Attachment O - OPC Pier 1 - Amendment 002 Revised Drawings.pdf
PDF 25 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 is a revised drawing set (Amendment 002) for the USCG Offshore Patrol Cutter (OPC) Homeport Initiative Pier 1 project at Naval Station Newport, Newport, Rhode Island. The drawings document the design-bid-build construction project for a new pier and associated infrastructure to support the Coast Guard's OPC fleet.
The project includes demolition of the existing Pier 1 and construction of a replacement 1,000-foot pier with comprehensive supporting systems. Key structural components consist of 36-inch and 30-inch concrete-filled steel pipe piles (approximately 432 piles total), fender piles (400 total), precast concrete planks, cast-in-place concrete deck slabs, and a new S45S bulkhead structure. The pier deck elevation is 13.00 feet NAVD88 with a 10-inch minimum concrete topping slab. Mechanical systems include fresh water mains (10-inch ductile iron), sanitary sewer force mains (4-inch), compressed air systems, and fire protection infrastructure. Electrical work encompasses substations (P1W and P1E), ductbanks, cathodic protection systems, grounding systems, lightning protection, and high-mast lighting. Civil work includes site utilities, stormwater management with bioretention areas, utility trenches, and erosion control measures. The drawings indicate base bid work (demolition and bulkhead S45S) and bid alternate work for additional improvements. The project is subject to hazardous materials management requirements related to Site 19 operable units, with OSHA 40-hour HAZWOPER training mandated for personnel contact with contaminated soils or sediments.
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Text version
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
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A V
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F A
C
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S T
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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
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12936571
CHG HBF
Frank Cole USCG MASI
MRI/CWJ
1826479
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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)
35A C-003 ORIGINAL EXISTING CONDITIONS - SHEET 1 OF 3
35B C-004 ORIGINAL EXISTING CONDITIONS - SHEET 2 OF 3
35C C-005 ORIGINAL EXISTING CONDITIONS - SHEET 3 OF 3
35D C-006 EXISTING LANDSIDE STRUCTURAL CONDITIONS - SHEET 1 OF 2
35E C-007 EXISTING LANDSIDE STRUCTURAL CONDITIONS - SHEET 2 OF 2
36 CD101 12936605 SITE DEMOLITION PLAN (BASE BID)
37 CD102 12936606 UTILITY DEMOLITION PLAN - PIER 1 LANDSIDE (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
A
M E
N D
M
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V M
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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
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A V
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S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
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12936572
CHG HBF
Frank Cole USCG MASI
MRI/CWJ
1826479
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06 FEB 2026
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 - SHEET 1 OF 2
178A M-403 REDUCED PRESSURE BACKFLOW PREVENTER DETAILS - SHEET 2 OF 2
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
A
M E
N D
M
EN
T
/2 3/
V M
G
G-101
OV
ER
VI
EW
E
XI
ST
IN
G
SI
TE
C
ON
TR
OL
S
AJP MC MN
NOT TO SCALE
OVERVIEW EXISTING SITE CONTROLS
PLAN
NORTH
GENERAL SHEET NOTES:
1. SITE 19 INCLUDE TWO OPERABLE UNITS (OUs): OU5 CONTAINING
MARINE SEDIMENTS IN CODDINGTON COVER AND OU12 CONSISTING OF
THE ONSHORE AREA INCLUDING SOIL AND GROUNDWATER.
2. LAND USE CONTROLS (LUCs) HAVE BEEN ESTABLISHED FOR CONSTRUCTION WITHIN OUs. COORDINATE PERFORMANCE OF WORK
WITH THE CONTRACTING OFFICER AND PROVIDE A SOIL AND
CONTAMINATED MATERIAL MANAGEMENT PLAN.
3. AT A MINIMUM, OSHA 40-HR HAZWOPER AND ANNUAL 8-HR REFRESHER
TRAINING IS REQUIRED FOR ALL PERSONNEL WHO COME IN CONTACT
WITH SOIL, GROUNDWATER, OR SEDIMENTS. EQUIPMENT MAKING
CONTACT WITH IR SOILS OR GROUNDWATER MUST BE
DECONTAMINATED PRIOR TO LEAVING THE IR SITE.
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NE
W
PO
RT
NE
W
PO
RT
, R
I
US
CG
O
CR
H O
M
EP
O
RT
IN
IT
IA
TI
VE
O
PC
P
IE
R
MRI/CWJ
JWJ
HPN
1826479
NEK
Approved by Frank Cole USGC MASI
06 FEB 2026
OU5
OU12
DESTROYER PIERS
HISTORIC DISTRICT, TYP
DSY-MW-02A
(SEE DRAWING C-101)
12936574
AM
EN
DM
EN
T
/23
/20
VM
G
T
T
D
D
D
D
D
D
D
D
D
D
D D
ACU
CR
C R
CR
HH
HH
ACUACU
HH
HH
HH
HH
HH
HH
HH
CR ACU
HH
HH
M
M
HH
HH
HH
HH
HH
HH
ACU
CR
HH
HH
HH
HH
HH
M
CB TYPE CL
TF=14.19
INV OUT=12.52
DMH
TF=15.12
INV IN=12.52 12"HDPE(SW)
INV OUT=9.62 8"RCP(NE)
DMH
TF=15.07
INV IN=12.77
INV OUT=9.17
8"RCP(S)
CB TYPE CL
TF=14.21
INV OUT=12.77
SIZE?
MH
TF=12.68
FILLED W/DIRT
STEAM MH
TF=17.64
STEAM MH
TF=17.66
STEAM MH
TF=15.65
CONCRETE
PAD
CONCRETE
PAD
CONCRETE
STRUCTURE
CODDINGTON COVECODDINGTON COVE
CODDINGTON COVE CODDINGTON COVE
BITUMINOUS CURB
A N
D E
R S
E N
A V
E
PIER ACCESS RD
PIER ACCESS RD
BURMA RD
CODDINGTON COVE
CODDINGTON COVE
CODDINGTON COVE
CODDINGTON COVE
CODDINGTON COVE
s tan te c ad de d pe r c lient s no te s x;E x;E x;E x; D x; D x ;D x; D x; D x; D x; D x; D x; D
W x;T W x;T x;E x;T x; D x;T
FLOOD
EBB
FLOOD
EBB
W W
W W
W
W
W x; D x;E x;E x;E
FLOOD
EBB
FLOOD
EBB
FLOOD
EBB
FLOOD
EBB
FLOOD
EBB
FLOOD
EBB
FLOOD
EBB
x; D x;E x;T x;E x; D x;E
W x; Dx;D
UP
MECHANICAL COMPRESSED AIR
ENCLOSURE
EXIST S45N BULKHEAD
EXIST S366
BULKHEAD
423' DIA TURNING CLEAR SPACE EXIST STONE BREAKWATER
NOAA OAMA SHIP AND
SUPPORT FACILITY
(TO BE EXISTING)
PROVIDE PIER 1
LCU LIMIT
EXIST T-PIER
EXIST PIER 1 TO BE
DEMOLISHED (BASE BID)
100' - 0"+/-
5' - 0" 80' - 0"
CODDINGTON COVE
EEL GRASS AREA
AREA OF IMPACTED EEL
GRASS BED 705 SQ. FT.
