Attachment W - Pier 1 - Amendment 005 Drawings.pdf
PDF 16 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 comprehensive set of construction contract drawings for the USCG OCR Homeport Initiative OPC Pier 1 project located at Naval Station Newport, Rhode Island. The project involves the design and construction of a new pier structure with supporting infrastructure, including demolition of existing facilities, dredging, bulkhead construction, and utility systems installation.
The structural work includes installation of 36-inch diameter concrete-filled steel pipe piles (400-ton compression capacity), reinforced concrete pile caps and decking, precast concrete planks, and steel framing. The project specifies marine-grade concrete (5,000 PSI minimum), galvanized reinforcing steel per ASTM A767 Grade 60, and hot-dip galvanized structural steel. Foundation design accommodates dynamic pile analysis (PDA) testing for verification. Civil work encompasses site demolition, utility relocation, dredging to specified elevations (approximately -14 to -40 feet), bulkhead repair with steel sheet piling (PZ35), and erosion control measures. Mechanical systems include compressed air, fresh water (10-inch main with reduced pressure backflow preventers), and sanitary sewer force mains with dual pump systems. The fresh water system includes heated enclosures for freeze protection and remote monitoring. Electrical infrastructure provides shore power connections, lighting control via astronomical timers, line insulation monitoring, and heat trace systems for piping (277-volt circuits with 24 circuits totaling approximately 34,000 watts). The contract requires compliance with UFC standards, AISC specifications, ACI 318 concrete standards, and USCG mooring requirements. Project coordination emphasizes field verification of existing conditions, utility interface management, and protection of existing infrastructure including 1954-era concrete deadmen and tie rods.
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SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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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
51 S-002 12936620 STRUCTURAL GENERAL NOTES - SHEET 1 OF 2
52 S-003 12936621 STRUCTURAL GENERAL NOTES - SHEET 2 OF 2
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
56 SD101 12936625 OVERALL STRUCTURAL DEMOLITION PLAN
57 SD102 12936626 PIER 1 DEMOLITION PLAN
58 SD103 12936627 S45N BULKHEAD DEMOLITION PLAN
59 SD104 12936628 S45S BULKHEAD DEMOLITION PLAN
60 SD201 12936629 S45N BULKHEAD DEMOLITION ELEVATION
61 SD202 12936630 TEMPORARY SHEETING BULKHEAD ELEVATION
62 SD301 12936631 TYPICAL SECTION FOR PIER 1 DEMOLITION
63 SD302 12936632 TYPICAL SECTION FOR BULKHEAD DEMOLITION
64 SD303 12936633 SECTION OF DEMOLITION AT S45N BULKHEAD
65 SD501 12936634 MISCELLANEOUS DEMOLITION DETAILS
66 SD601 12936635 PIER 1 AND S45N BULKHEAD DEMOLITION PHOTOGRAPHS
67 SD602 12936636 S45N BULKHEAD DEMOLITION PHOTOGRAPHS
68 S-101 12936637 OVERALL BULKHEAD PLAN
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
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 12936695 OUTBOARD SUBSTATION PART PLAN
127 S-403 12936696 INBOARD SUBSTATION PART PLAN
128 S-404 12936697 S45S BULKHEAD PART PLAN & SECTION
129 S-501 12936698 TURBIDITY CURTAIN NOTES & DETAILS
130 S-502 12936699 PILE DETAILS - CONCRETE-FILLED STEEL PIPE PILES
131 S-503 12936700 PILE DETAILS - STEEL PILES
132 S-504 12936701 CONCRETE PILE CAP DETAILS - SHEET 1 OF 3
133 S-505 12936702 CONCRETE PILE CAP DETAILS - SHEET 2 OF 3
134 S-506 12936703 CONCRETE PILE CAP DETAILS - SHEET 3 OF 3
135 S-507 12936704 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
155 S-527 12936724 S45S BULKHEAD DETAILS - SHEET 2 OF 3
156 S-528 12936725 S45S BULKHEAD DETAILS - SHEET 3 OF 3
157 S-529 12936726 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
31 CN301 12936600 DREDGING SECTIONS - SHEET 1 OF 3
32 CN302 12936601 DREDGING SECTIONS - SHEET 2 OF 3
33 CN303 12936602 DREDGING SECTIONS - SHEET 3 OF 3
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
35 C-002 12936604 GENERAL NOTES
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
37 CD102 12936606 UTILITY DEMOLITION PLAN - PIER 1 LANDSIDE
38 C-101 12936607 SITE PLAN
39 C-102 12936608 UTILITY PLAN - PIER 1 LAND SIDE
40 C-103 12936609 COMPOSITE UTILITY LAYOUT PLAN - PIER 1 LANDSIDE
41 C-201 12936610 UTILITY PROFILES - SHEET 1 OF 2
42 C-202 12936611 UTILITY PROFILES - SHEET 2 OF 2
43 C-501 12936612 EROSION CONTROL NOTES & DETAILS
44 C-502 12936613 SITE DETAILS - SHEET 1 OF 6
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
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1. FIELD VERIFY ALL DIMENSIONS, LOCATIONS AND ELEVATIONS SHOWN ON CONTRACT DRAWINGS FOR EXISTING STRUCTURES. ALL DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.
2. THE SIZES AND LOCATIONS OF EQUIPMENT PADS AND PEDESTALS, AS WELL AS EQUIPMENT-
RELATED FLOOR AND WALL OPENINGS, ARE DEPENDENT ON THE ACTUAL EQUIPMENT
FURNISHED. VERIFY AND COORDINATE ALL SUCH ITEMS. DIMENSIONS INDICATED ON THESE
DRAWINGS MUST NOT BE ALTERED WITHOUT APPROVAL OF THE CONTRACTING OFFICER.
STRUCTURAL DRAWINGS MAY NOT SHOW ALL EQUIPMENT PADS AND OTHER EQUIPMENT
SUPPORTS REQUIRED. REFER TO CIVIL, MECHANICAL AND ELECTRICAL DRAWINGS.
3. FOR NOTES PERTAINING TO INDIVIDUAL STRUCTURES, SEE DRAWINGS FOR THOSE STRUCTURES.
4. COORDINATE ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, WITH THE
GOVERNMENT'S ACTIVITIES.
5. FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, LOCATIONS AND DIMENSIONS OF UTILITIES AND
INTERFACE TO EXISTING PIER PRIOR TO DEMOLITION, MATERIAL FABRICATION AND FIELD
CONSTRUCTION.
6. COORDINATE CONCRETE PLACEMENT WITH MECHANICAL, ELECTRICAL AND FIRE PROTECTION.
STRUCTURAL GENERAL NOTES
STRUCTURAL CONCRETE NOTES
1. PROVIDE CONCRETE AS FOLLOWS:
A. PIER STRUCTURE (INCLUDING PILES AND MANHOLES) - MARINE CONCRETE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS.
2. DETAIL AND CONSTRUCT REINFORCED CONCRETE IN ACCORDANCE WITH AMERICAN CONCRETE
INSTITUTE ACI SPEC-301-20, "SPECIFICATION FOR STRUCTURAL CONCRETE".
