Attachment Z - Pier 1 - Amendment 006 Drawings.pdf
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- Attached to
- Design-Bid-Build, USCG Offshore Patrol Cutters (OPC) Homeport Pier, Naval Station Newport, Newport RI
- Solicitation number
- N4008526R0001
About this file
Summary of USCG Homeport Initiative OPC Pier 1 Structural Design Specifications
This document comprises structural design and construction specifications for a U.S. Coast Guard (USCG) pier facility at an Operational Patrol Coastal (OPC) homeport. The specifications establish detailed technical requirements for the construction of Pier 1, covering structural concrete, reinforced steel, stainless steel components, and foundation systems including steel pipe piles and fender piles.
The specifications mandate marine-grade concrete with minimum compressive strength of 5,000 PSI for pier structures, with reinforcement conforming to ASTM A767 Grade 60 galvanized steel detailed per ACI standards. All structural steel must be hot-dip galvanized and fabricated per AISC specifications, with specific requirements for wide-flange shapes (ASTM A992), H-piles (ASTM A573), and welding per AWS D1.5 for pipe piles and AWS D1.1 for other steel work. Stainless steel materials must be Type 316L minimum (ASTM standards) suitable for continuous marine exposure, with dedicated stainless steel tools and chemical passivation mandatory. The foundation system comprises 402 sixteen-inch diameter polymeric fender piles with pile cutoff elevations at 11'-10" and varying tip elevations ranging from approximately -58' to -94' NAVD88, plus 36-inch diameter concrete-filled steel pipe piles for primary support. The specifications include extensive obstruction mitigation procedures for pile driving, requiring contractor notification and Contracting Officer approval when obstructions are encountered, with options including re-driving, offset installation, batter adjustment, and drill-through methods. Environmental requirements address floating turbidity curtains, marine mammal monitoring, soft start protocols, and shutdown zones for protected species during pile driving and extraction activities. All shop drawings and erection plans require Contracting Officer approval before fabrication, and field verification of all dimensions and existing conditions is mandatory before construction proceeds.
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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. MINIMUM PILE TIP ELEVATION FOR LATERAL FIXITY FOR 36" PIPE PILES:
8.1 EL -95' FOR BENTS 0 - 12
EL -105 FOR BENTS 13 - 43
9. SPUDDING AND/OR JETTING OF STEEL PIPE PILES WILL NOT BE ALLOWED.
10. 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
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FOUNDATION NOTES - FENDER PILES
1. FENDER PILE TIP ELEVATION IS LOCATED AT ON DRAWINGS S-602 AND S-603.
2. FENDER PILES SERVICE (ALLOWABLE) CAPACITY: 5.6 TONS (COMPRESSION), 0 TONS (TENSION)
3. FENDER PILES FACTORED (ULTIMATE) CAPACITY: 12.5 TONS (COMPRESSION), 0 TONS (TENSION)
4. MINIMUM PILE TIP FOR LATERAL FIXITY FOR FENDER PILES: PER PILE SCHEDULES
5. THE CONTRACTOR SHALL ANTICIPATE REQUIRING TO PRE-DRILL FENDER PILES
BETWEEN BENT 5 AND 15.
1. FLOATING TURBIDITY CURTAIN MUST BE UTILIZED AT ALL PILE DRIVING, PILE EXTRACTION, DRILLING, AND DREDGING ACTIVITIES. DREDGING ACTIVITIES WILL BE LIMITED TO THE TIME OF
YEAR PERIOD AS DICTATED IN PROJECT PERMITS. TURBIDITY MONITORING IS REQUIRED
DURING PILE DRIVING, PILE EXTRACTION, AND DRILLING ACTIVITIES OUTSIDE OF THE
DREDGING TIME OF YEAR PERIOD.
2. THE FOLLOWING MITIGATION MEASURES MUST BE IMPLEMENTED DURING ALL PILE DRIVING, PILE EXTRACTION, AND DRILLING ACTIVITIES TO MINIMIZE MARINE MAMMAL EXPOSURE TO
LEVEL A INJURIOUS NOISE LEVELS GENERATED AND TO REDUCE TO THE LOWEST EXTENT
PRACTICABLE EXPOSURE TO LEVEL B NOISE LEVELS. FOR ADDITIONAL ENVIRONMENTAL
REQUIREMENTS ASSOCIATED WITH THIS WORK, REFER TO SPECIFICATION SECTION 01 35 40.00
25 “MARINE MAMMAL PROTECTION.”
3. TIME RESTRICTION: IN-WATER CONSTRUCTION AND DEMOLITION WORK WILL OCCUR ONLY
DURING DAYLIGHT HOURS.
4. ESTABLISHMENT OF MONITORING AND SHUTDOWN ZONES:
4.1. FOR ALL RELEVANT IN-WATER CONSTRUCTION AND DEMOLITION ACTIVITIES, DESIGNATE
A LEVEL A ACOUSTIC HARASSMENT MONITORING ZONE, A LEVEL B BEHAVIORAL
HARASSMENT MONITORING ZONE, AND PHYSICAL INJURY SHUTDOWN ZONE, WITH
RADIAL DISTANCES AS IDENTIFIED IN SPECIFICATION SECTION 01 35 40.00 25 “MARINE
MAMMAL PROTECTION.”
4.2. DURING ALL IN-WATER CONSTRUCTION AND DEMOLITION ACTIVITIES, A 33-FT PHYSICAL
SHUTDOWN ZONE AROUND EACH ACTIVE PILE WILL BE IMPLEMENTED TO PROTECT
ANIMALS FROM PHYSICAL INJURY. FOR SOME SOUND-GENERATING ACTIVITIES, THE
POTENTIAL FOR LEVEL A HARASSMENT BY ACOUSTIC INJURY IS LESS THAN 33 FT. FOR
THESE ACTIVITIES, THE 33-FT PHYSICAL INJURY SHUTDOWN ZONE AUTOMATICALLY
REDUCES THE POTENTIAL FOR LEVEL A ACOUSTIC HARASSMENT. THE MAXIMUM
DISTANCES FOR LEVEL A AND LEVEL B HARASSMENT FOR HARBOR SEALS AND GRAY
SEALS FROM PROJECT-RELATED ACTIVITIES ARE PROVIDED IN SPECIFICATION SECTION
01 35 40.00 25 “MARINE MAMMAL PROTECTION” (NOTE THAT THE MAXIMUM DISTANCE MAY
BE REACHED IN ONLY ONE DIRECTION, DEPENDING ON THE SHAPE OF THE ZONE OF
INTEREST AND INTERSECTING LANDMASSES).