FLOOD
EBB
BUILDING 396
BUILDING 395
BUILDING 394
EMH 4123E
NOAA SITE LIMITS, TYP
EXISTING PIER HAS
BEEN DISCONNECTED
FROM LANDSIDE
COAST GUARD
LAYDOWN AREA
APPROXIMATELY
40, 000 SF
340'± 20 0'±
0'±
WATER LEVEL & STRUCTURE ELEVATIONS
100 YEAR FLOOD (ZONE VE) 16.0 FT
PIER 1 13.00 FT
EXIST PIER 1 9.36 FT
MHHW 1.86 FT
MHW 1.62 FT
NAVD88 0.00 FT (DATUM)
MLW -1.97 FT
MLLW -2.12 FT
1. THE BASE BID INCLUDES DEMOLITION OF THE EXISTING PIER 1 AND THE
CONSTRUCTION OF THE NEW S45S BULKHEAD INCLUDING LIMITED
DEMOLITION REQUIRED TO CONSTRUCT THE NEW BULKHEAD. ALL
OTHER WORK MUST BE AN OPTION. SEE THE CLIN SCHEDULE FOR
ADDITIONAL INFORMATION.
GENERAL SHEET NOTES:
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
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
/2
/2
:3
:5
A
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 it ia ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1 -S
.r v t
G-102
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
T
IV
E O
P C
P
IE
R
G E
N E
R A
L S
IT
E
P
LA
N
MN
12936575
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1" = 100'
GENERAL SITE PLAN
1" = 100' 0 100' 400'200'
A
M E
N D
M
EN
T
/2 3/
V M
G
+10.46
+10.68
10.58100-YR FLOODPLAIN
EL 14.0
100-YR FLOODPLAINEL 14.0
X X X X X X X
X X X X X
X
XXXXXXXXXXXXXX
X
X X
X X
X X
X
X X X
X X X
X
X X
X
E
W
T
T
E
X X X X X X X
X
E
E
E
E
W
N = 162258.24' E = 379554.06'
N = 162215.20' E = 379586.23'
N = 162121.59' E = 379501.69'
N = 161832.69' E = 379557.58'
N = 161655.93' E = 379577.85'
N = 161625.63' E = 379462.80'
N = 162051.59' E = 379378.07'
N = 162128.47' E = 379355.94'
LIMIT OF BITUMINOUS
CONCRETE CURBING
N = 162248.33' E = 379400.87'
N = 162204.18' E = 379412.41'
N = 162034.87' E = 379418.98'
N = 162002.42' E = 379434.59'
N = 162002.14' E = 379385.27'
N = 162037.05' E = 379375.22'
BEGIN C PIER 1
N = 162084.18' E = 379346.68'
C-101
SI
TE
P
LA
N (B
AS
E
BI
D)
KPG ASM PJK
PLAN
NORTH
1" = 30' 30' 0 30' 60'
GENERAL SHEET NOTES:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NE
W
PO
RT
NE
W
PO
RT
, R
I
US
CG
O
CR
H O
M
EP
O
RT
IN
IT
IA
TI
VE
O
PC
P
IE
R
MRI/CWJ
JWJ
Approved by Frank Cole USGC MASI
06 FEB 2026
1. BITUMINOUS CONCRETE PAVEMENT. SEE DETAIL C1 / C-502.
BID ALTERNATE: CONCRETE PAVEMENT. SEE DETAIL D4 / C-503.
2. LIMITS OF BITUMINOUS CONCRETE PAVEMENT.
(SAWCUT AND SEAL JOINT, MATCH EXISTING PAVEMENT FLUSH).
3. BITUMINOUS CONCRETE CURBING (TOTAL = 545 LF).
4. MEET EXISTING CONCRETE PAVEMENT FLUSH.
5. SET MONITORING WELL FLUSH WITH GRADE. REMOVE
BOLLARDS. SEE DETAIL A2 / C-503.
6. 30-FOOT OPENING IN BITUMINOUS CONCRETE CURBING FOR
STORMWATER RUNOFF LEAKOFF.
7. FILTER STONE DIAPHRAGM.
8. 4" MULCH LAYER.
9. CONCRETE FILLED STEEL GUARD POST (TYP.).
10. CONCRETE PAD FOR DUMPSTERS (36' X 15'). SEE DETAIL D3 /
C-503.
11. CONCRETE WHEEL STOP (TYP.). SEE DETAIL D4 / C-502.
12. CONCRETE CURBING (120 LF).
13. BITUMINOUS CONCRETE CURBING (197 LF).
14. VE ZONE LIMITS, TYP.
15. PROVIDE ACCESSIBLE PARKING SIGN AND POST.
16. ACCESSIBLE PARKING SPACE. PROVIDE ACCESSIBLE PARKING
SYMBOL PAVEMENT MARKING.
17. PROVIDE 1.5" LIP ALONG TRAVEL WAY TO MAINTAIN PIER
ACCESS ROAD GUTTER.
18. 6" LOAM AND SEED ALL DISTURBED AREAS NOT SCHEDULED
FOR OTHER IMPROVEMENTS (TYP.).
19. BIORETENTION PLANTER. SEE DETAIL A1 / C-505 AND SHEET
C-506.
20. 4" WIDE WHITE PAVEMENT MARKING FOR ALL LAYDOWN AREA
STRIPING (TYP.)
21. LIMITS OF BITUMINOUS CONCRETE PAVEMENT. MEET
APPROACH SLAB FLUSH. REFER TO STRUCTURAL DRAWINGS.
22. PERMANENT TRENCH REPAIR - CONCRETE PAVEMENT. (FOR
SANITARY PIPE INSTALLATION.)
23. 15KV SWITCHGEAR STRUCTURE. SEE DRAWING E-502 FOR
DETAILS.
24. PERMANENT TRENCH REPAIR IN LAWN AND TOPSOIL.
25. LIMITS OF FULL DISTURBANCE.
26. STEEL BEAM GUIDERAIL. REFER RIDOT STANDARD HIGHWAY
DETAIL 34.1.0 - 34.3.0
1. DISTURBED AREAS WITHIN THE SITE MUST BE RECAPPED WITH APPROVED
ENGINEERED CONTROLS (I.E. 6 INCHES OF A CLEAN SOIL ENCAPSULATION AND
COVER SYSTEM, 2 INCHES OF ASPHALT, OR CONCRETE) IN ACCORDANCE WITH
THE EPA RECORD OF DECISION FOR SITE 19 - ON-SHORE DERECKTOR
SHIPYARD OPERABLE UNIT 12, SEPTEMBER 2014, AND IN ACCORDANCE WITH
CONTRACT DOCUMENTS
2. SEE ELECTRICAL SITE WORK SHEETS E-108, E-109, E-110, AND E-111 FOR SITE
IMPROVEMENTS OUTSIDE THE WORK LIMITS DETAILED ON C-101 AND C-102.
3. SEE SHEET C-506 FOR BIORETENTION AREA PLANTING SCHEDULES.
4. SEE SHEET C-001 AND C-002 FOR LEGEND ABBREVIATIONS, AND GENERAL
NOTES.
5. SEE WORK KEYNOTES FOR SPECIFIC ITEMS INCLUDED WITHIN THE BASE BID
WORK. ALL WORK NOT IDENTIFIED AS 'BASE BID' SHOULD BE CONSIDERED
PART OF THE BID ALTERNATE WORK.