3. DETAIL REINFORCING STEEL IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE ACI 315R-18, "GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS," AND ACI SP-66, "ACI DETAILING
MANUAL".
4. PROVIDE REINFORCEMENT CONFORMING TO ASTM A767, GRADE 60. GALVANIZED REINFORCING
STEEL MUST BE USED, UNLESS NOTED OTHERWISE.
5. UNLESS NOTED OTHERWISE ON THE DRAWINGS, THE CONCRETE COVER FOR REINFORCEMENT
MUST BE AS FOLLOWS:
A. BOTTOM BARS IN FOOTINGS AND IN SLABS ON EARTH OR GRAVEL: 3".
B. BEAMS, SLABS, COLUMNS AND WALLS, EXPOSED TO GROUND, WEATHER MOISTURE, AND
MARINE ENVIRONMENT, AFTER REMOVAL OF FORMS: 3".
7. SUBMIT REINFORCING STEEL DETAILS (SHOP DRAWINGS) AND RECEIVE APPROVAL FROM THE
CONTRACTING OFFICER BEFORE PROCEEDING WITH FABRICATION.
8. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4", UNLESS NOTED OTHERWISE.
9. POUR CONCRETE SLABS AND WALLS BETWEEN INDICATED JOINTS, ALLOWING A MINIMUM
ELAPSED PERIOD OF 3 DAYS BETWEEN ADJACENT POURS.
10. PROVIDE JOINTS AS DETAILED AND SPECIFIED. NO ADDITIONAL JOINTS MUST BE USED NOR ANY
OMITTED EXCEPT BY WRITTEN AUTHORIZATION FROM THE CONTRACTING OFFICER. APPROVED
ADDITIONAL JOINTS MUST NOT RESULT IN ADDITIONAL EXPENSE TO THE GOVERNMENT.
11. PROVIDE SWELLABLE WATERSTOPS AS SHOWN ON THE DRAWINGS. WHERE NOT SHOWN,
CONTINUOUS PVC WATERSTOPS MUST BE USED.
12. SIZE AND LOCATE ANCHOR BOLTS AND EQUIPMENT PADS OR PEDESTALS TO SUIT EQUIPMENT
FURNISHED.
13. REVIEW ALL DRAWINGS FROM OTHER DISCIPLINES AND COORDINATE ALL OPENINGS AND
EMBEDDED ITEMS, SUCH AS SLEEVES, ANCHORS, CONDUITS, ETC., WHICH WILL BE
INCORPORATED INTO CONCRETE WORK.
14. ROUGHEN SURFACE OF ALL HORIZONTAL CONSTRUCTION JOINTS IN BEAMS AND PILE CAPS TO
APPROXIMATELY 1/4" FULL AMPLITUDE UNLESS NOTED OTHERWISE.
15. PROVIDE WELDED WIRE FABRIC CONFORMING TO ASTM A185. ALL WELDED WIRE FABRIC MUST
BE GALVANIZED AND IN CONFORMANCE WITH ASTM A106.
16. FOR REINFORCEMENT TO REMAIN WITHIN DEMOLITION LIMIT REMOVE AND DISPOSE ALL
CONCRETE FROM REINFORCING. PER ACI 301, WHEN CONCRETE IS PLACED, ALL REINFORCEMENT
MUST BE FREE OF MATERIALS DELETERIOUS TO BOND.
18. ALL REINFORCING STEEL MUST BE CONTINUOUS OR LAP SPLICED WITH LENGTH AS SHOWN
ON S-### UNLESS NOTED OTHERWISE. ALL LAP SPLICES AT THE SAME LOCATION ARE REQUIRED
TO BE STAGGERED OUT 5'-0" FROM EACH OTHER AS MINIMUM FOR MORE THAN FIFTY PERCENT
(50%) OF TOTAL REINFORCEMENT AT THIS LOCATION.
19. PROVIDE WELDS OR MECHANICAL COUPLER TO ENSURE REINFORCEMENT CONTINUITY WHEN
REINFORCEMENT RETENTION IS NOT PRACTICAL OR INADVERTENT DAMAGE OCCURS TO EXISTING
REINFORCEMENT DURING CONSTRUCTION. REMOVAL AND RESTORATION (COLD-APPLIED) OF
REINFORCEMENT GALVANIZING ARE REQUIRED BEFORE AND AFTER WELDING.
20. PROVIDE HEADED REINFORCEMENT IN ACCORDANCE WITH ASTM A970, GRADE 60. HEADED
REINFORCEMENT TO BE GALVANIZED IN ACCORDANCE WITH ASTM A767.
STRUCTURAL STEEL NOTES
1. FABRICATE AND ERECT STRUCTURAL STEEL CONFORMING TO THE REQUIREMENTS OF
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), "STEEL CONSTRUCTION MANUAL".
2. SUBMIT ERECTION PLANS AND SHOP DETAILS AND RECEIVE APPROVAL FROM THE
CONTRACTING OFFICER BEFORE PROCEEDING WITH FABRICATION.
3. PROVIDE STRUCTURAL STEEL WIDE-FLANGE SHAPES CONFORMING TO ASTM A992; H-PILES
CONFORMING TO ASTM A573 HSS MEMBERS CONFORMING TO ASTM A500; CHANNELS, PLATES,
AND ANGLES CONFORMING TO ASTM A36; AND THREADED RODS CONFORMING TO ASTM A36.
4. PROVIDE HOT-DIP GALVANIZED ANCHOR BOLTS CONFORMING TO ASTM F1554.
5. PROVIDE BOLTS CONFORMING TO ASTM A306, NUTS CONFORMING TO ASTM A563, AND
WASHERS CONFORMING TO ASTM F436. BOLTS, NUTS AND WASHERS ARE HOT-DIP GALVANIZED.
6. WELD IN COMPLIANCE WITH AMERICAN WELDING SOCIETY AWS D1.5 "BRIDGE WELDING CODE" FOR WELDS USED TO FABRICATE STEEL PIPE PILES, AND AWS D1.1, "STRUCTURAL WELDING CODE -
STEEL" FOR WELDS USED FOR ALL OTHER STEEL WORKS.
7. WELD ALL SHOP CONNECTIONS WITH CLASS E70XX ELECTRODES. PROVIDE FIELD
CONNECTIONS WITH HIGH STRENGTH BOLTED CONNECTIONS UNLESS NOTED OTHERWISE.
8. CONNECTIONS NOT INDICATED MUST BE DESIGNED BY THE FABRICATOR AND RECEIVE
APPROVAL FROM THE CONTRACTING OFFICER.
9. MILL BOTTOM OF ALL COLUMNS AND FINISH TOP OF ALL BASE PLATES IN ACCORDANCE WITH AISC
SPECIFICATIONS. WELD BASE PLATES TO BOTTOM OF COLUMNS.