4.3. PILE DRIVING MUST ONLY TAKE PLACE WHEN THE 33-FT PHYSICAL INJURY SHUTDOWN
AND LEVEL A ACOUSTIC HARASSMENT ZONES ARE VISIBLE AND CAN BE ADEQUATELY
MONITORED. IF CONDITIONS PREVENT THE VISUAL DETECTION OF MARINE MAMMALS,
ACTIVITIES WITH THE POTENTIAL TO RESULT IN LEVEL A HARASSMENT MUST NOT BE
INITIATED. IF SUCH CONDITIONS ARISE AFTER THE ACTIVITY HAS BEGUN, PILE DRIVING
OR PILE EXTRACTION ACTIVITIES MUST BE HALTED IF THE 33-FT SHUTDOWN ZONE IS NOT
VISIBLE.
5. SHUTDOWN MEASURES:
5.1. THREE PROTECTED SPECIES OBSERVERS (PSO) WILL BE DEPLOYED TO MONITOR FOR
SEALS. ONE PSO MUST BE LOCATED ON LAND AND TWO MUST BE LOCATED IN A BOAT
TO MONITOR OFFSHORE LOCATIONS. FOR THOSE MONITORING AREAS THAT ARE LARGE,
VESSEL-BASED OBSERVERS WILL MOVE NORTH AND SOUTH (BACK AND FORTH) TO
CAPTURE ALL AREAS DURING IN-WATER PILE DRIVING, PILE EXTRACTION, AND DRILLING
ACTIVITIES.
5.2. MONITORING MUST TAKE PLACE FROM 15 MINUTES PRIOR TO INITIATION OF PILE DRIVING
OR PILE EXTRACTION ACTIVITIES THROUGH 30 MINUTES POST-COMPLETION OF PILE
DRIVING OR PILE EXTRACTION ACTIVITIES. PILE DRIVING OR PILE EXTRACTION MAY
COMMENCE WHEN OBSERVERS HAVE DECLARED THE SHUTDOWN ZONE CLEAR OF
MARINE MAMMALS PRIOR TO INITIATION OF PILE INSTALLATION OR REMOVAL. IN THE
EVENT OF A DELAY OR SHUTDOWN OF ACTIVITY RESULTING FROM MARINE MAMMALS IN
THE SHUTDOWN ZONE, ANIMALS MUST BE ALLOWED TO REMAIN IN THE SHUTDOWN
ZONE AND THEIR BEHAVIOR MUST BE MONITORED AND DOCUMENTED. MONITORING
MUST OCCUR THROUGHOUT THE TIME REQUIRED TO DRIVE OR REMOVE A PILE. A
DETERMINATION THAT THE SHUTDOWN ZONE IS CLEAR MUST BE MADE DURING A
PERIOD OF GOOD VISIBILITY.
5.3. IF A MARINE MAMMAL APPROACHES OR ENTERS THE SHUTDOWN ZONE, OR IF A MARINE
MAMMAL OTHER THAN A HARBOR SEAL OR GRAY SEAL ENTERS THE LEVEL B
HARASSMENT ZONE, OR IF THE TAKE OF A MARINE MAMMAL SPECIES OR STOCK HAS
REACHED THE LIMITS INDICATED IN SPECIFICATION SECTION 01 35 40.00 25 “MARINE
MAMMAL PROTECTION” AND ENTERS THE LEVEL B HARASSMENT ZONE, ALL PILE DRIVING
OR PILE EXTRACTION ACTIVITIES AT THAT LOCATION MUST BE HALTED. IF NONE OF THE
TAKE NUMBERS HAVE BEEN EXCEEDED, PILE DRIVING OR PILE EXTRACTION MAY
COMMENCE OR RESUME WHEN EITHER THE ANIMAL HAS VOLUNTARILY LEFT THE
SHUTDOWN ZONE, AND BEEN VISUALLY CONFIRMED BEYOND THE SHUTDOWN ZONE, OR
15 MINUTES HAVE PASSED WITHOUT RE-DETECTION OF THE ANIMAL.
6. SOFT START (IMPACT PILE DRIVING ONLY):
6.1. AN INITIAL SET OF THREE STRIKES FROM THE IMPACT HAMMER AT A REDUCED ENERGY
LEVEL (40 PERCENT OF FULL POWER), SEPARATED BY A 1-MINUTE WAITING PERIOD,
THEN TWO SUBSEQUENT THREE STRIKE SETS WILL BE IMPLEMENTED. PILE DRIVING
MAY COMMENCE AT FULL POWER ON THE FOURTH STRIKE.
6.2. SOFT START IS REQUIRED FOR ANY IMPACT PILE DRIVING, INCLUDING AT THE BEGINNING
OF THE DAY, AND AT ANY TIME FOLLOWING CESSATION OF IMPACT PILE DRIVING OF 30
MINUTES OR LONGER.
FOUNDATION NOTES - ENVIRONMENTAL REQUIREMENTS
FOUNDATION NOTES AT-GRADE STRUCTURES
1. AT-GRADE FOUNDATIONS MUST BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE RHODE ISLAND STATE BUILDING CODE, UNIFIED FACILITIES CRITERIA (UFC) AND RECOMMENDATIONS BELOW.
2. SPREAD FOOTINGS MUST BE FOUNDED ON UNDISTURBED GLACIOFLUVIAL DEPOSITS; OR, IF EXISTING FILL IS ENCOUNTERED AT THE DESIGN BEARING ELEVATION, ON GRANULAR FILL PLACED FOLLOWING REMOVAL OF THE EXISTING FILL TO THE TOP OF THE UNDISTURBED GLACIOFLUVIAL DEPOSITS. EXISTING FILL IS NOT SUITABLE FOR
FOUNDATION SUPPORT.
3. FOOTINGS MUST BE SIZED USING AN ALLOWABLE BEARING PRESSURE OF 3.0 KSF (CONTRACTOR TO VERIFY IN THE FIELD UPON INVESTIGATION). THE ALLOWABLE BEARING PRESSURE MAY BE INCREASED BY 1/3 FOR TRANSIENT
LOADING CONDITIONS.
4. FOR FOOTINGS LESS THAN 3 FT IN LEAST LATERAL DIM, DESIGN FOR AN ALLOWABLE BEARING PRESSURE IN KSF EQUAL
TO B, WHERE B EQUALS THE FOOTING WIDTH IN FEET.
5. MINIMUM FOOTING WIDTH IS 18”.
6. IF UNSUITABLE SOILS, SUCH AS EXISTING FILL, ARE ENCOUNTERED AT THE FOOTING BEARING ELEVATION, EITHER:
6.1. LOWER THE FOOTING TO THE SUITABLE BEARING MATERIAL, OR
6.2. MAINTAIN THE FOOTING AT THE DESIGN BEARING ELEVATION AND REPLACE UNSUITABLE MATERIALS WITHIN THE
ZONE OF INFLUENCE (ZOI) WITH GRANULAR FILL.
7. FOOTINGS MUST BEAR A MINIMUM OF 3.5 FT BELOW PROPOSED GRADES EXPOSED TO FREEZING TEMPERATURES FOR
FROST PROTECTION.
