OF VERTICAL INTERSECTION
PVMT PAVEMENT
PVT POINT OF VERTICAL TANGENCY
PWR POWER
PWR PLT POWER PLANT
R RADIUS OR RIGID
RAD RADIUS OR RADIAL
RCP REINFORCED CONCRETE PIPE
RD ROOF DRAIN
RECPT RECEPTACLE
RED REDUCER
R/F REINFORCING
REQD REQUIRED
RET RETAINING
RGS RIGID GALVANIZED STEEL
RM ROOM
RMU RACK MOUNTING UNIT
ROW RIGHT OF WAY
RPM REVOLUTIONS PER MINUTE
RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER
RR RAILROAD
RT RIGHT
RTU REMOTE TERMINAL UNIT (SCADA)
RUB RUBBER
RV RELEASE VALVE
RVSS REDUCED VOLTAGE SOLID-STATE STARTER
RWL RAIN WATER LEADER
S SEWER, SLOPE OR SOUTH
SAN SANITARY
SB SWAY BRACE
SCADA SUPERVISORY CONTROL AND DATA
ACQUISITION
SCH SCHEDULE
SD STORM DRAIN
SDR STANDARD DIMENSION RATIO
SEC SECONDARY
SECT SECTION
SER SERVICE ENTRANCE RATED (UL LISTED)
SF SQUARE FOOT OR FEET
SF6 SULPHUR HEXAFLUORIDE
SHLDR SHOULDER
SHT SHEET
SIM SIMILAR
SLWD STATION LOW WATER DATUM
SM SINGLE MODE
SMH SINGLE MANHOLE
SP SPARE
SPA. SPACE
SPECS SPECIFICATIONS
SPIB SOUTHERN PINE INSPECTION BUREAU
SQ SQUARE
SPRT SUPPORT
SR SHORT RADIUS (FITTING)
SS TYPE 316L STAINLESS STEEL OR SANITARY SEWER
STA STATION
STD STANDARD
STL STEEL
STM STEAM
STRUCT STRUCTURAL
SUB SUBSTATION
SW SALT WATER
SWPS SALTWATER PUMP STATION
SYM SYMMETRICAL
T TANGENT OR TRANSFORMER
TB TURTLEBACK
T&B TOP AND BOTTOM
TC TOP OF CURB
TEL TELEPHONE
TELECOM TELECOMMUNICATIONS
TEMP TEMPERATURE OR TEMPORARY
THD THREADED
THK THICK
THRU THROUGH
TK TANK
TLT TOILET
TOC TOP OF CONCRETE
TOS TOP OF STEEL
TOT TOTAL
TRNSFMR TRANSFORMER
TRANSV TRANSVERSE
TV TELEVISION
TYP TYPICAL
TW TOP OF WALL
UL UNDERWRITERS LABORATORY
UON UNLESS OTHERWISE NOTED
UTIL UTILITY
V VOLT, VENT OR VOLTMETER
VAC VOLTS ALTERNATING CURRENT
VAR VARIES
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VFI VACUUM FAULT INTERRUPTER
VS VOLTMETER SWITCH
W WATER, WATT, WEST, WIDE OR WIRE
WCLIB WEST COAST LUMBER INSPECTION BUREAU
WD WOOD
WI WEATHERPROOF IN-USE
WN WELD NECK
WP WATERPROOF, WEATHERPROOF OR
WORKING POINT
WPEL WORK POINT ELEVATION
WT WEIGHT
WTR WATER
WWF WELDED WIRE FABRIC
XFMR TRANSFORMER
YD YARD DRAIN OR YARD
DELTA ANGLE POINT
BASELINE
, CL CENTERLINE
Ø DIAMETER OR PHASE
° DEGREES
# NUMBER OR POUND
, PL PROPERTY LINE OR PLATE
W/ WITH
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
S Y
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DRAWFORM REVISION: 12 APRIL 2018
CHK
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APPROVED
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FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
LIST OF ABBREVIATIONS:
AB
BR
EV
IA
TI
ON
S
G-005 12805520
MEAN LOWER LOW WATER (MLLW)
EL -2.00
MEAN LOW WATER (MLW)
EL -1.80
NORTH AMERICAN VERTICAL DATUM (NAVD88)
EL 0.00
MEAN HIGH WATER (MHW)
EL 0.85
MEAN HIGHER HIGH WATER (MHHW)
EL 1.08
0.