10. ALL STRUCTURAL STEEL MUST BE HOT-DIP GALVANIZED, UNLESS NOTED OTHERWISE.
11. STRUCTURAL STEEL TO BE USED IN BULKHEAD IS EXCLUDED FROM THIS SECTION.
CODES AND STANDARDS
1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "STEEL CONSTRUCTION MANUAL", SIXTEENTH EDITION, 2022.
2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), "SEISMIC DESIGN MANUAL", FOURTH EDITION, 2024.
3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), " SPECIFICATION FOR STRUCTURAL STAINLESS STEEL
BUILDINGS (ANSI/AISC 370-21)", 2021.
4. AMERICAN CONCRETE INSTITUTE ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 2019.
5. AMERICAN CONCRETE INSTITUTE ACI 301, "SPECIFICATIONS FOR CONCRETE CONSTRUCTION", 2020.
6. AMERICAN SOCIETY OF CIVIL ENGINEERS, "SEISMIC DESIGN OF PIERS AND WHARVES", ASCE/CORPI 61-14, 2014.
7. ALUMINUM ASSOCIATION, "ALUMINUM DESIGN MANUAL", 2020.
8. AMERICAN SOCIETY OF CIVIL ENGINEERS, ASCE 7, "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES", 2022.
9. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO), "LRFD BRIDGE DESIGN
SPECIFICATIONS", 9TH EDITION, 2024.
10. CALIFORNIA STATE LANDS COMMISSION MARINE FACILITIES DIVISION, "MARINE OIL TERMINAL ENGINEERING AND
MAINTENANCE STANDARDS", 2012.
11. FEMA 302, "NEHRP RECOMMENDED PROVISIONS FOR SEISMIC REGULATIONS FOR NEW BUILDINGS AND OTHER
STRUCTURES", 2020.
12. INTERNATIONAL BUILDING CODE (IBC), 2024.
13. UFC 1-200-01, "DoD BUILDING CODE" WITH CHANGE 3, 2024
14. UFC 4-151-10, "GENERAL CRITERIA FOR WATERFRONT CONSTRUCTION", WITH CHANGE 1, 2024.
15. UFC 4-152-01, "DESIGN: PIERS AND WHARVES", WITH CHANGE 1, 2024.
16. UFC 4-159-03, "MOORINGS", 2020.
17. UFC 3-301-01, "STRUCTURAL ENGINEERING", WITH CHANGE 3, 2025.
18. USCG CSTO, SILC-CSTO-36-11 31 21-02, CUTTER MOORINGS, JAN, 2025.
ALUMINUM STRUCTURAL NOTES
1. FABRICATE ALL STRUCTURAL ALUMINUM IN ACCORDANCE WITH THE SPECIFICATIONS OF THE ALUMINUM ASSOCIATION.
2. PROVIDE ALLOY 6061-T6 STRUCTURAL ALUMINUM.
3. COAT ALL ALUMINUM IN CONTACT WITH CONCRETE AND OTHER DISSIMILAR METALS WITH BITUMINOUS PAINT ON THE
CONTACT SURFACE.
4. USE STAINLESS STEEL CONNECTION BOLTS FOR CONNECTING ALUMINUM MEMBERS.
5. ALL EDGES AND OPENINGS IN GRATING MUST BE BANDED.
FOUNDATION NOTES - STEEL PIPE PILES
1. INSTALL STEEL PIPE PILES IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. FOR ADDITIONAL STEEL PIPE PILE REQUIREMENTS, AS WELL AS REQUIREMENTS FOR THE PROJECT TEST PILE PROGRAM, REFER TO SPECIFICATION SECTION 31 62 16.13 “STEEL PIPE PILES.” NOTE THAT THE TEST PILE PROGRAM CONSISTS OF DYNAMIC PILE ANALYSIS (PDA) TESTS AT LOCATIONS AS INDICATED ON THE PILE PLANS. ALL PDA TEST LOCATIONS INDICATED ON THE PILE PLANS AND SCHEDULES MUST BE PERFORMED TO VERIFY PILE CAPACITIES AND DRIVABILITY. PDA TEST PILES MUST BE DRIVEN PRIOR TO DRIVING PRODUCTION PILES. LOCATION OF TEST PILES MAY BE ADJUSTED SLIGHTLY WITH CONTRACTING OFFICER APPROVAL.
DRIVE TEST PILES TO INDICATED TIP ELEVATION AND CAPACITY.
2. FOUNDATION TYPE AND LOCATIONS ARE SHOWN ON THE PILE PLANS (DRAWINGS S-103 THROUGH S-109).
3. UNLESS NOTED OTHERWISE, BENTS 1 THROUGH 43 AT PIER 1 MUST BE SUPPORTED BY 36"Ø X 7/8" WALL THICKNESS DRIVEN STEEL PIPE PILES. STEEL PIPE PILES MUST CONFORM TO THE REQUIREMENTS OF ASTM A252, GRADE 3 (MODIFIED TO 50 KSI MINIMUM YIELD STRENGTH). ALL DRIVEN STEEL PIPE PILES MUST BE EQUIPPED WITH AN OUTSIDE-FIT CAST STEEL DRIVING SHOE OR PILE POINT CONFORMING TO THE REQUIREMENTS OF ASTM A27, GRADE 90/60. FOR TYPICAL STEEL PIPE PILE DETAILS, SEE DRAWINGS S-502
AND S-503.
4. STEEL PIPE PILES MUST BE DRIVEN TO THE MINIMUM TIP ELEVATIONS AND ALLOWABLE BEARING CAPACITIES INDICATED ON THE PLANS, USING AN APPROVED HAMMER, WITH A CAPACITY AT LEAST EQUAL TO THE HAMMER MANUFACTURER'S RECOMMENDATIONS FOR THE TOTAL WEIGHT OF PILE AND THE
CHARACTER OF THE SUBSURFACE MATERIAL TO BE ENCOUNTERED.
5. PILE TIP ELEVATIONS ARE PROVIDED IN DRAWING S-601.
6. PILE SERVICE (ALLOWABLE) CAPACITIES:
6.1. 36” Ø CONCRETE-FILLED STEEL PIPE PILE CAPACITY…………….….400 TONS (COMPRESSION)
0 TONS (TENSION)
7. PILE FACTORED (ULTIMATE) CAPACITIES:
7.1. 36” Ø CONCRETE-FILLED STEEL PIPE PILE CAPACITY…………….…..900 TONS (COMPRESSION)
0 TONS (TENSION)
8. SPUDDING AND/OR JETTING OF STEEL PIPE PILES WILL NOT BE ALLOWED.
9. COORDINATE THE STEEL PIPE PILE DRIVING SCHEDULE SO AS NOT TO INTERFERE WITH OR BE
DETRIMENTAL TO ADJACENT CONCRETE PLACEMENT AND CURING OPERATIONS.
S-004
STAINLESS STEEL NOTES
1. ALL STAINLESS STEEL MATERIALS MUST CONFORM TO APPLICABLE ASTM STANDARDS AND MUST
BE SUITABLE FOR CONTINUOUS EXPOSURE TO MARINE AND COASTAL ENVIRONMENTS.