WORK KEYNOTES:
9'-0"
20'-0"
12'-0"
35'-0"
10'-0"
'-0
23'-0"±
100-YR FLOODPLAIN
ZONE AE ELEV. 14.0
BOAT TRAILER PARKING (12)
CRANE PARKING
REFER TO STRUCTURE DRAWINGS FOR
APPROACH SLAB AND PIER DETAILS
PIER 1
LIMIT OF BITUMINOUS
CONCRETE CURBING
LIMIT OF BITUMINOUS
CONCRETE CURBING
BIORETENTION AREA NO. 1 BIORETENTION AREA NO. 2
5 12
NOAA PROPERTY
LINE
C PIER 1L
L
VEHICLE PARKING (8)
1" = 30'SCALE:
SITE PLAN
LIMIT OF CONCRETE
CURBING
27. STEEL BEAM GUIDERAIL TERMINAL END SECTION. REFER RIDOT
STANDARD HIGHWAY DETAIL 34.3.1
28. CONCRETE PAD FOR REDUCED PRESSURE ZONE BACKFLOW
PREVENTER. CONFIRM SIZE WITH FINAL APPROVED HEATED
ENCLOSURE.
29. REFER SHEET S-404 FOR TYPICAL BULKHEAD SECTION (BASE
BID).
30. ELECTRICAL MANHOLE. REFER ELECTRICAL DRAWINGS FOR
DETAILS.
31. PERMANENT TRENCH REPAIR IN BITUMINOUS CONCRETE
PAVEMENT.
32. RESET EXISTING CHAIN LINK FENCE TO ACCOMMODATE GRADE
ADJUSTMENTS ALONG CONCRETE CURBING.
33. CONCRETE EQUIPMENT PAD (2' X 6') . SEE DETAIL D3/C-503.
LIMIT OF BITUMINOUS
CONCRETE CURBING
SEE DRAWING C-506 FOR ENLARGEMENT
DETAILS FOR PLANTINGS
SEE DRAWING C-506 FOR ENLARGEMENT
DETAILS FOR PLANTINGS
LIMIT OF CONCRETE
CURBING
12936607
SEE GENERAL SHEET NOTE 2
SEE GENERAL
SHEET NOTE 2
AM
EN
DM
EN
T
/23
/20
VM
G
Cx
Cx
Cx
Cx
Cx
+10.46
+10.68
10.58
C x
Cx
G
G G
G G G G G G G G G G G G G G G G G G
G
G
G G G G G
G
12"Ø C.I.
12"Ø
DD
D
DD
D
D
D
D
D
X X X X X X X
X X X X X
X
XXXXXXXXXXXXXX
X
X X
X X
X X
X
X X X
X X X X X X X
X
X X
X
E
W
T
T
E
X X X X X X X
X
E
E
E
E
W W
W
W W W W W W W W
W
W
S
W W
W
10 9 8 7 6
SD
SS
SS
SS SS
SS SS SS SS SS SS SS
D
D
D
SD
SD
D
SD
SS
SS
D
D
SD
W
W
W
W
C-102
UT
ILI
TY
P
LA
N
- P
IE
R 1 L
AN
DS
ID
E
(B
AS
E
BI
D)
KPG ASM PJK
PLAN
NORTH
1" = 30' 30' 0 30' 60'
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NE
W
PO
RT
NE
W
PO
RT
, R
I
US
CG
O
CR
H O
M
EP
O
RT
IN
IT
IA
TI
VE
O
PC
P
IE
R
MRI/CWJ
JWJ
Approved by Frank Cole USGC MASI
06 FEB 2026
1. LIMITS OF BITUMINOUS CONCRETE PAVEMENT.
2. 10" Ø DUCTILE IRON WATER PIPE.
3. REDUCED PRESSURE BACKFLOW PREVENTER WITH HEATED
ENCLOSURE. SEE DRAWING M-402 FOR DETAILS.
4. 6" Ø DUCTILE IRON WATER PIPE.
5. CONNECT 10" WATER SERVICE TO EXISTING 12" MAIN USING
12"X10" TAPPING SLEEVE.
6. 10" GATE VALVE, (TYP)
7. 4" Ø DUCTILE IRON SANITARY SEWER FORCE MAIN (SSFM).
8. SANITARY SEWER PUMP STATION ASSEMBLY. SEE SHEET
C-504.
9. 41 LF OF 15" RCP (BASE BID).
10. 4" Ø DUCTILE IRON SANITARY SEWER FORCE MAIN (SSFM).
11. COMPRESSED AIR ENCLOSURE. SEE DRAWING M-401 FOR
DETAILS.
12. 3" DIA. STAINLESS STEEL COMPRESSED AIR LINE.
13. 44 LF OF 15" RCP (BASE BID).
14. 36 LF OF 15" PVC SDR 35.
15. 77 LF OF 8" PVC PERFORATED UNDERDRAIN.
16. 78 LF OF 15" PVC SDR 35.
17. 57 LF OF 8" PVC PERFORATED UNDERDRAIN.
18. RESET MANHOLE AND PROVIDE RIDOT STANDARD DETAIL
6.4.1, ROUND AREA FRAME AND GRATE.
TF = 9.80
19. RESET MANHOLE AND PROVIDE RIDOT STANDARD DETAIL
6.4.1, ROUND AREA FRAME AND GRATE.
TF = 9.90
20. EXISTISTING STORM DRAINAGE OUTLET REMAIN. PROTECT
IN PLACE.
21. RESET MANHOLES, TF = MATCH EXIST, PROVIDE RIDOT
STANDARD DETAIL 6.4.1, ROUND AREA FRAME AND GRATE.
22. RESET HYDRODYNAMIC SEPARATOR MANHOLE. TF = 9.30
23. RESET HYDRODYNAMIC SEPARATOR MANHOLE. TF = 9.20
24. 15" RCP INVERT OUT = 1.60 (BASE BID).
25. EXISTING BASIN TO BE USED AS HIGH LEVEL BIORETENTION
SYSTEM OVERFLOW. CORE FOR 8" PVC UNDERDRAIN, INV =
5.0.
26. 86 LF OF 8" PVC PERFORATED UNDERDRAIN.
27. 15KV SWITCHGEAR STRUCTURE. SEE DRAWING E-502 FOR
DETAILS.
28. CONNECT 4"Ø DUCTILE IRON SSFM TO EXISTING MANHOLE.
29. SET STONE DIAPHRAGM FLUSH WITH ROADWAY FOR ENTIRE
LENGTH OF BIORETENTION AREA.
30. FIRE HYDRANT.
31. RESET EXISTING ELECTRICAL / TELECOM MANHOLE COVERS
FLUSH TO GRADE.
32. SEE DRAWING M-107 FOR CONTINUATION OF PIPE TOWARDS
THE PIER.
33. 3" Ø GRAVITY SANITARY PIPE.
34. ELECTRICAL MANHOLE, SEE ELECTRICAL DRAWINGS FOR
DETAILS, TYP.
35. DRAINAGE MANHOLE DMH 1 (BASE BID).
36. DRAINAGE MANHOLE DMH 2.
37. ROUND CATCH BASIN CB 1 (RIDOT STANDARD DETAIL 6.4.0,
ROUND FRAME AND GRATE AND 4.4.0 ROUND CATCH BASIN).
38. ROUND CATCH BASIN CB 2 (RIDOT STANDARD DETAIL 6.4.0,
ROUND FRAME AND GRATE AND 4.4.0 ROUND CATCH BASIN).
39. 10" x 6" DUCTILE IRON TEE. PROVIDE 6" GATE VALVE FOR
FIRE HYDRANT SERVICE LINE.