0.
' 1.
0.
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
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
R E
P
LA
C E
S S
N B
E R
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IN
G P
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NA
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L
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BM
AR
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ON
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CI
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NA
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FO
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PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
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A V
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SRETNIW.EELEKI
M
ENO
RTH CAROL I NA
ENG I NEER
FORP LA
NOISS
SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
GENERAL NOTES:
1. IN THE EVENT OF A CONFLICT BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, THE SPECIFICATIONS SHALL TAKE
PRECEDENCE. CONTRACTOR SHALL VERIFY INFORMATION GIVEN HERE WITH SPECIFICATIONS AND OTHER DOCUMENTS AND BRING ANY CONFLICTS TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE BEGINNING AFFECTED WORK. THE
CONTRACTING OFFICER WILL RESOLVE ANY SUCH CONFLICT.
2. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS.
3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
4. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED.
5. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROTECTION
STANDARDS, LAWS AND REGULATIONS.
6. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND KEEP COPIES OF SAME ON SITE DURING
CONSTRUCTION.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NAVFAC, EM 385-1-1 AND OSHA SAFETY PRECAUTIONS. METHOD OF DEMOLITION, CONSTRUCTION AND ERECTION OF STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR.
8. PRIOR TO START OF CONSTRUCTION THE CONTRACTOR SHALL CHECK THE DRAWINGS AGAINST THE WORK SITE AND NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS OR SITE CONDITIONS. THE CONTRACTOR SHALL NOT BEGIN CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED BY THE
CONTRACTING OFFICER.
9. FIELD VERIFY ALL FEATURES, DIMENSIONS, AND ELEVATIONS PRIOR TO FABRICATION OF ASSEMBLIES OR CONSTRUCTION.
SEE THE CONTRACT DRAWINGS FOR THE SIZE AND LOCATION OF ALL OPENINGS, VERIFYING SIZE AND LOCATION OF ALL ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION OPENINGS WITH THE RESPECTIVE SUBCONTRACTOR, AS WELL AS COORDINATING ALL ATTACHMENTS FOR THE USE OF OTHER TRADES. THE CONDITIONS SHOWN ON THESE DRAWINGS ARE BASED ON AVAILABLE EXISTING DATA. NOTIFY THE CONTRACTING OFFICER OF ANY
DISCREPANCIES BEFORE BEGINNING THE AFFECTED WORK.
10. THE LOCATION AND SIZE OF THE EXISTING UTILITIES SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE, THE
FOLLOWING SHALL BE PERFORMED:
A. VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITHIN THE WORK AREA PRIOR TO CONSTRUCTION.
B. EXERCISE EXTREME CAUTION WHEN WORKING ADJACENT TO EXISTING LINES TO PREVENT DAMAGE TO THESE LINES.
C. IMMEDIATELY REPAIR ANY DAMAGE TO THE EXISTING UTILITIES RESULTING FROM CONSTRUCTION.
D. MAINTAIN UTILITIES IN ACTIVE OPERATION AT ALL TIMES. INSTALL, TEST AND MAKE FULLY OPERATIONAL PERMANENT
OR TEMPORARY BEFORE EXISTING UTILITIES ARE DISCONNECTED.
11. LINES AND GRADES: ELEVATION DATUM AND CONSTRUCTION BASELINE SHALL BE ESTABLISHED AND MAINTAINED BY THE
CONTRACTOR.
12. THE CONTRACTOR SHALL ENSURE THAT ALL PIPES, CATCH BASINS, MANHOLES, SWALES, ETC. WITHIN AND NEAR THE AREA OF WORK ARE KEPT FREE FROM MATERIAL THAT WOULD HAMPER THE PERFORMANCE OF THE DRAINAGE SYSTEMS. UPON COMPLETION OF THE CONSTRUCTION, REMOVE ACCUMULATED SEDIMENT, DISPOSE OF ALL UNSUITABLE OR EXCESS EXCAVATED MATERIALS AWAY FROM THE NAVAL STATION AT A LEGAL DISPOSAL SITE APPROVED FOR SUCH MATERIALS.