2. UNLESS NOTED OTHERWISE, ALL STAINLESS STEEL MUST BE TYPE 316L (UNS S31603).
3. STAINLESS STEEL MUST HAVE A PITTING RESISTANCE EQUIVALENT NUMBER NOT LESS THAN 32.
4. ALL FASTENERS, ANCHORS, BOLTS, NUTS, WASHERS, AND THREADED RODS MUST BE STAINLESS
STEEL OF THE SAME GRADE AS THE PARENT MATERIAL (316/316L MINIMUM).
5. WELDING MUST BE PERFORMED IN ACCORDANCE WITH AWS D1.6. WELDERS MUST BE QUALIFIED
FOR STAINLESS STEEL WELDING.
6. FILLER METALS MUST BE LOW-CARBON, CORROSION-RESISTANT GRADES COMPATIBLE WITH BASE
METAL: ER316L/E316L FOR 316/316L BASE METAL.
7. NO CARBON STEEL OR DISSIMILAR FILLER METALS ARE PERMITTED.
8. ALL WELDING, GRINDING, CUTTING, AND FABRICATION TOOLS MUST BE DEDICATED STAINLESS
STEEL TOOLS ONLY AND MUST NOT BE PREVIOUSLY USED ON CARBON STEEL.
9. STAINLESS STEEL MUST BE PROTECTED FROM CONTACT WITH CARBON STEEL DURING
FABRICATION, STORAGE, AND INSTALLATION TO PREVENT IRON CONTAMINATION AND SURFACE
CORROSION.
10. ALL WELDS AND HEAT-AFFECTED ZONES MUST BE PICKLED AND PASSIVATED AFTER FABRICATION
IN ACCORDANCE WITH ASTM A380 AND ASTM A967.
11. MECHANICAL CLEANING ALONE (WIRE BRUSHING OR GRINDING) IS NOT SUFFICIENT; CHEMICAL
PASSIVATION IS MANDATORY FOR ALL MARINE-EXPOSED STAINLESS STEEL.
12. ALL FREE IRON MUST BE REMOVED FROM STAINLESS STEEL SURFACES PRIOR TO INSTALLATION.
13. SURFACE FINISH MUST BE:
13.1 MINIMUM NO. 2B FINISH FOR PLATES AND SHEETS.
13.2 SMOOTH MILL FINISH FOR BARS AND SHAPES.
13.3 NO ROUGH OR CREVICE-FORMING FINISHES PERMITTED IN SPLASH OR TIDAL ZONES.
14. STAINLESS STEEL MUST NOT BE IN DIRECT CONTACT WITH DISSIMILAR METALS (CARBON STEEL, ALUMINUM, COPPER ALLOYS) UNLESS ELECTRICALLY ISOLATED USING NEOPRENE, PTFE, HDPE, OR
EQUIVALENT NON-CONDUCTIVE MATERIALS.
15. STAINLESS STEEL MUST NOT BE PAINTED OR COATED UNLESS SPECIFICALLY SHOWN ON THE
DRAWINGS.
16. CHLORIDE-CONTAINING CLEANERS, BLEACH, OR ACIDIC CHEMICALS MUST NOT BE USED FOR
CLEANING STAINLESS STEEL.
17. ALL STAINLESS STEEL MUST BE DELIVERED WITH PROTECTIVE WRAPPING AND STORED OFF THE
GROUND, COVERED, AND PROTECTED FROM SALT SPRAY PRIOR TO INSTALLATION.
18. ANY DAMAGED, SCRATCHED, HEAT-TINTED, OR CONTAMINATED SURFACES MUST BE RE-GROUND, PICKLED, AND PASSIVATED PRIOR TO ACCEPTANCE.
19. SUBSTITUTIONS SUCH AS 2205 DUPLEX OR SUPER-AUSTENITIC STAINLESS STEELS (SUCH AS 904L, 254 SMO) MUST REQUIRE CONTRACTING OFFICER APPROVAL.
21. FINAL ACCEPTANCE MUST BE SUBJECT TO VISUAL INSPECTION FOR SURFACE CONTAMINATION, PITTING, RUST STAINING, OR FABRICATION DEFECTS.
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
TL
A 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
/1
/2
:3
:4
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-002
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
S
TR
U C
TU
R
A L
G E
N E
R A
L N
O
TE
S
S H
E E
T
O F
MJF
12936620
JZ AEP
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 -0
06 FEB 2026
A
M E
N D
M E
N T
/0
/2
V M
G
EL -14.0±, SEE NOTE
EL -24.5±
EL -40.0±
1072 PSF
3261 PSF
902 PSF
EL -2.12
EL 1.62
EL 11.0±
312 PSF 339 PSF
561 PSF
680 PSF
868 PSF
371 PSF
472 PSF
156 PSF
170 PSF
170 PSF
143 PSF
198 PSF
PASSIVE EARTH PRESSURE ACTIVE EARTH
PRESSURE AND
TIDAL LAG
SURCHARGE SEISMIC
NOTE:
EXISTING GROUNDLINE AT THE BULKHEAD FACE IS AT APPROXIMATE
ELEVATION -9. THE UPPER 5-FT OF SEDIMENT HAS BEEN IGNORED IN THE
DESIGN.
EL -14.0±, SEE NOTE
EL -24.5±
EL -40.0±
1072 PSF
3261 PSF
902 PSF
EL -2.12
EL 1.62
EL 11.0±
312 PSF 339 PSF
689 PSF
808 PSF
996 PSF
499 PSF
600 PSF
156 PSF
170 PSF
170 PSF
143 PSF
198 PSF
PASSIVE EARTH PRESSURE ACTIVE EARTH
PRESSURE AND
TIDAL LAG
SURCHARGE SEISMIC
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
TL
A 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
/1
/2
:3
:4
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-005
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
S
TR
U C
TU
R
A L
D E
S
IG
N L
O A
D S
A N
D S
TA
N
D A
R D
D E
TA
IL
S
S H
E E
T
O F
JZ
12936623
MJF AEP
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 -0
06 FEB 2026
NOT TO SCALE
B3
DESIGN PRESSURE DIAGRAM @ MEAN HIGH WATER
NOT TO SCALE
C3
DESIGN PRESSURE DIAGRAM @ MEAN LOW WATER
1. ENVIRONMENTAL LOADS: ENVIRONMENTAL LOADS INCLUDE SELF WEIGHT
OF STRUCTURE, WEIGHT OF SUPPORTED EQUIPMENTS, AND VERTICAL OR
LATERAL EARTH/HYDRODYNAMIC PRESSURES AND EXCLUDED VERTICAL
LIVE LOADS.