40. ELECTRICAL DUCT BANK, SEE ELECTRICAL DRAWINGS FOR
ADDITIONAL ROUTING AND DETAILS, TYP.
41. AIR RELEASE MANHOLE. TF = 10.00
42. CONCRETE EQUIPMENT PAD (2' X 6') . SEE DETAIL D3/C-503.
WORK KEYNOTES: GENERAL SHEET NOTES:
DRAINAGE STRUCTURES
STRUCTURE ID NORTHING EASTING RIM INVERTS
DMH 1 161790.47' 379463.95' 9.50 2.00 (E,W), 2.27 (SE)
DMH 2 161772.25' 379499.99' 9.10 2.67 (SE, NE, NW)
CB 1 (4-FT DIAM.) 161729.92 379571.50 7.75 3.5 (N,S,NW)
CB 2 (4-FT DIAM.) 161803.24 379536.82 7.75 4.0 (S)
PIER 1
100-YR FLOODPLAIN
ZONE AE ELEV. 14.0
10.0
10.0
10.010.0 10.0
9.90
10.0
1. DISTURBED AREAS WITHIN THE SITE MUST BE RECAPPED WITH
APPROVED ENGINEERED CONTROLS (I.E. 6 INCHES OF A CLEAN SOIL
ENCAPSULATION AND COVER SYSTEM, 2 INCHES OF ASPHALT, OR
CONCRETE) IN ACCORDANCE WITH THE EPA RECORD OF DECISION
FOR SITE 19 - ON-SHORE DERECKTOR SHIPYARD OPERABLE UNIT 12,
SEPTEMBER 2014, AND IN ACCORDANCE WITH CONTRACT
DOCUMENTS.
2. SEE ELECTRICAL SITE WORK SHEETS E-108, E-109, E-110, AND E-111
FOR SITE IMPROVEMENTS OUTSIDE THE WORK LIMITS DETAILED ON
C-101 AND C-102.
3. SEE WORK KEYNOTES FOR SPECIFIC ITEMS INCLUDED WITHIN THE
BASE BID WORK. ALL WORK NOT IDENTIFIED AS 'BASE BID' SHOULD BE
CONSIDERED PART OF THE BID ALTERNATE WORK.
NOAA PROPERTY
LINE
C PIER 1L
BEGIN C PIER 1
N = 162084.18' E = 379346.68'
L
0+00.00
0+83.09
1+22.66
1+68.80
3+67.73
20.5 20.5
20.5 20.5
1" = 30'SCALE:
UTILITY PLAN - PIER 1 LANDSIDE
EXIST. EEL GRASS BED
12936608
SEE GENERAL SHEET NOTE 2
SEE GENERAL
SHEET NOTE 2
EXISTING SHEET
PILING (TYP.)
10.1
10.1
AM
EN
DM
EN
T
/23
/20
VM
G
SD
SS
SS
SS SS
SS SS SS SS SS SS SS
D
D
D
SD
SD
D
SD
SS
SS
D
D
SD
W
W
W
W
X X X X X X X
X X X X X
X
XXXXXXXXXXXXXX
X
X X
X X
X X
X
X X X
X X X X X X X
X
X X
X
E
W
T
T
E
X X X X X X X
X
E
E
E
E
W W
W
W W W W W W W W
W
W
S
W W
W
12"Ø C.I.
12"Ø
DD
D
DD
D
D
D
D
D
Cx
Cx
Cx
Cx
Cx
+10.46
+10.68
10.58
Cx
C-103
CO
MP
OS
IT
E
UT
ILI
TY
LA
YO
UT
P
LA
N
- P
IE
R 1 L
AN
DS
ID
E
(B
AS
E
BI
D)
KPG ASM PJK
PLAN
NORTH
1" = 30' 30' 0 30' 60'
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NE
W
PO
RT
NE
W
PO
RT
, R
I
US
CG
O
CR
H O
M
EP
O
RT
IN
IT
IA
TI
VE
O
PC
P
IE
R
MRI/CWJ
JWJ
Approved by Frank Cole USGC MASI
06 FEB 2026
100-YR FLOODPLAIN
ZONE AE ELEV. 14.0
NOAA PROPERTY
LINE
C PIER 1L
0+00.00
0+65.86
1+42.08
1+85.25
BEGIN C PIER 1
N = 162084.18' E = 379346.68'
L
0+00.00
0+83.09
1+22.66
1+68.80
REFER A1 / C-202
FOR PROFILE VIEW
REFER B1 / C-202
FOR PROFILE VIEW
10+00.00
10+46.06 10+59.73
0+00.00 0+14.10
0+18.89
0+58.72 0+61.74
0+96.51
1+13.12
1+51.55
1+20.89
3+67.73
N = 162138.09' E = 379422.76'
REFER A1 / C-201
FOR PROFILE VIEW
REFER B1 / C-201
FOR PROFILE VIEW
0+28.36
0+80.70
1+14.35
20+00.00 20+15.72
20+03.85
10" Ø FRESH WATER MAIN
3" Ø SANITARY SEWER GRAVITY MAIN
STORMWATER DRAINAGE PIPE
LEGEND:
4" Ø SANITARY SEWER FORCE MAINSS
REFER A2 / C-201
FOR PROFILE VIEW
W
SD
UNDERDRAIN DRAINAGE PIPEUD
ELECTRICAL DUCTBANK / CONDUIT
12936609
GENERAL SHEET NOTES:
1. DISTURBED AREAS WITHIN THE SITE MUST BE RECAPPED WITH
APPROVED ENGINEERED CONTROLS (I.E. 6 INCHES OF A CLEAN SOIL
ENCAPSULATION AND COVER SYSTEM, 2 INCHES OF ASPHALT, OR
CONCRETE) IN ACCORDANCE WITH THE EPA RECORD OF DECISION
FOR SITE 19 - ON-SHORE DERECKTOR SHIPYARD OPERABLE UNIT 12,
SEPTEMBER 2014, AND IN ACCORDANCE WITH CONTRACT
DOCUMENTS.