13. THE CONTRACTOR SHALL PLACE SEDIMENT CONTROL DEVICES AND OTHER DEVICES AS NECESSARY TO PREVENT CONSTRUCTION MATERIALS FROM ENTERING THE WATER AND LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN-UP OF ANY MATERIALS DEPOSITED OUTSIDE THE WORK AREA.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE CONSTRUCTION SITE AND THE AREAS OF WORK WHILE PERFORMING THE WORK OF THIS CONTRACT. CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE
CONSTRUCTION SITE ON A DAILY BASIS. NO BURNING OF DEBRIS SHALL BE PERMITTED.
15. ALL DEMOLITION MATERIAL, EXCESS EXCAVATION MATERIAL, AND ALL UNSUITABLE MATERIAL SHALL BE HAULED OFF-SITE
AND PROPERLY DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL LAW.
16. THE CONTRACTOR SHALL UTILIZE WET METHODS OR PROVIDE SUFFICIENT LOCAL EXHAUST VENTILATION WHEN DRILLING, CUTTING, OR OTHERWISE PENETRATING CONCRETE TO REDUCE AIRBORNE CONCENTRATIONS OF SILICA.
17. THE CONTRACTOR SHALL ENSURE PAINTS AND COATINGS ON METAL STRUCTURES ARE SCALED BACK TO A MINIMUM OF 4"
PRIOR TO PERFORMING WELDING OPERATIONS.
18. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES ONLY SHOWN ON SHOP DRAWINGS SHALL NOT SATISFY THIS
REQUIREMENT.
19. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE MANUFACTURER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH
INSTRUCTIONS PREPARED BY THE MANUFACTURER.
20. CONTRACTOR SHALL TEMPORARILY BRACE INCOMPLETE PARTS OF THE STRUCTURE UNTIL SUCH TIME AS EACH ELEMENT
AS A WHOLE IS COMPLETE.
21. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE CONTRACTING OFFICER. THESE ITEMS SHALL FIRST BE VERIFIED, REVIEWED, AND STAMPED BY THE CONTRACTOR PRIOR TO DELIVERY TO THE CONTRACTING
OFFICER.
DEMOLITION, REMOVAL AND STORAGE:
1. DEMOLITION WORK SHALL BE IN ACCORDANCE WITH THE PLANS AND PROJECT SPECIFICATIONS.
2. NECESSARY PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT ADJACENT STRUCTURES ARE PROTECTED DURING
DEMOLITION.
3. PARTIAL DEMOLITION OF EXISTING CONCRETE STRUCTURES SHALL BE AS INDICATED. RUBBISH AND DEBRIS SHALL BE COLLECTED AND REMOVED FROM GOVERNMENT PROPERTY AND DISPOSED OF AT A LEGAL OFF-SITE LANDFILL.
4. PERFORM BOTTOM DEBRIS SURVEY PRIOR TO ANY PILE INSTALLATION.
5. COLLECT AND DISPOSE OF ALL CONSTRUCTION DEBRIS. DO NOT LET DEBRIS, CONCRETE, REMOVED ITEMS, ETC., FALL INTO
THE WATER.
6. ALL DEBRIS THAT FALLS INTO THE WATER SHALL BE RETRIEVED AND DISPOSED OF PROPERLY.
7. DEMOLITION SHALL BE ACCOMPLISHED IN A MANNER THAT MEETS ALL FEDERAL/STATE/LOCAL REGULATIONS AND PERMIT REQUIREMENTS AND DOES NOT DIMINISH THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE.
8. CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS ON THE REMOVAL OF THE PILES.
9. CONTRACTOR SHALL COORDINATE LAYDOWN AREAS FOR ANY SALVAGED MATERIALS WITH THE CONTRACTING OFFICER.
10. ALL EXPOSED REINFORCING STEEL AND ANCHOR RODS ASSOCIATED WITH DEMOLISHED CONCRETE SHALL BE GROUND
SMOOTH. APPLY COATING ON THE BARE METAL WITH ZINC RICH PRIMER.
DIAGRAM OF DATUM PLANE (NOT TO SCALE)
NOTES:
1. "DIAGRAM OF DATUM PLANE" PROVIDED ABOVE SERVES TO PROVIDE RELATIVE DIFFERENCES
BETWEEN DATUMS AND TO AID IN DATUM CONVERSIONS.
2. ELEVATIONS FOR THE PIER, QUAYWALL AND OTHER STRUCTURES ARE BASED ON NAVD88 EL 0.00
DATUM.
3. ELEVATIONS FOR ALL DREDGING ACTIVITIES ARE BASED ON DISTANCES BELOW MLLW. THE DATUM FOR
DREDGING IS MLLW EL 0.00.
GENERAL SYMBOLS
EXTERIOR ELEVATION INDICATORSECTION CUT INDICATOR
PHOTOGRAPH INDICATOR
VIEW NUMBER*
SHEET WHERE
SECTION IS SHOWN
A1 S-601
A2 S-555
CALL-OUT INDICATOR
C3 S-555
DIRECTION OF VIEW
PHOTOGRAPH NUMBER*
SHEET WHERE
PHOTOGRAPH
IS SHOWN
D
C
B
A
1 2 3 4 5
DRAWING AREA COORDINATE SYSTEM (DACS)
* VIEW NUMBER BASED ON THE (DACS) LOCATION OF THE LOWER LEFT EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING DRAWING INFORMATION BETWEEN SHEETS BOTH THE VIEW AND THE SHEET NUMBER MUST BE QUOTED TOGETHER - EITHER IN CALLOUT FORMAT AS SHOWN ABOVE OR IN
THE FORM "VIEW NO./SHEET NO.' (A1/C-501).
D
C
B
A
1 2 3 4 5
A1 A2 A3 A4 A5
B1 B2 B3 B4 B5
C1 C2 C3 C4 C5
D1 D2 D3 D4 D5
VIEW NUMBER*
B6 S-506
VIEW NUMBER*
SHEET WHERE
VIEW IS SHOWN
INDICATES DIRECTION
OF VIEW
VIEW NUMBER*
SHEET WHERE
ELEVATION IS SHOWN
PLAN
NORTH
SCALE: SELECT SCALE
PLAN TITLE
SHEET FROM WHERE
VIEW IS REFERENCED
SCALE: SELECT SCALE
VIEW TITLEC1 CD102
TRUE NORTH
GE
NE
RA
L
NO
TE
S
G-006 12805521
P3577 P3578P3579
P3580 P3581
P27
P26
P25
P34A
P12
P11
P3576
X
P3704
P3703 P3702
P4
X
X
P3695
P3696
P3698
P3699
P3700
P3701
X
P3693
P3694
AV
E.
KE
TE
X
LS
LS
LS
LS
P41B
P41C
P36
P37
P38
P41D
P3587 P3586
P3585 P3584
P3583
P3582
P34P35
X
LS
LS
LS
P29
P28
L
SHARK BLVD.
CAVALLA
CT.
SW
OR
DF
IS
H
AV
E.
SN
OO
K
AV
E.
SE
AW
OL
F A
VE
SE
AL
IO
N
AV
E.
SCAMP AVE.
TULLIBEE AVE.
ES
CO
LA
R
AV
E.
RUNNER AVE.
AMBERJACK RD.
ROBALO AVE.
ALBACORE RD.
DO
RA
DO
R
D.
CORVINA RD. CI
SC
O
RD
. ALBACORE RD.
AMBERJACK RD.
ARGONAUT RD.
CH
AP
LIN
R
D.
SHARK BLVD.
BU
LL
HE
AD
R D.
BL
UE
FI
SH
R D.
TR
IG
GE
R
AV
E.
GR
EN
AD
IE
R
AV
E.SC
ORP
IO
N
AV
E
FL
ASHER AVE.