A. SEA WATER = 64 PCF
B. REINFORCED CONCRETE = 150 PCF
C. STEEL = 490 PCF
D. FILL
1. COMPACTED GRANULAR FILL =1 30 PCF
2. PEASTONE FILL = 110 PCF
2. LIVE LOADS -
A. PIER DECK (VERTICAL LOADS)
1. 600 PSF UNIFORM LIVE LOAD)
2. MOBILE TRUCK CRANE:
a. 70 TON MOBILE CRANE
• OUTRIGGER 10 FT MIN FROM LEADING EDGE
3. VEHICULAR LOADING:
a. 105' LADDER FIRE TRUCK OR FUEL TRUCK
b. HS25-44 TRUCK
B. SEISMIC LOAD:
RISK CATEGORY - III
Ss = 0.2G
SITE CLASSIFICATION - D
DESIGN LOADS (BULKHEAD):
A
M E
N D
M E
N T
/0
/2
V M
A
B
E
F
383940414243
C1 S-304
6'
6"
7'
3"
7'
3"
6'
6"
EDGE OF PIER DECK
ABOVE
C PIER
3' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"
C
L
M A
T C
H L
IN
E
S E
E A
S -1
C2 S-301
S 73° 56' 31.42" W
A1 S-519
25' - 0"
1000' - 0"
C3 S-307
D
LEGEND:
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
(PDA TEST PILE)
SHEET KEYNOTES:
1. PIER-SUPPORTING PILES ARE 36" DIA x 7/8" THICK CONCRETE-FILLED
STEEL PIPE PILES WITH 10'-0" LONG HDPE PILE SLEEVE.
2. ALL PILES TO BE INSTALLED WITH SACRIFICIAL ANODES, SEE
DRAWING E-112 FOR MORE INFORMATION.
3. SEE PILE SCHEDULE DRAWING S-### FOR PILE TIP ELEVATION.
GENERAL SHEET NOTES:
S-601
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L 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
TL
A 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
/1
/2
:3
:4
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-103
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
P
IL
E P
LA
N
S
H E
E T
O
F
MJF
12936639
JZ KM
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
PILE PLAN - SHEET 1 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1 36" DIAMETER CONCRETE-FILLED STEEL PIPE PILE, SEE DRAWING S-502.
A
M E
N D
M E
N T
/0
/2
V M
E
F
3031323334353637
C4 S-304
C3
S-304
M A
T C
H L
IN
E
S E
E A
S -1
M A
T C
H L
IN
E
S E
E A
S -1
EDGE OF PIER
DECK ABOVE
6'
6"
7'
3"
7'
3"
6'
6"
25' - 0" 25' - 0" 25' - 0" 25' - 0" 21' - 6" 21' - 6" 11' - 0"
C
C PIERL
A2 S-301
A3 S-308
S 73° 56' 31.42" W
C3 S-308
25' - 0" 25' - 0"
1000' - 0"
D
A3 S-307
LEGEND:
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
(PDA TEST PILE)
SHEET KEYNOTES:
1. PIER-SUPPORTING PILES ARE 36" DIA x 7/8" THICK CONCRETE-FILLED
STEEL PIPE PILES WITH 10'-0" LONG HDPE PILE SLEEVE.
2. ALL PILES TO BE INSTALLED WITH SACRIFICIAL ANODES, SEE
DRAWING E-112 FOR MORE INFORMATION.
3. SEE PILE SCHEDULE DRAWING S-### FOR PILE TIP ELEVATION.
GENERAL SHEET NOTES:
S-601
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L 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
TL
A 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
/1
/2
:3
:5
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-104
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
P
IL
E P
LA
N
S
H E
E T
O
F
MJF
12936640
JZ KM
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
PILE PLAN - SHEET 2 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1 36" DIAMETER CONCRETE-FILLED STEEL PIPE PILE, SEE DRAWING S-502.
A
M E
N D
M E
N T
/0
/2
V M
E
F
242526272829
M A
T C
H L
IN
E
S E
E A
S -1
M A
T C
H L
IN
E
S E
E A
S -1
EDGE OF PIER DECK
ABOVE
6'
6"
7'
3"
7'
3"
6'
6"
25' - 0" 25' - 0" 25' - 0"25' - 0" 25' - 0"
C
C PIERL
S 73° 56' 31.42" W
25' - 0" 25' - 0"
1000' - 0"
D
A3 S-311
SHEET KEYNOTES:
1. PIER-SUPPORTING PILES ARE 36" DIA x 7/8" THICK CONCRETE-FILLED
STEEL PIPE PILES WITH 10'-0" LONG HDPE PILE SLEEVE.
2. ALL PILES TO BE INSTALLED WITH SACRIFICIAL ANODES, SEE
DRAWING E-112 FOR MORE INFORMATION.
3. SEE PILE SCHEDULE DRAWING S-### FOR PILE TIP ELEVATION.
GENERAL SHEET NOTES:
S-601
LEGEND:
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
(PDA TEST PILE)
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L 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
TL
A 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
/1
/2
:3
:5
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-105
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
P
IL
E P
LA
N
S
H E
E T
O
F
MJF
12936641
JZ KM
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
PILE PLAN - SHEET 3 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1 36" DIAMETER CONCRETE-FILLED STEEL PIPE PILE, SEE DRAWING S-502.
A
M E
N D
M E
N T
/0
/2
V M
E
F
17181920212223
M A
T C
H L
IN
E
S E
E A
S -1
M A
T C
H L
IN
E
S E
E A
S -1
25' - 0" 25' - 0"25' - 0" 25' - 0" 11' - 0" 25' - 0"
C
6'
6"
7'
3"
7'
3"
6'
6"
1000' - 0"
25' - 0" 25' - 0"
EDGE OF PIER DECK
ABOVE
C PIERL
S 73° 56' 31.42" W
D
C3 S-504
C1 S-504
SHEET KEYNOTES:
1. PIER-SUPPORTING PILES ARE 36" DIA x 7/8" THICK CONCRETE-FILLED
STEEL PIPE PILES WITH 10'-0" LONG HDPE PILE SLEEVE.
2. ALL PILES TO BE INSTALLED WITH SACRIFICIAL ANODES, SEE
DRAWING E-112 FOR MORE INFORMATION.
3. SEE PILE SCHEDULE DRAWING S-### FOR PILE TIP ELEVATION.
GENERAL SHEET NOTES:
S-601
LEGEND:
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
(PDA TEST PILE)
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L 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
TL
A 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
/1
/2
:3
:0
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-106
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
P
IL
E P
LA
N
S
H E
E T
O
F
MJF
12936642
JZ KM
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
PILE PLAN - SHEET 4 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1 36" DIAMETER CONCRETE-FILLED STEEL PIPE PILE, SEE DRAWING S-502.
A
M E
N D
M E
N T
/0
/2
V M
E
F
10111213141516 M
A T
C H
L
IN
E
S E
E A
S -1
EDGE OF PIER DECK
ABOVE
25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 11' - 0"
C
C PIERL
S 73° 56' 31.42" W
6'
6"
7'
3"
7'
3"
6'
6"
1000' - 0"
25' - 0" 25' - 0"
M A
T C
H L
IN
E
S E
E A
S -1
D
SHEET KEYNOTES:
1. PIER-SUPPORTING PILES ARE 36" DIA x 7/8" THICK CONCRETE-FILLED
STEEL PIPE PILES WITH 10'-0" LONG HDPE PILE SLEEVE.