2. SEE ELECTRICAL SITE WORK SHEETS E-108, E-109, E-110, AND E-111
FOR SITE IMPROVEMENTS OUTSIDE THE WORK LIMITS DETAILED ON
C-101 AND C-102.COMPRESSED AIRCA
1" = 30'SCALE:
COMPOSITE UTILITY LAYOUT PLAN - PIER 1 LANDSIDE
AM
EN
DM
EN
T
/23
/20
VM
G
ELEVATIO
N
(FT) EL
EV
AT
IO
N (F
T)
-5
-5
-0+50 0+00 0+50 1+00 1+50 2+00
MINIMUM DEPTH
OF COVER = 4.5'
MINIMUM
SEPARATION = 6"
PROPOSED GROUNDEXISTING GROUND
CONNECT TO EXISTING
12" WATER PIPE
CONNECT TO 10" WATER PIPE
(SEE DRAWINGS M-107 & M-302
FOR DETAILS)
EXISTING UTILITY DUCTBANKS
(CONTRACTOR TO FIELD
VERIFY LOCATION, SIZE, AND DEPTH)
PROPOSED ELECTRICAL
DUCTBANK
CONTINUE TO RPZ UNIT
3" Ø SANITARY PIPE
4" Ø FORCED SANITARY MAIN10" Ø GATE VALVE
10" Ø 45° BEND
10" X 8" TEE
10" Ø 90° VERTICAL BEND
10" Ø 45° BEND
10" Ø 45° BEND
10" Ø GATE VALVE
PROPOSED ELECTRICAL
DUCTBANK
PROPOSED ELECTRICAL
DUCTBANK
ELEVATIO
N
(FT) EL
EV
AT
IO
N (F
T)
-5
-5
-0+50 0+00 0+50 1+00 1+50 2+00
CB 1 (INLET TOP)
TF = 7.75
PROPOSED
GRADE
DMH 2
TF = 9.10 DMH 1
TF = 9.50
INV = 3.50 INV = 2.67
INV = 2.27INV = 2.67 OUTFALL INV = 1.60
INV = 2.00
15" Ø RCP
15" Ø PVC SDR 35
15" Ø PVC SDR 35
S45S BULKHEAD
15" RCP FROM
HYDRODYNAMIC
SEPARATOR
INV. = 2.00
15" Ø PVC SDR 35 FROM CB 2
INV = 3.50
C-202
UT
ILI
TY
P
RO
FI
LE
S
- S
HE
ET
OF
(B
AS
E
BI
D)
KPG ASM PJK
1" = 20' 20' 0 20' 40'
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NE
W
PO
RT
NE
W
PO
RT
, R
I
US
CG
O
CR
H O
M
EP
O
RT
IN
IT
IA
TI
VE
O
PC
P
IE
R
MRI/CWJ
JWJ
Approved by Frank Cole USGC MASI
06 FEB 20261" = 20'SCALE:
10" FRESH WATER PIPE PROFILEB1 C-102
GENERAL SHEET NOTES:
1. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL
NOTES.
2. ALL STATIONING IS BASED UPON THE CENTERLINE OF THE UTILITY.
3. FIELD VERIFY PRESENCE, LOCATION, AND DEPTH OF EXISTING
UTILITIES.
HORIZONTAL
1" = 4' 4' 0 4' 8'
VERTICAL
1" = 20'SCALE:
STORM DRAINAGE PIPE NETWORK PROFILE (BASE BID)
A1 C-102
AS NOTED
AS NOTED
12936611
AM
EN
DM
EN
T
/23
/20
VM
G
EL = -14.09'
6' I.D.
SELF CLEANING
WET WELL
6" DI VENT WITH
BIRD SCREEN
(SEE PLAN FOR
ORIENTATION)
4" DI
FORCE MAIN
4" BYPASS PUMP
CONNECTION WITH
COMPANION FLANGE
AND QUICK CONNECT
HOSE ADAPTER
COUPLING TO
4" DI FORCE MAIN
4" x 4" x 4" TEE
SECTION VIEW
CLASS I, DIV. 2
GROUP D AREA
CLASS I, DIV. 2
GROUP D AREA
FINISH GRADE
SEE GRADING PLAN
30" VENTED MANHOLE
FRAME AND COVER (UNLESS OTHERWISE
NOTED) TO BE MARKED SEWER
PROVIDE 6" MIN. COVER
GUIDE
RAIL
PIPE
SUPPORT
(TYP. OF 2)
SELF CLEANING WET WELL INFILL PER HYDRAULIC INSTITUTE
2" RIGID CONDUIT TO
HOUSE TRANSDUCER CABLE
TIDEFLEX FLANGED
CHECK VALVE (TYP.)
MAGNETIC FLOW
METER
CONCRETE CRADLE OR PIPE SUPPORT
12" CRUSHED STONE
3" SDR 35 PVC DRAIN
SLOPE 5%
WITH GROUT 12" MIN
5'- 0"
M
IN
" M
IN
" M
IN
8"
10"12
INV OUT = -8.41'
30" VENTED MANHOLE FRAME &
COVER (UNLESS OTHERWISE NOTED)
TO BE MARKED "SEWER"
SET CASTING IN GROUT AND
GROUT ALL AROUND TO 4"
ABOVE THE FLANGE
(UNLESS OTHERWISE NOTED)
SET RIM AT FINISHED GRADE
USE BRICK COURSES AS NEEDED TO BRING
MANHOLE RIM TO REQUIRED ELEVATION (MAX
3 COURSES OF BRICKS) SEAL INSIDE AND
OUTSIDE OF BRICK WITH HYDRAULIC CEMENT
COAT WITH (2) COATS
OF BITUMINOUS
DAMPPROOFING
SEAL ALL HOLES WITH
HYDRAULIC CEMENT
BUTYL RUBBER
JOINT (TYP.)
FINISH GRADE
STANDARD PRECAST BARREL SECTION
COMBINATIONS OF 1', 2', 3' OR 4'
LENGTHS AS NEEDED TO BRING MANHOLE
RIM TO REQUIRED ELEVATION (SEE MANHOLE
GENERAL NOTE 4)
SEAL ALL INTERIOR
AND EXTERIOR
JOINTS WITH
HYDRAULIC CEMENT
4'-0" DIAMETER
2'6" Ø
OPENING
8" MIN
5"
" M
AX
STANDARD PRECAST
ECCENTRIC OR
CONCENTRIC CONE
SECTION, OR
FLAT TOP
(AS REQUIRED)
NOTE 1
NOTE 2
NOTE 3
NOTE 4
NOTE 5
NOTE 6
NOTE 7
NOTE 9
NOTE
NOTE 11
NOTE 12
NOTE 14
6' I.D.
SELF CLEANING
WET WELL
4" DI
(TYP. 0F 2)
HYMAX COUPLING
4" DI FORCE MAIN
4" PLUG VALVE
(TYP. OF 3)
4" SWING CHECK VALVE (TYP. OF 2)
CONDUIT W/ SEALING FITTING
SEE ELECTRICAL DRAWINGTWO (2) COATS OF ASPHALT
WATERPROOFING APPLIED AT THE
FACTORY
INFLUENT PIPE,
INV. EL. VARIES
SEE WATER AND SEWER
UTILITY PLAN
RGS CONDUIT TO
CONTROL PANEL
SEE DRAWING E-109
PVC DRAIN
HYMAX
COUPLING
(TYP.)
6' I.D. VALVE VAULT
MANHOLE RUNGS
@ 12" O.C.
FLOW RECORDER
MAGNETIC FLOW METER
2 LAYERS OF
ASPHALT
COATING
PLAN VIEW
PMP-1
PMP-2
12' DIA STORAGE TANK
MANHOLE RUNGS
@ 12" O.C.
30" VENTED MANHOLE FRAME &
COVER (UNLESS OTHERWISE NOTED)
TO BE MARKED "SEWER" (TYP.)
TO WET WELL
4" DI FM, INVERT IN = 5.15
MAX WSE = -1.33
ADDITIONAL NOTES:
1. 48" X 30" WATERTIGHT HS-20 ALUMINUM ACCESS DOORS WITH LOCKS, SIZED FOR DUPLEX
PUMP STATION.
2. TOP OF CASING EL. SEE SHEET C-102.
3. SLOPE FINISH GRADE AWAY FROM STRUCTURE TO PROMOTE DRAINAGE.
4. SENSOR FLOAT HOLDER.
5. RIGID GALVANIZED STEEL CONDUITS FROM CONTROL PANEL (TYP. OF 2).
6. HIGH WATER ALARM/LAG PUMP ON TO BE CONNECTED TO ALARM SYSTEM.
7. STAINLESS STEEL LIFT-OUT RAILS WITH NONSPARKING BAR.
8. EXTERIOR OF ALL JOINTS MUST BE RECOATED WITH ASPHALTIC WATER-PROOFING AFTER
SETTING.