HE
RR
IN
G
AV
E.
GRUNNION AVE.
GRAYLING AVE.
WAHOO AVE.
PROVIDENCE AND WORCESTER RR.
PE
RC
H
AV
E
P5
P Q
TSRO
U
P52
P54
P53
4.69
SURGE PIT
18" RCP
C938
C590
C522-1
HEADWALL
INV. 96.80
0.0
1.0
" C
MP
C9
-2
PE
RC
H
AV
E
WAHOO AVE.
GRAYLING AVE.
GRUNNION AVE.
HE
RR
IN
G
AV
E.
FL
ASHER AVE.
SC
ORP
IO
N
AV
E
GR
EN
AD
IE
R
AV
E.
TR
IG
GE
R
AV
E.
BU
LL
HE
AD
R D.
SHARK BLVD.
CA
PE
LIN
R
D.
ARGONAUT RD.
AMBERJACK RD.
ALBACORE RD.
CI
SC
O
RD
CORVINA RD.
DO
RA
DO
R
D.
ALBACORE RD.
ROBALO AVE.
AMBERJACK RD.
RUNNER AVE.
ES
CO
LA
R
AV
E.
TULLIBEE AVE.
SCAMP AVE.
SE
AL
IO
N
AV
E.SEAW
OLF AVE.
SNOOK AVE.
SW
ORDFISH AVE.
CAVALLA CT.
SHARK BLVD.
KE
TE
A
VE
4.07
3.20
6"
10"
4.073.64
8"
3.18 3.02
HIGH SERVICE
LOW SERVICE
HIGH SERVICE
LOW SERVICE
GATE 2
GATE 6
GATE 8
GATE 10
X 3" CLEAR 2'.2 COVGAS OVER DRAIN
2" PL HP 1993
2" PL HP 1993
4" TRANSITE WATER2'.0 BETWEEN 8" GAS AND
2'.5 COV
8" ST HP 1992
2" P
L
HP
3'.0 COV
GAS UNDER 2" WATER
GAS UNDER ELECT
5'.0 C0V
ELECT
GAS UNDER
CLUSTER
GAS UNDER 4" P
IPE
2'.2 COV
45°
2.5 COV
2.
0'
.0'
.3'
9.8
10.4'
36.4'
2" P
L H P
2" PL HP 1993
8" ST HP 1992
8" S
T H P
8" ST HP 1992
8"
ST
H P 1
2" PL HP 1993
2" P
L H P
2'.0 COV3'.0 COV
4.
C0 V
5" C
LE
AR
GA
S
OV
ER
6" P
.V .C
2'.
0 C
OV
2'.0 COV
76.8'
USED AS SLEEVEUNDER SIDEWALK(1") PVC PIPE
83.8'
14" CLEARGAS UNDER TEL.
2'.7 COV
7" CLEAR
GAS UNDER DRAIN
4" CLEAR
GAS OVER STEAM LINE
" D
8" ST HP 1992
8" S
T
HP
8" ST HP 1992
2" P
L
HP
2" PL HP 1993
2'.
CO
V
4" CI 4'.0 COV2" E 1.5 COV8" CI 4'.1 COV
4'.
0 C
OV
2'.
CO
V
D
45°3'.3 COV
2" COPPER 3'.4 COV
6" CLEAR 2'.1 COV
GAS UNDER ELECT
4'.3 COV
UNDER SW
USED AS SLEEVE
3/4 " ST PIPE
X
(2) 90° BACK TO BACK
3.0' COV
1.0' MIN CLEARANCE
STEAM TRENCH
45° BENDS UNDER
4" ST HP 1993
4" PL HP 199390°
90°
4" PL HP 1993
3.0' COV
1.3' COV
2-45°
2"
PL
H P 1
2" P
L H P
8" ST HP 1992
8" ST HP 1992
6" CLEARGAS UNDER DRAIN
4'.2 COV
8" CLEAR 4'.5 COV
GAS UNDER ELECT.