2. ALL PILES TO BE INSTALLED WITH SACRIFICIAL ANODES, SEE
DRAWING E-112 FOR MORE INFORMATION.
3. SEE PILE SCHEDULE DRAWING S-### FOR PILE TIP ELEVATION.
GENERAL SHEET NOTES:
S-601
LEGEND:
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
(PDA TEST PILE)
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L 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
TL
A 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
/1
/2
:3
:0
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-107
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
P
IL
E P
LA
N
S
H E
E T
O
F
MJF
12936643
JZ KM
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
PILE PLAN - SHEET 5 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1 36" DIAMETER CONCRETE-FILLED STEEL PIPE PILE, SEE DRAWING S-502.
A
M E
N D
M E
N T
/0
/2
V M
E
F
456789
A3 S-304
A3 S-309
EDGE OF PIER DECK
ABOVE
M A
T C
H L
IN
E
S E
E A
S -1
M A
T C
H L
IN
E
S E
E A
S -1
25' - 0" 25' - 0" 25' - 0" 25' - 0" 21' - 6"
C
C3 S-309
C PIERL
C2 S-302
S 73° 56' 31.42" W
25' - 0"
1000' - 0"
6'
6"
7'
3"
7'
3"
6'
6"
D
SHEET KEYNOTES:
1. PIER-SUPPORTING PILES ARE 36" DIA x 7/8" THICK CONCRETE-FILLED
STEEL PIPE PILES WITH 10'-0" LONG HDPE PILE SLEEVE.
2. ALL PILES TO BE INSTALLED WITH SACRIFICIAL ANODES, SEE
DRAWING E-112 FOR MORE INFORMATION.
3. SEE PILE SCHEDULE DRAWING S-### FOR PILE TIP ELEVATION.
GENERAL SHEET NOTES:
S-601
LEGEND:
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
(PDA TEST PILE)
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L 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
TL
A 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
/1
/2
:3
:1
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-108
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
P
IL
E P
LA
N
S
H E
E T
O
F
MJF
12936644
JZ KM
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 -1
06 FEB 2026
1/8" = 1' - 0" 0 5' 10' 15' 30'
PLAN
NORTH
SCALE: 1/8" = 1'-0"
PILE PLAN - SHEET 6 OF 7
A2
1 36" DIAMETER CONCRETE-FILLED STEEL PIPE PILE, SEE DRAWING S-502.
A
M E
N D
M E
N T
/0
/2
V M
A A
E
F
A3 S-304
6'
6"
6'
6"
EXIST SHT PILE
DEADMAN, TYP
C
C3 S-310
A3 S-303
C PIERL
C2 S-302
A3 S-305
A3 S-310
A3
S-306
- - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST 1954 CONC
DEADMAN
EXIST STL
BP, TYP
S 73° 56' 31.42" W
S 16° 03' 28.58" E
EXIST 30" STL
PIPE PILE, TYP
1' - 6"
M A
T C
H L
IN
E
S E
E A
S -1
A'
B.1
B.8
C.3
D.9
2'
7"
1"
1/
2" 8'
1/ 2"
/2
/2
7'
3"
EDGE OF PIER DECK
ABOVE
-1 -2
EDGE OF ABUT ABOVE
AIR COMPRESSOR
ENCLOSURE ABOVE G
H
I
J
D
C3 S-311
2' - 9 1/2"
A2 S-302
N 162084.1844'
E 379346.6863'
7' - 0"±
2'
7"
CONC
HEADWALL
ABOVE
EXIST 18" DIA
RCP ABOVE
PDA TEST PILE
9' - 4"
1000'-0"
25' - 0" 25' - 0" 15' - 6" 9' - 0" 9' - 0"
LEGEND:
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
30" ⌀ CONCRETE-FILLED STEEL PIPE PILE
(PDA TEST PILE)
HP 14x102 (PDA TEST PILE)
# BENT DESIGNATION
A PILE ROW DESIGNATION
30" ⌀ CONCRETE-FILLED STEEL PIPE PILE
36" ⌀ CONCRETE-FILLED STEEL PIPE PILE
(PDA TEST PILE)
HP 14x102
SHEET KEYNOTES:
1. PIER-SUPPORTING PILES ARE 36" DIA x 3/4" THICK CONCRETE-FILLED
STEEL PIPE PILES WITH 10'-0" LONG HDPE PILE SLEEVE.
2. ALL PILES SUPPORTING PIER TO BE INSTALLED WITH SACRIFICIAL
ANODES, SEE DRAWING E-112 FOR MORE INFORMATION.
3. SEE PILE SCHEDULE DRAWING S-601 FOR PILE TIP ELEVATION
4. PILE TIP ELEVATION FOR 30" DIA STEEL PIPE PILES AND HP PILES
IS -85.00' (NAVD88)
5. DRIVEN PILES ARE NOT ALLOWED TO DRIVE THROUGH EXISTING RIPRAP.
PRE-DRILLING, SPUDDING, MOVING/RESETTING THE RIPRAP OR OTHER
MECHANISM ARE TO BE IMPLEMENTED FOR PILE CONSTRUCTION.
6. VERIFY LOCATIONS OF EXISTING TIE RODS, STEEL BATTER PILES AND
CONCRETE DEADMAN IN THE FIELD TO PROTECT EXISTING TIE RODS,
BULKHEAD SHEET PILES, AND AVOID PILE OBSTRUCTION.
GENERAL SHEET NOTES:
S-601
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L 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
TL
A 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
/1
/2
:3
:2
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-109
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
P
IL
E P
LA
N
S
H E
E T
O
F
MJF
12936645
JZ KM
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
PILE PLAN - SHEET 7 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1 36" DIAMETER CONCRETE-FILLED STEEL PIPE PILE, SEE DRAWING S-502.
2 HP14x102 (8 TOTAL), TYPICAL
3 30" DIAMETER x 3/4" THICK STEEL PIPE PILE (6 TOTAL), TYPICAL
A
M E
N D
M E
N T
/2
/2
V M
G
A
M E
N D
M E
N T
/0
/2
V M
E
F
383940414243
C1 S-304
6'
6"
6'
6"
M A
T C
H L
IN
E
S E
E A
S -1
EDGE OF PIER
DECK, TYP
3' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"
C
C PIERL
C2 S-301
25' - 0"
1000' - 0"
1 6
5' - 6"
TYP
7' - 4"3' - 3"
T Y
P 3'
0"
TYP
7' - 8"
LIMITS OF
SUBSTATION
ABOVE
C3 S-307
D
TYP
5' - 0"
TYP
20' - 0"
T Y
P 3'
6"
T Y
P 2'
0"
T Y
P 1'
6"
1' - 6"
1' - 6"
S-508 A1
BLOCKOUT AND
REINF DETAILS,
TYP
T Y
P
8'
9"
T Y
P 3'
6"
S-508 A1
S-509 A1
B4 S-512
TYP
T Y
P
8'
3/
4"
B1 S-512
C2 S-513
A2 S-513
A1 S-513
C2 S-513
TYP
B4 S-513
TYP
TYP
11' - 9"
A1 S-513
SIM
SIM
SIM
SIM
B2 S-510
SIM
C1 S-510
SIM
A1 S-510
SIM
B2 S-510
TYP
C2 S-510
TYP
B1 S-513
TYP
A1 S-513
SIM
T Y
P
T Y
P
8'
9"
6'
1/
2"
A3 S-512
8' - 0"
LEGEND:
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ PILE BELOW
ELECTRICAL DUCT BANK
CAST-IN-PLACE CONC SLAB
SHEET KEYNOTES:
1. CONCRETE PIER DECK NOT SHOWN FOR CLARITY.
2. PROVIDE SLEEVE WITH PROPER DIAMETER FOR UTILITY
PIPES AT CONCRETE HEAD WALLS CONCRETE HEAD
WALLS AND WITHIN UTILITY TRENCHES. SEE DRAWING
S-511 FOR DETAILS.
3. SEE DRAWING S-512 FOR REINFORCEMENT DETAILS IN
CAST-IN-PLACE SLAB, UNLESS NOTED OTHERWISE.
4. PLACE VAULT DRAIN AT CENTER OF EACH VAULT UNLESS
NOTED OTHERWISE.
GENERAL SHEET NOTES:
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L 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
TL
A 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
/1
/2
:3
:0
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-110
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
F R
A M
IN
G
P
LA
N
S H
E E
T
O F
MJF
12936646
JZ AAN
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
FRAMING PLAN - SHEET 1 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1. CAST-IN-PLACE UTILITY TRENCHES AT BOTH SIDES OF PIER, TYPICAL.
2. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.
3. PRECAST CONCRETE MANHOLE, TYPICAL.
4. 3'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
5. 10" HEAVY DUTY SLEEVED DECK DRAIN (2'-9" LONG) WITH FRAME AND
GRATE, TYPICAL.
6. UTILITY TRENCH DRAIN WITH ONE WAY VALVE, TYPICAL
7. 3'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
8. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
14. 5'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.
15. CAST-IN-PLACE 12" THICK VAULT SLAB, TYPICAL.
18. 6'-2 1/2" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
19. 10" HEAVY DUTY SLEEVED DECK DRAIN (6'-9" LONG) WITH FRAME AND
GRATE, TYPICAL.
A
M E
N D
M E
N T
/2
/2
V M
G
A
M E
N D
M E
N T
/1
/2
V M
G
A
M E
N D
M E
N T
/0
/2
V M
G
E
F
456789
A3 S-304
EDGE OF PIER
DECK, TYP
M A
T C
H L
IN
E
S E
E A
S -1
25' - 0" 25' - 0" 25' - 0" 25' - 0" 21' - 6"
C
T Y
P 1'
6"
T Y
P 3'
0"
3'
6"
T Y
P
8'
9"
T Y
P
3'
0"
C3 S-309
C PIERL
C2 S-302
25' - 0"
1000' - 0"
6'
6"
6'
6"
TYP
5' - 0"
TYP
6' - 2" 5' - 0"
TYP
8' - 10"
M A
T C
H L
IN
E
S E
E A
S -1
LIMITS OF
SUBSTATION ABOVE
C1 S-512
D
5'
3"
T Y
P 1'
6"
T Y
P 2'
0"
A3 S-309
T Y
P 3'
6"
B4 S-512
TYP
B2 S-513
C2 S-513
TYP
C1 S-513
TYP
C1 S-510
TYP
B2 S-510
TYP
B1 S-510
SIM
A2 S-510
C2 S-513
TYP
A4 S-510
B4
S-513
C1 S-513
TYP
SIMTYP
SIMTYP
A4 S-512
TYP
4'-8" Wx 2'-0" H OPNG, TYP
TYP
4' - 8"
TYP
5' - 4"
T Y
P
9'
3"
12' - 6"
TYP
16' - 6"
TYP
20' - 0"
T Y
P
8" THK PARTITION
WALL, SEE NOTE 4.
2'
3"4' - 8"
8' - 0"
8'-0"
8"
7'
0"
20' - 0"
8' - 0"
20'-0"
4A4 S-517
TYP
LEGEND:
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ PILE BELOW
ELECTRICAL DUCT BANK
CAST-IN-PLACE CONC SLAB
SHEET KEYNOTES:
1. CONCRETE PIER DECK NOT SHOWN FOR CLARITY.
2. PROVIDE SLEEVE WITH PROPER DIAMETER FOR UTILITY
PIPES AT CONCRETE HEAD WALLS AND WITHIN UTILITY
TRENCHES. SEE DRAWING S-511 FOR DETAILS.
3. SEE DRAWING S-512 FOR REINFORCEMENT DETAILS IN
CAST-IN-PLACE SLAB.
4. SEE DRAWING S-511 FOR REINFORCEMENT DETAILS IN
PARTITION WALL, UNLESS NOTED OTHERWISE.
5. PLACE VAULT DRAIN AT CENTER OF EACH VAULT UNLESS
NOTED OTHERWISE.
GENERAL SHEET NOTES:
491623303743 0
KEY PLAN
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L 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
TL
A 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
/1
/2
:3
:5
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-115
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
F R
A M
IN
G
P
LA
N
S H
E E
T
O F
MJF
12936651
JZ AAN
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
FRAMING PLAN - SHEET 6 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1. CAST-IN-PLACE UTILITY TRENCHES AT BOTH SIDES OF PIER, TYPICAL.
2. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.
3. PRECAST CONCRETE MANHOLE, TYPICAL.
4. 3'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
5. 10" HEAVY DUTY SLEEVED DECK DRAIN (2'-9" LONG) WITH FRAME AND
GRATE, TYPICAL.
6. UTILITY TRENCH DRAIN WITH ONE WAY VALVE, TYPICAL
7. 3'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
9. 5'-3" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, ALONG PILE
ROW C UNDER SUBSTATION.
15. CAST-IN-PLACE 12" THICK VAULT SLAB, TYPICAL.
18. PROVIDE LATERAL UTILITY TRENCH WITH TWO 2'-4" WIDE BY 4'-0" DEEP
CAST-IN-PLACE CONCRETE BEAMS.
19. 10" HEAVY DUTY SLEEVED DECK DRAIN (6'-9" LONG) WITH FRAME AND
GRATE, TYPICAL.