BULKHEAD MATERIALS:
1. STRUCTURAL STEEL:
A. STEEL SHEET PILING: ASTM A690, Fy = 50 KSI, HOT ROLLED.
B. WIDE FLANGE SHAPES, CHANNELS, ANGLE, PLATES, AND TEES: ASTM A36, Fy = 36 KSI.
C. TIE RODS: ASTM A615, Fy = 75 KSI.
D. BOLTS:
a. 3/4" DIA ASTM F3125 GRADE A325, UNLESS NOTED OTHERWISE.
b. FRAMING CONNECTIONS: SNUG TIGHT JOINTS WITH STANDARD HOLES, UNLESS NOTED OTHERWISE.
c. DIRECT TENSION INDICATOR WASHERS: ASTM F959.
d. HOLES MUST BE DRILLED OR REAMED. FLAME CUTTING OF HOLES IN PERMANENT STRUCTURE MUST NOT
BE ALLOWED.
F. WELDING: AWS D1.1 USING E70 ELECTRODE, WITH LOW HYDROGEN AS INDICATED ON PLANS.
2. STEEL WATERFRONT STRUCTURES COATING:
A. SHEET PILE, STEEL WALES, BULKHEAD CAP, MISCELLANEOUS STEEL:
a. COAT WITH EPOXY-POLYAMIDE SYSTEM.
b. SURFACE PREP AND COATING ON STEEL SHEET PILES MUST BE INSTALLED ON BOTH LAND SIDE AND WATER
SIDE TO MINIMUM DEPTH OF 5' BELOW THE PLANNED DREDGE DEPTH.
B. STEEL HARDWARE AND FASTENERS, THREADED TIE RODS:
a. THREADED TIE RODS MUST BE HOT DIP GALVANIZED PER ASTM A153 AND WRAPPED IN PETROLATUM TAPE.
b. ANY COATING DAMAGED DURING INSTALLATION MUST BE TOUCHED UP PRIOR TO BEING WRAPPED IN
PETROLATUM TAPE.
12.3.c. PROBE THE LIMITS OF THE OBSTRUCTION TO DETERMINE IF THE STEEL PIPE PILE CAN
BE PULLED, OFFSET ALONG THE LONGITUDINAL AXIS OF THE CAST-IN-PLACE
CONCRETE BEAM, AND RE-DRIVEN TO THE ESTIMATED PILE TIP ELEVATION AND
REQUIRED ULTIMATE VERTICAL CAPACITY. THE CONTRACTING OFFICER WILL UTILIZE
THE REQUIRED OFFSET INFORMATION TO DETERMINE IF THE BENT CAP, BEAM, AND
PILES CAN ACCOMMODATE RELOCATION TO AVOID THE OBSTRUCTION. NOTE THAT
THIS OPTION WILL REQUIRE MODIFICATIONS TO THE BEAM WIDTH IN ORDER TO FULLY
ENCAPSULATE THE 36"Ø STEEL PIPE PILE WITHIN THE BEAM WHILE MAINTAINING 6”
CLEAR FROM THE EDGE OF PILE TO EDGE OF BEAM. AT THE CONTRACTOR'S OPTION,
THE PILE ENCOUNTERING THE OBSTRUCTION MAY BE ABANDONED IN PLACE AND A
NEW STEEL PIPE PILE INSTALLED AT THE REQUIRED OFFSET LOCATION AT NO
ADDITIONAL COST TO THE GOVERNMENT.
12.3.d. PROBE THE LIMITS OF THE OBSTRUCTION TO DETERMINE IF THE STEEL PIPE PILE CAN
BE PULLED AND RE-DRIVEN AT A SLIGHT BATTER (NOT MORE THAN 1” PER FOOT) TO
AVOID THE OBSTRUCTION. PILES MUST BE BATTERED PERPENDICULAR TO THE
LONGITUDINAL AXIS OF THE BENT CAP AND RE-DRIVEN TO THE ESTIMATED PILE TIP
ELEVATION AND REQUIRED ULTIMATE VERTICAL CAPACITY.
12.3.e. USE A DTH HAMMER TO DRILL THROUGH THE OBSTRUCTION AND ATTEMPT TO RE-
DRIVE THE PILE THROUGH THE OBSTRUCTION TO THE ESTIMATED PILE TIP ELEVATION
AND REQUIRED ULTIMATE VERTICAL CAPACITY.
12.4. IF THE DRIVEN STEEL PIPE PILE ENCOUNTERS AN OBSTRUCTION ABOVE MINIMUM PILE TIP
ELEVATION FOR LATERAL FIXITY, POSSIBLE CONTRACTOR OPTIONS TO MITIGATE THE
OBSTRUCTION INCLUDE, BUT ARE NOT LIMITED TO:
12.4.a. IF THE OBSTRUCTION IS DETERMINED TO BE RELATIVELY CLOSE TO THE
APPROXIMATE MUDLINE ELEVATION, PULL THE PILE, ATTEMPT TO EXTRACT THE
OBSTRUCTION BY MEANS AND METHODS DETERMINED BY THE CONTRACTOR, AND RE-
DRIVE THE PILE TO THE ESTIMATED PILE TIP ELEVATION AND REQUIRED ULTIMATE
VERTICAL CAPACITY.
FOUNDATION NOTES - STEEL PIPE PILES CONT
10. EPOXY COAT ENTIRE STEEL PIPE PILES IN ACCORDANCE WITH SPECIFICATION SECTION 09 97 02
"PAINTING : HYDRAULIC STRUCTURES." INSTALL ANODES AS SHOWN ON DRAWING E-112.
11. FOR THE PURPOSE OF BIDDING, ANTICIPATE ENCOUNTERING OBSTRUCTIONS (52 TOTAL PILES) DURING DRIVING OF THE STEEL PIPE PILES FOR PIER 1. IF OBSTRUCTIONS ARE ENCOUNTERED DURING PILE
DRIVING:
11.1. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF THE DEPTH AND APPARENT SIZE OF THE
OBSTRUCTION.
11.2. OBTAIN APPROVAL OF THE CONTRACTING OFFICER THAT THE CONTRACTOR HAS
ENCOUNTERED AN OBSTRUCTION.
12. FOLLOWING ARE SUGGESTED ALTERNATIVES FOR MITIGATING OBSTRUCTIONS ENCOUNTERED DURING DRIVING OF THE PIER 1 STEEL PIPE PILES. NOTE THAT THE CONTRACTOR MAY ALSO SUBMIT ALTERNATE METHODS FOR MITIGATING OBSTRUCTIONS FOR APPROVAL BY THE CONTRACTING OFFICER. PERSONNEL AND EQUIPMENT REQUIRED TO PERFORM ANY AND ALL OBSTRUCTION MITIGATION MEASURES MUST BE AVAILABLE TO BE ON-SITE WITHIN 72 HOURS OF ENCOUNTERING THE OBSTRUCTION. THE FOLLOWING
ITEMS ARE CONSIDERED AS PART OF CONTRACT AS DESCRIBED IN THE PRICE SCHEDULE:
12.1. IF THE DRIVEN STEEL PIPE PILE REACHES THE ESTIMATED PILE TIP ELEVATION SHOWN ON THE
PROJECT DRAWINGS WHILE ALSO ACHIEVING THE REQUIRED ULTIMATE VERTICAL CAPACITY,
THE PILE WOULD BE CONSIDERED ACCEPTABLE.