9. 10" SCH 35 PVC PIPE INV IN = -8.59'
10. PROPOSED FLYGT MODEL NP 3085 SH 3~ ADAPTIVE 256 4 HP EXPLOSION PROOF.
SUBMERSIBLE PUMP 60 HZ, 3Ø, 460V, DESIGNED FOR 150 GPM FLOW, 27.10' TDH (TYP. OF 2).
11. 1
2" NATIONAL PIPE TAPERED THREAD (NPT) MALE CONDUIT FITTING WHERE THE CABLE EXITS
THE TRANSDUCER.
12. PRESSURE TRANSDUCER PUMP SETPOINTS PER SPECIFICATION.
13. DIMENSION PER MANUFACTURER'S RECOMMENDATION OR 6" WHICHEVER IS GREATER.
14. 12" CRUSHED STONE.
15. PUMP STATION WILL OPERATE AS ONE DUTY AND ONE STANDBY PUMP.
3' 4"
COMPACTED SUBGRADE
COMPACTED SUBGRADE
COMPACTED SUBGRADE
CAST-IN-PLACE
STRUCTURE
MAX WSE
= -9.09
MIN WSE
= -13.01
INV EL. 0.58
NOTE 13
3" SDR 35 PVC, INVERT IN = -0.23
12"
12"
SLOPE TO
DRAIN
4" DI FM
3" PVC
4" DI FM
3"x4" FLANGED INCREASER
NOTE 8
0% SLOPE
4% SLOPE
SEE DETAIL A3 /C-507
12" CRUSHED STONE
4' 4"
SEE DETAIL B5/C-504 (TYP.)
SEE DETAIL A3/C-507 (TYP.)
12"
FINISHED GRADE PAVED AREA
45° WYE
WYE
4" THICK
CONCRETE COLLAR
LEBARON FOUNDRY, INC.
SEWER CLEANOUT RING
AND COVER, CATALOG
NUMBER LA0910
45° BEND
SCH. 40 PVC RISER
WITH THREADED CAP
6" MIN TYP.
NEOPRENE SEAL
NON SHRINK
GROUT
MANHOLE
STORMWATER,
GRAVITY AND
FORCE MAIN
PIPE
FOR FORCE MAIN, INSTALL 22
1/2° BEND AT END OF FORCE
MAIN WITHIN MANHOLE
C-504
SI
TE
D
ET
AI
LS
SH
EE
T
3 O F
KPG ASM PJK
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NE
W
PO
RT
NE
W
PO
RT
, R
I
US
CG
O
CR
H O
M
EP
O
RT
IN
IT
IA
TI
VE
O
PC
P
IE
R
MRI/CWJ
JWJ
Approved by Frank Cole USGC MASI
06 FEB 2026
NOT TO SCALE
SANITARY PUMP STATION DETAILA1
NOT TO SCALE
TYPICAL CLEANOUT DETAILC5
NOT TO SCALE
FLEXIBLE RUBBER BOOT DETAILB5
12936615
AM
EN
DM
EN
T
/23
/20
VM
G
PLAN
VARIES
SEE NOTE 2
SIDE SLOPES
(SEE BELOW)
HAY BALES OR COMPACTED EARTH
BERM (SEE NOTE 3)
DEPTH VARIES
SEE NOTE 2
SIDE SLOPES TO BE
2H:1V OR 3H:1V
(NOMINAL)
SAND BAGS TO SECURE
SHEETING
10 MIL
POLYETHYLENE
SHEETING
GENERAL NOTES:
1. CONCRETE WASHOUT AREA(S) INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. THE CONCRETE WASHOUT AREA TO BE
ENTIRELY SELF-CONTAINED.
2. THE CONTRACTOR TO SUBMIT THE DESIGN, LOCATION AND SIZING OF THE CONCRETE WASHOUT AREA(S) WITH THE PROJECT'S EROSION AND SEDIMENTATION CONTROL PLAN, TO BE APPROVED BY THE CONTRACTING OFFICER.
3. LOCATION: WASHOUT AREA(S) ARE TO BE LOCATED AT LEAST 50 FEET FROM ANY STEAM, WETLAND, STORM DRAINS OR OTHER SENSITIVE RESOURCE. THE FLOOD CONTINGENCY PLAN MUST ADDRESS THE CONCRETE WASHOUT IF THE WASHOUT IS TO BE
LOCATED WITHIN THE FLOODPLAIN.
4. SIZE: THE WASHOUT MUST HAVE SUFFICIENT VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS INCLUDING, BUT LIMITED TO, OPERATIONS ASSOCIATED WITH GROUT AND MORTAR.
5. SURFACE DISCHARGE IS UNACCEPTABLE. THEREFORE, HAY BALES OR OTHER CONTROL MEASURES, AS APPROVED BY THE CONTRACTING OFFICER, TO BE USED AROUND THE PERIMETER OF THE CONCRETE WASHOUT AREA FOR CONTAINMENT.
6. SIGNS TO BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CONCRETE AREA(S) AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
WASHOUT AREA(S) MUST BE FLAGGED WITH SAFETY FENCING OR OTHER APPROVED METHOD.
7. WASHOUT AREA(S) ARE TO BE INSPECTED AT LEAST ONCE A WEEK FOR STRUCTURAL INTEGRITY, ADEQUATE HOLDING CAPACITY AND CHECKED FOR LEAKS, TEARS, OR OVERFLOWS. WASHOUT AREA(S) TO BE CHECKED AFTER HEAVY RAINS.
8. HARDENED CONCRETE WASTE TO BE REMOVED AND DISPOSED OF WHEN THE WASTE HAS ACCUMULATED TO HALF OF THE CONCRETE WASHOUT'S DEPTH. THE WASTE CAN BE STORED AT AN UPLAND LOCATION, AS APPROVED BY THE CONTRACTING OFFCIER. ALL CONCRETE WASTE TO BE DISPOSED OF IN A MANNER CONSISTENT WITH ALL APPLICABLE LAWS, REGULATIONS AND
GUIDELINES.
SECTION
2'-0"
MAX.
LIMIT OF PAYMENT INCLUDING COUPLINGS
2'-0"
MAX.
12" CRUSHED STONE
UNDISTURBED EARTH
DRESSER STYLE 127
FLANGED ADAPTER (TYP.)
4" PLUG VALVE (TYP.)
1" X 1-1/4" STEEL STRAP
BOLTED TO SUPPORT (TYP.)
4"Ø BAR GROUTED 3" INTO
BASE, TOP 3" THREADED
CONCRETE PIPE SUPPORT
5'- 0"
M
IN
IM
UM
4" X 4" TEE
REDUCING FLANGE
1" NPT INLET APCO
SEWAGE COMBINATION
AIR VALVE, MODEL TBD
POLYPROPYLENE MANHOLE
RUNGS PRECAST INTO
CONCRETE MANHOLE AT
12" O.C. MAX
MORTAR
FINISHED GRADE (TYP.)
2'-6" OPENING
2'-2" MAX. TO FIRST
MANHOLE RUNG
MANHOLE FRAME WITH VENTED COVER:
NEEMAN CATALOG NO. R-1582 OR APPROVED SIMILAR.