ST
EA
M
TR
EN
CH
C
RO
SS
IN
G
TOP TAP TEE
2" PLAS UNDER SEWER
3'.7 COV AT CAP
8"
ST
H P 1
TE
L
UN
DE
R
° O
FF
SE
T
BA
CK
TO
BA
CK90
"D " S
TA
CI
P
IP
E
3'.
0 C
OV
DU
CT
4'
.0
CO
V
OF
FS
ET
O
VE
R
UN
MA
RK
ED
5.3 C
OV
GA
S
UN
DE
R
EL
EC
T.
PAD
INOPENING
RI
SE
R
TO
6" B
EF
OR
E
MA
IN
R
ED
UC
ES
2'.
0 C
OV
2'.
4 C
OV2'.
2 C
OV
1'.2 COV
8" ST HP 1992
/4
PL
H P
1/2 " PL HP 1993
/2
"P L
HP
1/2 " PL HP 1993
/4
PL
H P
HP
1/2 "PL 1/2 " PL HP 1993
1/2 " PL HP 1993
1/2 " PL HP 1993 1/2 " PL HP 1993
/2
PL
H P
3/4 " PL HP 1993
2" PL HP 1993
LS
X
GATE 4
X
BA
RB
EL
R
D.
BA
RB
EL
R D.
BLDG 478
AMBERJACK ROADBLDG 174
PIER 10
EXISTING FLOATING SECURITY
BARRIER BETWEEN BUOYS, TYP
EDGE OF EASTERLY
SHIPPING CHANNEL
NEW PIER 32 DEMOLITION & CONSTRUCTION,
SEE SHEETS C-105 TO C-107, S-102, F-101 TO
F-103, M-101 TO M-103 & E-101 TO E-103
F
CRANE WEIGHT TEST AREA
DEMOLITION &
CONSTRUCTION (BID
OPTION 5), SEE SHEETS
C-104, SD101, S-101 & E-104
EBB
FLOOD
THAMES RIVER
EXISTING SECURITY BARRIER
BUOY LOCATION, TYP
EXISTING PIER 32 DEMOLITION &
CONSTRUCTION, SEE SHEETS CD103,
CD104, SD104 & ED105 TO ED108
EXISTING PIER 17 STUB DEMOLITION &
CONSTRUCTION (BID OPTION 2), SEE
SHEETS CD102, SD101 & ED104
EXISTING PIER 10 DEMOLITION &
CONSTRUCTION (BID OPTION 1), SEE
SHEETS CD106 TO CD108, SD102 &
ED101 TO ED103
EXISTING PIER 10 DREDGING & DISPOSAL
(BID OPTION 3), SEE SHEET CN101
EXISTING
PIER 6
EXISTING
PIER 2
EXISTING
PIER 8
EXISTING
PIER 12
EXISTING
PIER 15EXISTING
PIER 17EXISTING
PIER 31
EXISTING
QUAYWALL
EXISTING
PIER 33
LIMITS OF PIER 32 DREDGING,
SEE SHEET CN101
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
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 12 APRIL 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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SEAL
026433
NC FIRM LICENSE NO. F-0105
BRIAN A. KUERBITZ
01/06/20
PLAN
NORTH
SCALE: 1" = 200'
OVERALL SITE PLAN
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G-101 12805522
AS NOTED
MCM WBT MEW
400'0 200' 1" = 200'
NOTES :
1. FOR PROJECT PHASING PLANS, SEE SHEETS G-105 TO G-115.
2. FOR GEOTECHNICAL INVESTIGATIONS PLAN, SEE SHEET B-101.
3. PROJECT BID OPTIONS ARE AS FOLLOWS:
A. BID OPTION 1: EXISTING PIER 10 DEMOLITION
B. BID OPTION 2: EXISTING PIER 17 DEMOLITION
C. BID OPTION 3: EXISTING PIER 10 DREDGE & DISPOSAL (NOTE THAT BID
OPTION 1 MUST BE AWARDED AND PERFORMED FIRST)
D. BID OPTION 4: PIER 32 COMPOSITE CAMELS (ALL CAMELS - 4 TOTAL)
E. BID OPTION 5: CRANE…
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