12.2. IF THE DRIVEN STEEL PIPE PILE ENCOUNTERS AN OBSTRUCTION BELOW MINIMUM PILE TIP
ELEVATION FOR LATERAL FIXITY, THE CONTRACTING OFFICER MUST BE NOTIFIED TO
DETERMINE IF THE OBSTRUCTION AND PILE TIP IS WITHIN DENSE DEPOSITS/WEATHERED ROCK.
ONCE THE TIP IS CONFIRMED TO BE DENSE DEPOSITS/WEATHERED ROCK IN GLACIAL
DEPOSITS BY THE CONTRACTING OFFICER, THE CONTRACTOR MUST PERFORM PDA TESTING
TO DETERMINE THE ULTIMATE VERTICAL CAPACITY OF THE PILE (USING A CAPWAP ANALYSIS)
AND IF THE PILE WAS DAMAGED DURING INSTALLATION. THE PDA REPORT AND CAPWAP
ANALYSIS MUST BE PROVIDED TO THE CONTRACTING OFFICER WITHIN 72 HOURS OF
CONFIRMATION FROM THE CONTRACTING OFFICER CONFIRMING THE OBSTRUCTION IS
WITHIN DENSE GLACIAL DEPOSITS. RESULTS OF THE CAPWAP ANALYSIS WILL BE COMPARED
VERSUS THE REQUIRED ULTIMATE VERTICAL CAPACITY OF THE SPECIFIC PILE ENCOUNTERING
THE OBSTRUCTION. IF IT IS DETERMINED THAT THE PILE WAS DAMAGED DURING
INSTALLATION, THE CONTRACTOR MUST REMOVE AND REPLACE THE PILE AT NO ADDITIONAL
COST TO THE GOVERNMENT. IF THE PILE HAS NOT BEEN DAMAGED, IS OF SUITABLE DEPTH,
AND HAS ACHIEVED THE REQUIRED ULTIMATE VERTICAL CAPACITY, THE PILE WOULD BE
CONSIDERED ACCEPTABLE.
12.3. IF THE DRIVEN STEEL PIPE PILE ENCOUNTERS AN OBSTRUCTION BELOW MINIMUM PILE TIP
ELEVATION FOR LATERAL FIXITY, BUT THE REQUIRED ULTIMATE VERTICAL CAPACITY IS NOT
ACHIEVED (AS DETERMINED THROUGH INITIAL PDA TESTING), POSSIBLE CONTRACTOR
OPTIONS TO MITIGATE THE OBSTRUCTION INCLUDE, BUT ARE NOT LIMITED TO:
12.3.a. RE-STRIKE THE PILE AND PERFORM FURTHER PDA TESTING (WITH CAPWAP ANALYSIS)
TO DETERMINE IF THE PILE IS ABLE TO ACHIEVE THE REQUIRED ULTIMATE VERTICAL
CAPACITY THROUGH SETUP OF THE UNDERLYING SOILS.
12.3.b. PERFORM FURTHER PDA TESTING (WITH CAPWAP ANALYSIS) TO DETERMINE THE
ULTIMATE VERTICAL CAPACITY OF BOTH THE PILE ENCOUNTERING AN OBSTRUCTION
AND THE TWO (2) ADJACENT PILES IN THE BENT CAP. THE CONTRACTING OFFICER
WILL UTILIZE THIS INFORMATION TO DETERMINE IF THE BENT CAP CAN STRUCTURALLY
ACCOMMODATE A LOWER CAPACITY PILE AT THE OBSTRUCTION LOCATION.
12.4.b. PROBE THE LIMITS OF THE OBSTRUCTION TO DETERMINE IF THE STEEL PIPE PILE CAN
BE PULLED, OFFSET ALONG THE LONGITUDINAL AXIS OF THE CAST-IN-PLACE
CONCRETE BEAM, AND RE-DRIVEN TO THE ESTIMATED PILE TIP ELEVATION AND
REQUIRED ULTIMATE VERTICAL CAPACITY. THE CONTRACTING OFFICER WILL UTILIZE
THE REQUIRED OFFSET INFORMATION TO DETERMINE IF THE BENT CAP, BEAM, AND
PILES CAN ACCOMMODATE RELOCATION TO AVOID THE OBSTRUCTION. NOTE THAT
THIS OPTION WILL REQUIRE MODIFICATIONS TO THE BEAM WIDTH IN ORDER TO FULLY
ENCAPSULATE THE 36"Ø STEEL PIPE PILE WITHIN THE BEAM WHILE MAINTAINING 6”
CLEAR FROM THE EDGE OF PILE TO EDGE OF BEAM. AT THE CONTRACTOR'S OPTION,
THE PILE ENCOUNTERING THE OBSTRUCTION MAY BE ABANDONED IN PLACE AND A
NEW STEEL PIPE PILE INSTALLED AT THE REQUIRED OFFSET LOCATION AT NO
ADDITIONAL COST TO THE GOVERNMENT.
12.4.c. PROBE THE LIMITS OF THE OBSTRUCTION TO DETERMINE IF THE STEEL PIPE PILE CAN
BE PULLED AND RE-DRIVEN AT A SLIGHT BATTER (NOT MORE THAN 1” PER FOOT) TO
AVOID THE OBSTRUCTION. PILES MUST BE BATTERED PERPENDICULAR TO THE
LONGITUDINAL AXIS OF THE BENT CAP AND RE-DRIVEN TO THE ESTIMATED PILE TIP
ELEVATION AND REQUIRED ULTIMATE VERTICAL CAPACITY.
12.4.d. USE A DTH HAMMER TO DRILL THROUGH THE OBSTRUCTION AND ATTEMPT TO RE-
DRIVE THE PILE THROUGH THE OBSTRUCTION TO THE ESTIMATED PILE TIP ELEVATION
AND REQUIRED ULTIMATE VERTICAL CAPACITY.
FOUNDATION NOTES - STEEL PIPE PILES CONT
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
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S
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G
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S Y
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JZ AEP
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
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S -0
06 FEB 2026
A
M E
N D
M E
N T
/0
/2
V M
G
16" DIA POLYMERIC
FENDER PILES
1" DIA HDG BOLT
CENTERED ON WALE
FACE OF
PIER
12" ARCH-TYPE
RUBBER FENDER
12"x12" FIBERGLASS
REINFORCED PLASTIC
LUMBER WALE
12"x12" FIBERGLASS
REINFORCED PLASTIC
LUMBER CHOCK
C FENDER PILE, TYP
TYP
3' - 0"
VARIES, SEE PLAN VARIES, SEE PLAN
HDG ROD
L
WALE SPLICE HALF LAP
JOINT SPACED @ 30' OC, 2 -
1" SS BOLTS PER JOINTA4
S-519
▽MHW EL 1.62
▽MLW EL -1.97
SPLICE (BY
FENDER PILE
MANUFACTURER)
H-PILE EXTENSION
(BY FENDER PILE
MANUFACTURER)
GROUND LINE
APPROX EL -35.0'
16" DIA POLYMERIC
FENDER PILES
WITH CAP
12"x12" FIBERGLASS
REINFORCED PLASTIC
LUMBER CHOCK
12"x12" FIBERGLASS REINFORCED
PLASTIC LUMBER WALE
12" ARCH-TYPE RUBBER FENDER
APPROX.