SET FLUSH WITH FINISHED GRADE
ADJUST TO GRADE WITH
CONCRETE GRADE RING
APPLY TWO (2) COATS ASPHALT
WATERPROOFING AT THE FACTORY
WATERTIGHT JOINT USING AN
APPROVED MASTIC-TYPE SEALANT
OR 'O' RING GASKET (EXTERIOR OF
ALL JOINTS MUST BE RECOATED
WITH ASPHALTIC WATER-PROOFING
AFTER SETTING)
FILL ANNULAR SPACE WITH LINK SEALS (TYP.)
CL OF
FORCE
MAIN
4'-0" I.D. PRECAST
CONCRETE MANHOLE
4" PIPE
COUPLING (TYP.)
SECTION A-A SECTION B-B SECTION C-C
PIPE STRAP
6" PVC
VERTICAL DROP PIPE AND
90° SHORT RADIUS BEND
4" CLASS 350
DUCTILE IRON PIPE
STORAGE TANK
SEE DETAIL A1/C-504
6" X 6" x 4" SCH 80 PVC
TEE (SOCKET END
CONNECTIONS)
8" x 1- 12" TYPE 304 STAINLESS STEEL PIPE STRAPS AND
STAINLESS STEEL FASTENERS SET W/ LAG BOLTS AND
SHIELDS. MIN. 4'-0" O.C.
REFER TO PIPE
CONNECTION DETAILS
8" X 1 - 12" STAINLESS
STEEL TYPE 304
PIPE SUPPORT
6" M
AX
4" FLG X PE
ADAPTER
FLOW
5 5 16"
ORIENT BEND TO
ROUTE TOWARD
STRUCTURE
OUTLETSEE DETAIL B5/C-504
C-507
SI
TE
D
ET
AI
LS
SH
EE
T
6 O F
KPG ASM PJK
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NE
W
PO
RT
NE
W
PO
RT
, R
I
US
CG
O
CR
H O
M
EP
O
RT
IN
IT
IA
TI
VE
O
PC
P
IE
R
MRI/CWJ
JWJ
Approved by Frank Cole USGC MASI
06 FEB 2026
NOT TO SCALE
CONCRETE WASHOUT AREA DETAILC1
NOT TO SCALE
TYPICAL SEWER AIR RELEASE VALVE AND CLEANOUT MANHOLEA1 NOT TO SCALE
TYPICAL CONCRETE INSIDE DROP PIPE DETAILA3 12936618
A-A
B-B
C-C
AM
EN
DM
EN
T
/23
/20
VM
G
M H
T F
.6
F
IL
L E
D W
/D
IR
T
S T
E E
L S
H E
E T P
IL
E
B
IT
U M
IN
O
U S
C U
R B
W
WW
W x;D
W x;D x;D
W
W
REMOVED BY
OTHERS, SEE NOTE 2
BULKHEAD S45N
M A
T C
H
LI
N E
STONE BREAKWATER
EXPANSION JOINT, TYP
LIGHT POLE, TYP
TIMBER, TYP
RAILROAD TRACKS, TYP
METAL PLATE, TYP
BUILDING 395
BUILDING 394
SD103
A2
DEMO PART PLAN
FENDER SYSTEM, TYP
BULKHEAD S366
RIP RAP REVETMENT
1954 BULKHEAD
1,567' - 0"±
C3
SD301
TYP
SD104
B2
C3
SD601
C1
SD601
A3
SD602
- - - - - - - - - - - - - - - - - - - - - - - - - - - - C1
SD602
A1
SD602
C4
SD601
C3
SD602
A1
SD601
A4
SD601
A3
SD601
M A
T C
H
LI
N E
BUILDING 396
1,567'-0" ±
EJ, TYP
LIGHT POLE, TYP
0'
0"
LEGEND:
LIMITS OF DEMOLITION
SHEET KEYNOTES:
1. DEMOLISH EXISTING PORTION OF PIER 1 AND ALL APPURTENANCES. PIER
SUPPORT AND FENDER PILES WILL ALL BE CUT OFF AT THE LOWER ELEVATION
OF EITHER
A) THREE FEET BELOW THE DREDGE ELEVATION OR
B) TWO FEET BELOW THE MUDLINE ELEVATION IF THE MUDLINE ELEVATION IS
AT OR BELOW THE MINIMUM DRAFT ELEVATION. ALL REMOVED AND CUT-OFF
PILES WILL BE SHOWN ON THE AS-BUILT DRAWINGS.
2. REMOVE AND DISPOSE OF EXISTING TIMBER DEBRIS.
3. STONE FILL AT EXISTING STONE BREAKWATER TO BE REMOVED AND
REINSTALLED AFTER BULKHEAD S45S INSTALLATION.
4. CUT DOWN AND DISPOSE OF EXISTING STEEL SHEET PILING TO ELEVATION 4.0
ADJACENT TO PIER REPLACEMENT LIMIT, TYPICAL. SEE DRAWING SD201 FOR
DETAILS.
5. CUT DOWN AND DISPOSE OF EXISTING STEEL SHEET PILING TO ELEVATION 4.5.
6. REMOVAL OF EXISTING PIER PILES WILL BE PERFORMED USING ONLY THE
METHODS DESCRIBED HEREIN. VIBRATORY EXTRACTION METHODS ARE
EXPRESSLY PROHIBITED. REMOVAL OF SEDIMENT AROUND THE PILES USING A
CLAMSHELL BUCKET OR ANY METHOD THAT INVOLVES EXCAVATING AND
RELOCATING SEDIMENT IS NOT PERMITTED AND WILL BE CONSIDERED
DREDGING. ACCEPTABLE PILE REMOVAL METHODS INCLUDE: (1) ATTEMPTING
DIRECT EXTRACTION OF PILES USING A CRANE; (2) USE OF A LONG-REACH
EXCAVATOR EQUIPPED WITH A SMALL BUCKET TO GENTLY DISPLACE
SURROUNDING SEDIMENT TO PROVIDE ACCESS TO APPROXIMATELY 2 TO 3
FEET BELOW THE MUDLINE, PROVIDED THAT SEDIMENT IS NOT EXCAVATED,
STOCKPILED, OR SIDE-CAST; (3) USE OF WATER JETTING TO CREATE A
TEMPORARY VOID AROUND THE PILES TO FACILITATE ACCESS AND REMOVAL.
FOR ALL APPROVED METHODS, TURBIDITY GENERATED DURING PILE REMOVAL
ACTIVITIES WILL BE CONTAINED WITHIN TURBIDITY CURTAINS INSTALLED
AROUND THE PIER DEMOLITION AREA AND MAINTAINED FOR THE DURATION OF
WORK. IN ADDITION, LARGE RIP RAP AND DEBRIS LOCATED ALONG THE
SURFACE OF THE EXISTING S45S REVETMENT MAY BE REMOVED AS
NECESSARY TO FACILITATE THE WORK, TEMPORARILY STORED, AND
REPLACED IN THEIR ORIGINAL LOCATION FOLLOWING COMPLETION OF PILE
REMOVAL ACTIVITIES; HOWEVER NO DREDGING OR REMOVAL OF UNDERLYING
SEDIMENTS WILL BE ALLOWED.
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
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
/2
/2
:4
:2
A
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 tiv e O
P C
P ie r_
/P
IE
R
U S
C G
-1 -S
.r v t
SD101
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
O V
E R
A
LL
S
TR
U C
TU
R
A L
D E
M O
LI
TI
O N
P
LA
N
B A
S E
B
ID
MJF
12936625
JZ KCJ
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
S D
06 FEB 2026
PLAN
NORTH
SCALE: 1" = 60'-0"
OVERALL STRUCTURAL DEMOLITION PLAN
1" = 60' 0 60' 240'120'
1. PROTECT EXISTING BULKHEAD SHEET PILES, TIE RODS, DEADMAN SYSTEM
AND CONCRETE HEADWALL AND COPING DURING DEMOLITION.