A
M E
N D
M E
N T
/2
/2
V M
G
A
M E
N D
M E
N T
/0
/2
V M
G
A
M E
N D
M E
N T
/1
/2
V M
G
A
M E
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/0
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V M
G
BOT P/C PLANK EL 7.50'
TOP OF SHT PILE REPAIR EL 5.00' (MIN)
EXIST STL SHT PILE TOP EL 4.00'
CL EXIST TIE
RODS EL 3.00' ±
TOP OF STL SHT PILE REPAIR,
TOP OF LANDING EL 10.00
APPROX RIPRAP BOT EL -12.00' ±
SEE NOTE 1
APPROX MUDLINE TOP EL -14.00' ±
SEE NOTE 1
NAVD88
EL 0.00'
A
F
▽MHW EL 1.62
▽MLLW EL -2.12
C PIERL
4' - 0"
A' B.1 B.8 C.3 D.9
ELEC
DUCTBANK,
TYP
HEADWALL TOP EL
7.00
5' - 11 1/2" 3' - 2 1/2" 8' - 6"
TOP EL OF STL PIPE
PILE, 6.50, TYP
0+400+300+200+10STA BK 0+00 0+50 0+60 0+70 0+80 0+90
S-525
A1 STL SHT PILE
REPAIR AT
BULKHEAD, TYP
STL SHT PILE
REPAIR AT CONC
HEADWALL, TYP
S-525 B3
TYP
1' - 0"
TYP
1' - 8"
2' - 0" 8' - 9 1/2"
T Y
P
S-525 A1
S-524 A1
EXIST STL SHT PILE BULKHEAD
REPAIR
LIMIT OF STL
SHT PILE
EXIST CONC OUTFALL,
INVERT EL 1.60 ±
REPAIR LIMIT OF STL SHT PILE
8"
S-525 B1
1' - 6"
5'
4"
S-512 A1
3' - 9" 9' - 6" 5' - 3 1/2" 5' - 7" 5' - 1"
3" C
LR
2" C
LR
3" C
LR
5' - 11 1/2" 11' - 0 1/2" 3' - 4"
1/4
18" LONG
18" LONG
TYP @ BF
EL 7.00' (MAX)
2"
T Y
P 2"
2"
10 1/2" ±
TYP
6"
T Y
P 7"
2"
D.9C.3B.8B.1A'
14' - 6" 10' - 11 1/2" 8' - 2 1/2" 22' - 5 1/2" 13' - 6" 6' - 6"
4' - 9" ±
5" x 5" x 48" 120LB HIGH
POTENTIAL ALUMINUM
SACRIFICIAL ANODE @
11'-0" O.C.
1. SUBSURFACE PROFILES SHOWN ARE APPROXIMATE BASED ON LIMITED
GEOTECHNICAL DATA.
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
TL
A 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
/1
/2
:3
:5
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-207
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
R E
P A
IR
E
D S
N
B U
LK
H
E A
D E
LE
V
A
TI
O N
P
IE
R
S
E C
TI
O
N
MJF
12936681
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 -2
06 FEB 2026
SCALE: 1/4" = 1'-0" (S-130)
A2
S45N REPAIRED BULKHEAD ELEVATION & PIER 1 SECTION
1/4" = 1' - 0" 0 5' 10' 15'1'
A
M E
N D
M E
N T
/0
/2
V M
▽MHW EL 1.62
▽MLLW EL -2.12
END POINT
CONNECTION TO
EXIST BULKHEAD
S45N
END POINT TIE IN
AT S50 BULKHEAD
APPROX. GROUNDLINE
EL -9.00
15" RCP OUTFALL
SACRIFICIAL
ANODES, TYP
WALE AND C
OF TIE ROD EL 5.00'
WALE AND C
OF TIE ROD EL 3.00'
TOP OF CAP CHANNEL
TIP EL -31.00'
STL BENT PLATE AT
OUTFALL, SEE A1 ON S-526
EL 12.0 TOP OF CAP CHANNEL
L L
290' - 0"±
75' - 2" 106' - 1"±
TRANSITION FROM EL 11.0 TO 12.0
29' - 11 1/2" 78' - 10 1/2"
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
TL
A 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
/1
/2
:3
:5
P M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-208
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
S
S B
U
LK
H E
A D
E
LE
V A
TI
O
N
JZ
12936682
MJF 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 -2
06 FEB 2026
1" = 10' 0 5' 10' 40'20'
1. SACRIFICIAL ANODES TO BE INSTALLED ON BOTH SIDES
OF STEEL SHEET PILE BULKHEAD. ANODES TO BE
INSTALLED FOR EVERY THREE PAIRS OF STEEL SHEETING.
ANODES TO BE 5" x 5" x 48" 120LB HIGH POTENTIAL
ALUMINUM.
2. PROVIDE MINIMUM 3" CONTINUITY WELD AT THE TOP OF
EACH SHEET PILE KNUCKLE.
NOTES:
SCALE: 3/32" = 1'-0" (S-404)
B2
ELEVATION BULKHEAD S45S
A
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/2
/2
V M
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A
M E
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/0
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G
TOP OF PILE CAP
TOP OF PILE CAP
ABEF
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
▽MHW EL 1.62
▽MLLW EL -2.12
CD
6' - 6" 11' - 9" 14' - 6" 14' - 6" 14' - 6" 11' - 9" 6' - 6"
SLOPE
10" CONC CURB, TYP
CIP CONC BEAM, TYP
CIP CONC PILE
CAP (BEYOND)
1'-6" P/C CONC
PLANK, TYP
C POLYMERIC FENDER
PILE, TYP SEE
FOR DETAILS
L C PIER
L S-519
CIP CONC SUBSTATION
PLATFORM WALL
7' - 0" 22' - 0 3/4"
EL 18.00 EL 18.00
10 1/2" 20' - 5" 9"
12' - 10" 12' - 10" 10' - 1"
CJ, TYP
CIP SUBSTATION WALL,
TYP
5'-0"Wx4'-0"H CIP BEAM
(BEYOND), TOP EL 8.50
1" NON-SHRINK GROUT, TYP
CIP CONC TOPPING SLAB,
THK VAR
10" HEAVY DUTY SLEEVED
DECK DRAIN WITH FRAME
AND GRATE, TYP
EL 18.03
( , , , )S-110 S-117
1' - 0" TYP
EL 18.04
S-103 S-124
6' - 2 1/4"
3'
6" T
Y P
SLOPESLOPE SLOPE
ABEF
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
▽MHW EL 1.62
C
▽MLW EL -1.97
D
SLOPE
10" CONC CURB, TYP
UTIL TRENCH OPNG IN
PILE CAP, TYP
SLOPE
CIP CONC BEAM, TYP
1'-6" P/C CONC
PLANK, TYP
C POLYMERIC FENDER
PILE, TYP SEE
FOR DETAILS
1" NON-SHRINK GROUT,
TYP
12" THK REMOVABLE
P/C UTIL TRENCH
COVER, TYP
L C PIER
S-519
FFF, TYP
6' - 6" 11' - 9" 14' - 6" 14' - 6" 14' - 6" 11' - 9" 6' - 6"
CIP CONC TOPPING
SLAB, THK VAR
GUARD POST,
TYP
3' - 0" 8' - 9" 3' - 6"
L
80' - 0"
CJ, TYP
TRENCH DRAIN, TYP
CIP CONC PILE
CAP (BEYOND)
S-111 S-118
T
File details come from the government source that posted it. Updated .