ELEV -45.00, TYP
TIP EL VARIES, SEE PILE
SCHEDULE ON S-602 AND S-603
36 " DIA CONC-FILLED
STL PIPE PILE, TYP
GROUT FILLED
HDPE PILE JACKET
PIER DECK EL 13.00
MOORING BOLLARD, TYP
FFF ANCHOR
POINT, SEE S-520
B4
BOT PILE CAP, EL 6.50
FFF 8' DIA AND
16'-0" LONG
1" DIA HDG ROD
1/2" HDG PLATE
1-1/8" DIA HOLE
FOR 1" DIA HDG BOLT
1'
1"
/4
4"
6"
2"
R 8"
NOTE: HOT-DIP GALVANIZE AFTER FABRICATION
3/8
TYP
1" DIA HDG BOLT
CENTERED ON WALE
16" DIA POLYMERIC
FENDER PILES
12"x12" FIBERGLASS
REINFORCED PLASTIC
LUMBER WALE W/ ASTM
D7959 GR 40 #6 REINF, TYP
OVERSIZED
WASHER, TYP
ROUNDED HDG WASHER
CONFORMING TO INSIDE
FENDER SHAPE, TYP
12" ARCH-TYPE
RUBBER FENDER
3/4" DIA SST ADHESIVE
ANCHOR W/6" MIN
EMBED (6 PER FENDER)
ELEV 13.00
12"x12" FIBERGLASS
REINFORCED PLASTIC
LUMBER CHOCK
ELEV 11.83
2' - 0"
1' - 0"
2'
2"
6"
6" 1'
8"
1'
2"
TYP
1 1/2"CLR
ASTM D7959
GR 40 #6 REINF,
TYP
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
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A V
A L
F A
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S T
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M A
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DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
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S
E N
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IN
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12936716
JZ AFC
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
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S -5
06 FEB 2026
SCALE: 1" = 1'-0" (S-131)
C4
FENDER LAYOUT - POLYMERIC PILES
SCALE: 1/2" = 1'-0" (S-103)
A1
FENDER SECTION
SCALE: 1 1/2" = 1'-0" (S-520)
A2
FENDER PILE CONNECTION DETAIL
SCALE: 1 1/2" = 1'-0"
A4
FENDER CONNECTION DETAIL
GENERAL SHEET NOTES:
1. TO AVOID DRILLING INTO REINFORCEMENT, THE
LOCATION OF REINFORCEMENT ALONG THE EDGE
OF PIER TO BE MAINTAINED UNTIL AFTER THE
INSTALLATION OF THE FENDER ANCHORS IS COMPLETE.
2. PROVIDE TOPS FOR ALL FENDER PILES AFTER
INSTALLATION.
1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"
1" = 1' - 0" 0 6" 1' 3'2'
1/2" = 1' - 0" 0 1' 5'6" 2' 3' 4', S-131)
A
M E
N D
M E
N T
/0
/2
V M
G
A
M E
N D
M E
N T
/0
/2
V M
G
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
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S
E N
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IN
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N A
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A u to d e s k D o c s /2
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LE
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MJF
12936733
JZ SA
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T, R
I N
A V
A L
S T
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N
N E
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C O
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A M
P T
O N
R O
A D
S
S -6
06 FEB 2026
FENDER PILE SCHEDULE
PILE
NUMBER PILE TYPE
PILE CUTOFF EL
(NAVD88)
ESTIMATED PILE
TIP EL (NAVD88)
ESTIMATED TOP
OF HWR EL
ESTIMATED TOP OF
GLACIAL TILL EL
1 16" Fender Piles 11' - 10" -58' - 0" -43' - 2" -43' - 1"
2 16" Fender Piles 11' - 10" -58' - 0" -43' - 2" -43' - 1"
3 16" Fender Piles 11' - 10" -58' - 0" -43' - 2" -43' - 1"
4 16" Fender Piles 11' - 10" -58' - 0" -43' - 2" -43' - 1"
5 16" Fender Piles 11' - 10" -58' - 0" -43' - 2" -43' - 1"
6 16" Fender Piles 11' - 10" -58' - 0" -43' - 2" -43' - 1"
7 16" Fender Piles 11' - 10" -58' - 0" -43' - 2" -43' - 1"
8 16" Fender Piles 11' - 10" -58' - 0" -43' - 2" -43' - 1"
9 16" Fender Piles 11' - 10" -58' - 0" -43' - 2" -43' - 1"
10 16" Fender Piles 11' - 10" -58' - 0" -43' - 3" -43' - 1"
11 16" Fender Piles 11' - 10" -58' - 0" -43' - 5" -43' - 5"
12 16" Fender Piles 11' - 10" -58' - 0" -43' - 8" -43' - 5"
13 16" Fender Piles 11' - 10" -58' - 0" -43' - 10" -43' - 8"
14 16" Fender Piles 11' - 10" -58' - 0" -44' - 1" -43' - 11"
15 16" Fender Piles 11' - 10" -58' - 0" -44' - 8" -44' - 5"
16 16" Fender Piles 11' - 10" -58' - 0" -45' - 3" -44' - 11"
17 16" Fender Piles 11' - 10" -58' - 0" -45' - 9" -45' - 5"
18 16" Fender Piles 11' - 10" -58' - 0" -46' - 7" -46' - 1"
19 16" Fender Piles 11' - 10" -58' - 0" -47' - 4" -46' - 10"
20 16" Fender Piles 11' - 10" -59' - 0" -48' - 2" -47' - 7"
21 16" Fender Piles 11' - 10" -59' - 0" -48' - 9" -48' - 0"
22 16" Fender Piles 11' - 10" -59' - 0" -49' - 3" -48' - 6"
23 16" Fender Piles 11' - 10" -59' - 0" -49' - 9" -49' - 0"
24 16" Fender Piles 11' - 10" -59' - 0" -49' - 11" -49' - 3"
25 16" Fender Piles 11' - 10" -59' - 0" -50' - 1" -49' - 7"
26 16" Fender Piles 11' - 10" -59' - 0" -50' - 3" -49' - 7"
27 16" Fender Piles 11' - 10" -59' - 0" -50' - 5" -49' - 9"
28 16" Fender Piles 11' - 10" -59' - 0" -50' - 7" -49' - 9"
29 16" Fender Piles 11' - 10" -59' - 0" -50' - 9" -49' - 9"
30 16" Fender Piles 11' - 10" -59' - 0" -51' - 0" -50' - 1"
31 16" Fender Piles 11' - 10" -59' - 0" -51' - 3" -50' - 5"
32 16" Fender Piles 11' - 10" -59' - 0" -51' - 8" -50' - 8"
33 16" Fender Piles 11' - 10" -59' - 0" -52' - 6" -51' - 4"
34 16" Fender Piles 11' - 10" -59' - 0" -53' - 3" -52' - 1"