2. A PORTION OF THE EXISTING PIER 1 AND EXISTING BULKHEAD S366 NEAR THE
LANDWARD END OF THE PIER HAS BEEN DEMOLISHED TO FACILITATE
CONSTRUCTION OF BULKHEAD S366 UNDER A SEPARATE CONTRACT.
3. FOR EXISTING PORTION OF PIER STRUCTURE, SEE AS-BUILTS AND SURVEY
DRAWINGS V-105 THROUGH V-109. ALL ITEMS SHOWN ON THE DRAWINGS
SHALL BE DEMOLISHED.
4. THE EXISTING PIER IS CONDEMNED AND MUST NOT BE USED FOR ANY
PURPOSE.
5. VERTICAL LOAD AT BULKHEAD ALONG PIER 1 IS RESTRICTED TO AN
ALLOWABLE UNIFORM LIVE LOADING OF 600 PSF.
6. FOR ADDITIONAL INFORMATION ON DEMOLITION WITHIN BULKHEAD S45S
LIMITS, SEE DRAWING SD104.
7. REFER TO APPENDIX A OF THE SPECIFICATIONS FOR THE RECORD DRAWINGS
OF EXISTING CONDITIONS. NOTE THAT RECORD DRAWINGS REFLECT
ORIGINAL CONSTRUCTION AND SITE CONDITIONS ARE SUBJECT TO CHANGES
OVER TIME.
GENERAL SHEET NOTES:
A
M E
N D
M E
N T
/2
3/
V
M G
TYP EL FOR SHEETING DEMO
BULKHEAD CAP CHANNEL, EL 11.00±
CL OF TIE RODS
MLW EL -1.97
MHW EL 1.62
STL SHT PILE DEADMAN, TOP
CL OF TIE RODS
MLW EL -1.97
NAVD88
EL 0.00'
30" DIA STL PIPE
PILES TO REMAIN
DEMO RC HEADWALL SEE NOTE 2
DEMO BULKHEAD
CAP CHANNEL,
TYP
C CONC
OUTFALL
L
0+2.88 TO 0+87.58±
84' - 9" ±
3' - 0" ±
APPROX NORTH EDGE OF PIER 1
EDGE OF EXIST
PIER 1 TO BE DEMO 5' - 0"±
KING PILE TO REMAIN
1' - 9"±
0+400+300+200+10STA BK 0+00 0+50 0+60 0+70 0+80 0+90
DEMO 30" DIA 5/8" THK STL PIPE PILE TO EL 6.50' , TYP
STL SHT PILE BULKHEAD
(PZ35), TYP
4' - 0"±
APPROX SOUTH
EDGE OF PIER 1
EL 3.00 ±
EXIST 18" RCP TO REMAIN, PIP
EL 4.00 (SEE NOTE 3)
PIER 1 DECK EL 9.36 ±
NAVD88
EL 0.00'
C 18" DIA RCPL
DEMO EXIST STL
SHT DEADMAN, TYP
0+81.07 TO 0+83.15
2' - 1"
0+400+300+200+10STA DM 0+00 0+50 0+60 0+70 0+80 0+90
0+49.48±
EL 7.00 ±
EL 3.00 ±
0+68.26 TO
0+73.29±
0+16.46 TO 0+21.67
5' - 2 1/2"
2'
1/
2"
4' - 3"
0+58.15 TO 0+63.45
5' - 3 1/2"
8"
2'
3"
3'
1"
NOTE:
WIDTH AND DEPTH AS REQUIRED TO SUIT ELECTRICAL DUCT BANK
BUT NOT LARGER THAN 6" IN EITHER DIRECTION
LEGEND:
LIMITS OF BULKHEAD AND DEADMAN
DEMOLITION
1. SEE DRAWING SD103 FOR REFERENCE AND NOTE 5 ON SD103 TO
ESTABLISH STATIONING SYSTEMS.
2. RETAIN AND PROTECT STEEL SHEETING AND 18" RCP BETWEEN
THE TWO EXISTING 30" DIAMETER STEEL PIPE PILES. SEE APPENDIX
A IN THE SPECIFICATIONS FOR REINFORCEMENT DETAILS.
3. VERIFY IN THE FIELD AND PROVIDE 6" CLEARANCE BETWEEN
BOTTOM OF SHEET PILE DEMOLITION AND TOP OF STEEL OF WALE.
4. SEE CIVIL DRAWINGS FOR FILL AND PAVEMENT DEMOLITION.
GENERAL SHEET NOTES:
SD103 SD103
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
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
/2
/2
:4
:3
A
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 tiv e O
P C
P ie r_
/P
IE
R
U S
C G
-1 -S
.r v t
SD201
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
S
N B
U
LK
H E
A D
D E
M O
LI
TI
O N
E
LE
V A
TI
O
N
MJF
12936629
JZ KCJ
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
S D
06 FEB 2026
SCALE: 1/4" = 1'-0" (SD103)
B3
DEMOLITION ELEVATION OF S45N BULKHEAD AT PIER LIMITS
SCALE: 1/4" = 1'-0" (_SD103)
A3
DEMOLITION ELEVATION OF DEADMAN STEEL SHEETING PILE
1/4" = 1' - 0" 0 5' 10' 15'1'
(SD103)
A
M E
N D
M E
N T
/2
3/
V
M G
DEMO SHT PILE TO EL 5.50
STL SHT PILE (PZ35) TOP EL 9.00±
MHW EL 1.62
MLW EL -1.97
TOP OF GROUND, EL 10.00±
STL SHT PILE (PZ35) TOP EL 9.00±
MLW EL -1.97
MHW EL 1.62
BULKHEAD CAP CHANNEL, EL 11.00±
TOP OF GROUND, EL 10.00±
LEGEND:
LIMITS OF BULKHEAD DEMOLITION
NAVD88
EL 0.00'
0+300+200+10STA TEMP 2
0+00
3'
6"
0+16.75 TO 0+22.50
5' - 9"
NAVD88
EL 0.00'
0+400+300+200+10STA TEMP 1
0+00
0+50 0+60
0+38.75 TO
0+43.17±2' - 2"
0+6.50 TO 0+14.50±
8' - 0"
5'
6"
1'
6"
APPROX 0+04.33 TO 0+38.75±
34' - 5"± 4' - 5"
1954 BULKHEAD TIE ROD AND DEADMAN
1. SEE DRAWING SD103 FOR REFERENCE AND NOTE 5 ON SD103 TO
ESTABLISH STATIONING SYSTEMS.
2. RETAIN AND PROTECT STEEL SHEETING AND 18" RCP BETWEEN
THE TWO EXISTING 30" DIAMETER STEEL PIPE PILES. SEE APPENDIX
A IN THE SPECIFICATIONS FOR REINFORCEMENT DETAILS.
3. VERIFY IN THE FIELD AND PROVIDE 6" CLEARANCE BETWEEN
BOTTOM OF SHEET PILE DEMOLITION AND TOP OF STEEL OF WALE.
4. SEE CIVIL DRAWINGS FOR FILL AND PAVEMENT DEMOLITION.
GENERAL SHEET NOTES:
SD103 SD103
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…
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