35 16" Fender Piles 11' - 10" -59' - 0" -54' - 1" -52' - 10"
36 16" Fender Piles 11' - 10" -59' - 0" -54' - 11" -53' - 6"
37 16" Fender Piles 11' - 10" -60' - 0" -55' - 8" -54' - 3"
38 16" Fender Piles 11' - 10" -60' - 0" -56' - 6" -55' - 0"
39 16" Fender Piles 11' - 10" -60' - 0" -57' - 0" -55' - 5"
40 16" Fender Piles 11' - 10" -60' - 0" -57' - 7" -55' - 11"
41 16" Fender Piles 11' - 10" -60' - 0" -58' - 2" -56' - 5"
42 16" Fender Piles 11' - 10" -60' - 0" -58' - 5" -56' - 8"
43 16" Fender Piles 11' - 10" -60' - 0" -58' - 7" -57' - 0"
44 16" Fender Piles 11' - 10" -60' - 0" -58' - 10" -57' - 0"
45 16" Fender Piles 11' - 10" -60' - 0" -59' - 0" -57' - 0"
46 16" Fender Piles 11' - 10" -60' - 0" -59' - 3" -57' - 3"
47 16" Fender Piles 11' - 10" -60' - 0" -59' - 5" -57' - 6"
48 16" Fender Piles 11' - 10" -60' - 0" -59' - 8" -57' - 10"
49 16" Fender Piles 11' - 10" -60' - 0" -60' - 3" -58' - 3"
50 16" Fender Piles 11' - 10" -60' - 0" -60' - 9" -58' - 9"
51 16" Fender Piles 11' - 10" -60' - 0" -61' - 4" -59' - 3"
52 16" Fender Piles 11' - 10" -62' - 0" -63' - 9" -61' - 5"
53 16" Fender Piles 11' - 10" -62' - 0" -64' - 3" -61' - 11"
54 16" Fender Piles 11' - 10" -63' - 0" -64' - 10" -62' - 5"
55 16" Fender Piles 11' - 10" -63' - 0" -65' - 5" -62' - 11"
56 16" Fender Piles 11' - 10" -63' - 0" -65' - 8" -63' - 2"
57 16" Fender Piles 11' - 10" -63' - 0" -65' - 10" -63' - 5"
58 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 5"
59 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 6"
60 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 6"
61 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 6"
62 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 6"
63 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 6"
64 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 6"
65 16" Fender Piles 11' - 10" -63' - 0" -66' - 6" -63' - 8"
66 16" Fender Piles 11' - 10" -63' - 0" -66' - 11" -63' - 11"
67 16" Fender Piles 11' - 10" -63' - 0" -67' - 4" -64' - 1"
68 16" Fender Piles 11' - 10" -63' - 0" -67' - 9" -64' - 3"
69 16" Fender Piles 11' - 10" -63' - 0" -67' - 11" -64' - 4"
70 16" Fender Piles 11' - 10" -63' - 0" -68' - 1" -64' - 6"
71 16" Fender Piles 11' - 10" -63' - 0" -68' - 3" -64' - 6"
72 16" Fender Piles 11' - 10" -63' - 0" -68' - 5" -64' - 7"
73 16" Fender Piles 11' - 10" -63' - 0" -68' - 7" -64' - 7"
74 16" Fender Piles 11' - 10" -63' - 0" -68' - 9" -64' - 8"
75 16" Fender Piles 11' - 10" -63' - 0" -68' - 11" -64' - 9"
76 16" Fender Piles 11' - 10" -63' - 0" -69' - 4" -65' - 0"
77 16" Fender Piles 11' - 10" -63' - 0" -69' - 9" -65' - 2"
78 16" Fender Piles 11' - 10" -63' - 0" -70' - 2" -65' - 4"
79 16" Fender Piles 11' - 10" -63' - 0" -70' - 6" -65' - 6"
FENDER PILE SCHEDULE
PILE
NUMBER PILE TYPE
PILE CUTOFF EL
(NAVD88)
ESTIMATED PILE
TIP EL (NAVD88)
ESTIMATED TOP
OF HWR EL
ESTIMATED TOP OF
GLACIAL TILL EL
80 16" Fender Piles 11' - 10" -63' - 0" -70' - 11" -65' - 8"
81 16" Fender Piles 11' - 10" -63' - 0" -71' - 4" -65' - 11"
82 16" Fender Piles 11' - 10" -63' - 0" -71' - 9" -66' - 1"
83 16" Fender Piles 11' - 10" -63' - 0" -72' - 2" -66' - 3"
84 16" Fender Piles 11' - 10" -63' - 0" -72' - 5" -66' - 4"
85 16" Fender Piles 11' - 10" -63' - 0" -72' - 6" -66' - 6"
86 16" Fender Piles 11' - 10" -63' - 0" -72' - 8" -66' - 6"
87 16" Fender Piles 11' - 10" -63' - 0" -72' - 10" -66' - 7"
88 16" Fender Piles 11' - 10" -63' - 0" -73' - 0" -66' - 7"
89 16" Fender Piles 11' - 10" -63' - 0" -73' - 2" -66' - 8"
90 16" Fender Piles 11' - 10" -63' - 0" -73' - 4" -66' - 10"
91 16" Fender Piles 11' - 10" -63' - 0" -73' - 9" -67' - 0"
92 16" Fender Piles 11' - 10" -63' - 0" -74' - 2" -67' - 2"
93 16" Fender Piles 11' - 10" -63' - 0" -74' - 7" -67' - 4"
94 16" Fender Piles 11' - 10" -63' - 0" -74' - 10" -67' - 6"
95 16" Fender Piles 11' - 10" -63' - 0" -78' - 3" -69' - 0"
96 16" Fender Piles 11' - 10" -63' - 0" -78' - 8" -69' - 2"
97 16" Fender Piles 11' - 10" -63' - 0" -79' - 1" -69' - 5"
98 16" Fender Piles 11' - 10" -64' - 0" -79' - 6" -69' - 7"
99 16" Fender Piles 11' - 10" -64' - 0" -79' - 8" -69' - 8"
100 16" Fender Piles 11' - 10" -64' - 0" -79' - 10" -69' - 9"
101 16" Fender Piles 11' - 10" -64' - 0" -80' - 0" -69' - 9"
102 16" Fender Piles 11' - 10" -64' - 0" -80' - 1" -69' - 11"
103 16" Fender Piles 11' - 10" -64' - 0" -80' - 3" -69' - 11"
104 16" Fender Piles 11' - 10" -64' - 0" -80' - 5" -70' - 0"
105 16" Fender Piles 11' - 10" -64' - 0" -80' - 8" -70' - 1"
106 16" Fender Piles 11' - 10" -64' - 0" -81' - 0" -70' - 3"
107 16" Fender Piles 11' - 10" -64' - 0" -81' - 5" -70' - 6"
108 16" Fender Piles 11' - 10" -64' - 0" -81' - 10" -70' - 8"
109 16" Fender Piles 11' - 10" -64' - 0" -82' - 2" -70' - 10"
110 16" Fender Piles 11' - 10" -64' - 0" -82' - 2" -70' - 10"
111 16" Fender Piles 11' - 10" -64' - 0" -82' - 2" -70' - 10"
112 16" Fender Piles 11' - 10" -64' - 0" -82' - 5" -71' - 0"
113 16" Fender Piles 11' - 10" -64' - 0" -82' - 6" -71' - 0"
114 16" Fender Piles 11' - 10" -64' - 0" -82' - 6" -71' - 0"
115 16" Fender Piles 11' - 10" -64' - 0" -82' - 7" -71' - 0"
116 16" Fender Piles 11' - 10" -65' - 0" -82' - 7" -71' - 1"
117 16" Fender Piles 11' - 10" -65' - 0" -82' - 8" -71' - 1"
118 16" Fender Piles 11' - 10" -65' - 0" -82' - 8" -71' - 1"
119 16" Fender Piles 11' - 10" -65' - 0" -82' - 8" -71' - 1"
120 16" Fender Piles 11' - 10" -65' - 0" -82' - 9" -71' - 2"
121 16" Fender Piles 11' - 10" -65' - 0" -82' - 10" -71' - 3"
122 16" Fender Piles 11' - 10" -65' - 0" -83' - 0" -71' - 3"
123 16" Fender Piles 11' - 10" -65' - 0" -83' - 0" -71' - 4"
124 16" Fender Piles 11' - 10" -65' - 0" -83' - 2" -71' - 5"
125 16" Fender Piles 11' - 10" -65' - 0" -83' - 3" -71' - 6"
126 16" Fender Piles 11' - 10" -65' - 0" -83' - 4" -71' - 6"
127 16" Fender Piles 11' - 10" -65' - 0" -83' - 6" -71' - 7"
128 16" Fender Piles 11' - 10" -65' - 0" -83' - 7" -71' - 8"
129 16" Fender Piles 11' - 10" -65' - 0" -83' - 8" -71' - 9"
130 16" Fender Piles 11' - 10" -65' - 0" -83' - 9" -71' - 9"
131 16" Fender Piles 11' - 10" -66' - 0" -83' - 9" -71' - 10"
132 16" Fender Piles 11' - 10" -66' - 0" -83' - 9" -71' - 10"
133 16" Fender Piles 11' - 10" -66' - 0" -83' - 10" -71' - 10"
134 16" Fender Piles 11' - 10" -66' - 0" -83' - 10" -71' - 10"
135 16" Fender Piles 11' - 10" -66' - 0" -83' - 11" -71' - 10"
136 16" Fender Piles 11' - 10" -66' - 0" -83' - 11" -71' - 11"
137 16" Fender Piles 11' - 10" -66' - 0" -84' - 0" -71' - 11"
138 16" Fender Piles 11' - 10" -66' - 0" -84' - 1" -72' - 0"
139 16" Fender Piles 11' - 10" -66' - 0" -84' - 2" -72' - 1"
140 16" Fender Piles 11' - 10" -66' - 0" -84' - 4" -72' - 2"
141 16" Fender Piles 11' - 10" -66' - 0" -84' - 5" -72' - 3"
142 16" Fender Piles 11' - 10" -66' - 0" -84' - 7" -72' - 3"
143 16" Fender Piles 11' - 10" -66' - 0" -84' - 7" -72' - 4"
144 16" Fender Piles 11' - 10" -67' - 0" -85' - 0" -72' - 5"
145 16" Fender Piles 11' - 10" -66' - 0" -84' - 7" -72' - 4"
146 16" Fender Piles 11' - 10" -67' - 0" -85' - 6" -72' - 7"
147 16" Fender Piles 11' - 10" -67' - 0" -86' - 0" -72' - 9"
148 16" Fender Piles 11' - 10" -67' - 0" -86' - 7" -72' - 11"
149 16" Fender Piles 11' - 10" -67' - 0" -86' - 10" -73' - 0"
150 16" Fender Piles 11' - 10" -67' - 0" -87' - 0" -73' - 1"
151 16" Fender Piles 11' - 10" -67' - 0" -87' - 3" -73' - 1"
152 16" Fender Piles 11' - 10" -67' - 0" -87' - 5" -73' - 2"
153 16" Fender Piles 11' - 10" -67' - 0" -87' - 8" -73' - 2"
154 16" Fender Piles 11' - 10" -67' - 0" -87' - 10" -73' - 4"
155 16" Fender Piles 11' - 10" -67' - 0" -88' - 1" -73' - 5"
156 16" Fender Piles 11' - 10" -67' - 0" -88' - 7" -73' - 7"
157 16" Fender Piles 11' - 10" -67' - 0" -89' - 2" -73' - 9"
158 16" Fender Piles 11' - 10" -67' - 0" -89' - 8" -73' - 11"
FENDER PILE SCHEDULE
PILE
NUMBER PILE TYPE
PILE CUTOFF EL
(NAVD88)
ESTIMATED PILE
TIP EL (NAVD88)
ESTIMATED TOP
OF HWR EL
ESTIMATED TOP OF
GLACIAL TILL EL
159 16" Fender Piles 11' - 10" -67' - 0" -90' - 3" -74' - 1"
160 16" Fender Piles 11' - 10" -68' - 0" -90' - 9" -74' - 3"
161 16" Fender Piles 11' - 10" -68' - 0" -91' - 4" -74' - 5"
162 16" Fender Piles 11' - 10" -68' - 0" -91' - 7" -74' - 6"
163 16" Fender Piles 11' - 10" -68' - 0" -91' - 9" -74' - 7"
164 16" Fender Piles 11' - 10" -68' - 0" -91' - 11" -74' - 7"
165 16" Fender Piles 11' - 10" -68' - 0" -92' - 2" -74' - 7"
166 16" Fender Piles 11' - 10" -68' - 0" -92' - 4" -74' - 8"
167 16" Fender Piles 11' - 10" -68' - 0" -92' - 7" -74' - 9"
168 16" Fender Piles 11' - 10" -68' - 0" -92' - 10" -74' - 10"
169 16" Fender Piles 11' - 10" -68' - 0" -93' - 4" -75' - 0"
170 16" Fender Piles 11' - 10" -68' - 0" -93' - 11" -75' - 2"
171 16" Fender Piles 11' - 10" -68' - 0" -94' - 5" -75' - 4"
172 16" Fender Piles 11' - 10" -68' - 0" -94' - 11" -75' - 6"
173 16" Fender Piles 11' - 10" -68' - 0" -95' - 6" -75' - 8"
174 16" Fender Piles 11' - 10" -68' - 0" -96' - 0" -75' - 10"
175 16" Fender Piles 11' - 10" -68' - 0" -96' - 3" -75' - 11"
176 16" Fender Piles 11' - 10" -68' - 0" -96' - 6" -76' - 0"
177 16" Fender Piles 11' - 10" -68' - 0" -96' - 8" -76' - 0"
178 16" Fender Piles 11' - 10" -68' - 0" -96' - 10" -76' - 2"
179 16" Fender Piles 11' - 10" -68' - 0" -97' - 1" -76' - 2"
180 16" Fender Piles 11' - 10" -69' - 0" -97' - 3" -76' - 3"
181 16" Fender Piles 11' - 10" -69' - 0" -97' - 6" -76' - 4"
182 16" Fender Piles 11' - 10" -69' - 0" -98' - 1" -76' - 6"
183 16" Fender Piles 11' - 10" -69' - 0" -98' - 7" -76' - 8"
184 16" Fender Piles 11' - 10" -69' - 0" -99' - 2" -76' - 10"
185 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
186 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
187 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
188 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
189 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
190 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
191 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
192 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
193 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
194 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
195 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
196 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
197 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
198 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
199 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
200 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
201 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
202 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
203 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
204 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
205 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
206 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
207 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
208 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
209 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
210 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
211 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
212 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
213 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
214 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
215 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
216 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
217 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
218 16" Fender Piles 11' - 10" -69' - 0" -100' - 5" -77' - 2"
219 16" Fender Piles 11' - 10" -69' - 0" -99' - 2" -76' - 10"
220 16" Fender Piles 11' - 10" -69' - 0" -98' - 7" -76' - 8"
221 16" Fender Piles 11' - 10" -69' - 0" -98' - 1" -76' - 6"
222 16" Fender Piles 11' - 10" -69' - 0" -97' - 6" -76' - 4"
223 16" Fender Piles 11' - 10" -69' - 0" -97' - 3" -76' - 3"
224 16" Fender Piles 11' - 10" -68' - 0" -97' - 1" -76' - 2"
225 16" Fender Piles 11' - 10" -68' - 0" -96' - 10" -76' - 2"
226 16" Fender Piles 11' - 10" -68' - 0" -96' - 8" -76' - 0"
227 16" Fender Piles 11' - 10" -68' - 0" -96' - 6" -76' - 0"
228 16" Fender Piles 11' - 10" -68' - 0" -96' - 3" -75' - 11"
229 16" Fender Piles 11' - 10" -68' - 0" -96' - 0" -75' - 10"
230 16" Fender Piles 11' - 10" -68' - 0" -95' - 6" -75' - 8"
* INDICATES PILES TO BE PDA TESTED PER THE PROJECT SPECIFICATIONS.
NOTE:
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
1 1 1 222
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
/4
/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
S-603
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 E
N D
E R
P
IL
E S
C H
E D
U
LE
S
H E
E T
O
F
MJF
12936734
JZ SA
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 -6
06 FEB 2026
FENDER PILE SCHEDULE
PILE
NUMBER PILE TYPE
PILE CUTOFF EL
(NAVD88)
ESTIMATED PILE
TIP EL (NAVD88)
ESTIMATED TOP
OF HWR EL
ESTIMATED TOP OF
GLACIAL TILL EL
309 16" Fender Piles 11' - 10" -63' - 0" -74' - 10" -67' - 6"
310 16" Fender Piles 11' - 10" -63' - 0" -74' - 7" -67' - 4"
311 16" Fender Piles 11' - 10" -63' - 0" -74' - 2" -67' - 2"
312 16" Fender Piles 11' - 10" -63' - 0" -73' - 9" -67' - 0"
313 16" Fender Piles 11' - 10" -63' - 0" -73' - 4" -66' - 10"
314 16" Fender Piles 11' - 10" -63' - 0" -73' - 2" -66' - 8"
315 16" Fender Piles 11' - 10" -63' - 0" -73' - 0" -66' - 7"
316* 16" Fender Piles 11' - 10" -63' - 0" -72' - 10" -66' - 6"
317 16" Fender Piles 11' - 10" -63' - 0" -72' - 8" -66' - 6"
318 16" Fender Piles 11' - 10" -63' - 0" -72' - 6" -66' - 6"
319 16" Fender Piles 11' - 10" -63' - 0" -72' - 5" -66' - 4"
320 16" Fender Piles 11' - 10" -63' - 0" -72' - 2" -66' - 3"
321 16" Fender Piles 11' - 10" -63' - 0" -71' - 9" -66' - 1"
322 16" Fender Piles 11' - 10" -63' - 0" -71' - 4" -65' - 11"
323 16" Fender Piles 11' - 10" -63' - 0" -70' - 11" -65' - 8"
324 16" Fender Piles 11' - 10" -63' - 0" -70' - 6" -65' - 6"
325 16" Fender Piles 11' - 10" -63' - 0" -70' - 2" -65' - 4"
326 16" Fender Piles 11' - 10" -63' - 0" -69' - 9" -65' - 2"
327 16" Fender Piles 11' - 10" -63' - 0" -69' - 4" -65' - 0"
328 16" Fender Piles 11' - 10" -63' - 0" -68' - 11" -64' - 9"
329 16" Fender Piles 11' - 10" -63' - 0" -68' - 9" -64' - 8"
330 16" Fender Piles 11' - 10" -63' - 0" -68' - 7" -64' - 7"
331 16" Fender Piles 11' - 10" -63' - 0" -68' - 5" -64' - 7"
332 16" Fender Piles 11' - 10" -63' - 0" -68' - 3" -64' - 6"
333 16" Fender Piles 11' - 10" -63' - 0" -68' - 1" -64' - 6"
334 16" Fender Piles 11' - 10" -63' - 0" -67' - 11" -64' - 4"
335 16" Fender Piles 11' - 10" -63' - 0" -67' - 9" -64' - 3"
336 16" Fender Piles 11' - 10" -63' - 0" -67' - 4" -64' - 1"
337 16" Fender Piles 11' - 10" -63' - 0" -66' - 11" -63' - 11"
338 16" Fender Piles 11' - 10" -63' - 0" -66' - 6" -63' - 8"
339 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 6"
340 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 6"
341 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 6"
342 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 6"
343 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 6"
344 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 5"
345 16" Fender Piles 11' - 10" -63' - 0" -66' - 1" -63' - 5"
346 16" Fender Piles 11' - 10" -63' - 0" -65' - 10" -63' - 5"
347 16" Fender Piles 11' - 10" -63' - 0" -65' - 8" -63' - 2"
348 16" Fender Piles 11' - 10" -63' - 0" -65' - 5" -62' - 11"
349 16" Fender Piles 11' - 10" -63' - 0" -64' -…
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