3c Drawings.pdf

PDF 14 MB Posted Oct 28, 2025

Attached to: MAJOR M&R WATERFRONT AT U. S. COAST GUARD, STATION NEW YORK, STATEN ISLAND, PSN 18362253
Solicitation number: IFB70Z0G126BSNY00130
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Oct 28, 2025

This document is a detailed design and construction drawing set for a U.S. Coast Guard waterfront facility repair project located at Station New York in Staten Island, New York. The project involves comprehensive repairs and replacements across multiple waterfront infrastructure components, including floating docks, breakwaters, a south pier, and seawall, with a total project number of 18362253 and fiscal year 2025 funding.

The project scope includes a base bid item (BBI) and four optional bid items (OBIs), with key work including: replacing the main floating dock, repairing MRG and boarding floating dock guide piles, repairing south and north breakwaters by replacing timber facing boards and recoating steel support structures, repairing the south pier with concrete repairs and flood coating, and addressing seawall repairs involving crack and spall fixes, repointing masonry, and installing riprap. The project is phased to minimize disruption to Coast Guard station operations, with specific work to be completed in three separate phases and an exclusionary period during the United Nations General Assembly in September 2025 and 2026.

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CG STA NEW YORK

STATEN ISLAND, RICHMOND COUNTY, NEW YORK

18362253 MAJOR M&R WATERFRONT (FY25 CPOP)

MRG FLOATS (SMALL BOATS), BOARDING FLOAT, BOAT MRG

BRKWTR SOUTH, NORTH BREAKWATER, SOUTH PIER,

CONCRETE BULKHEAD/SEAWALL

DRAWING INDEX

SHEET ID SHEET NO. DISCIPLINE SHEET TITLE

G-001 01 GENERAL COVER SHEET

G-002 02 GENERAL LEGEND, ABBREVIATIONS, & NOTES

G-003 03 GENERAL GENERAL NOTES

V-101 04 MAPPING OVERALL WATERFRONT PLAN

CD101 05 CIVIL DEMOLITION MRG FLOATING DOCK DEMO PLAN

CD102 06 CIVIL DEMOLITION BOARDING FLOATING DOCK DEMO PLAN

CD103 07 CIVIL DEMOLITION SOUTH BREAKWATER DEMO PLAN

CD104 08 CIVIL DEMOLITION NORTH BREAKWATER DEMO PLAN

CD105 09 CIVIL DEMOLITION SOUTH PIER DEMO PLAN

CD106 10 CIVIL DEMOLITION SEAWALL DEMO PLAN

C-101 11 CIVIL MRG FLOATING DOCK REPAIR/REPLACEMENT PLAN

C-102 12 CIVIL BOARDING FLOATING DOCK REPAIR PLAN

C-103 13 CIVIL SOUTH BREAKWATER REPAIR PLAN

C-104 14 CIVIL NORTH BREAKWATER REPAIR PLAN

C-105 15 CIVIL SOUTH PIER REPAIR PLAN

C-106 16 CIVIL SEAWALL REPAIR PLAN

C-501 17 CIVIL EROSION AND SEDIMENT CONTROL DETAILS

C-901 18 CIVIL SITE PHOTOGRAPHS - 1

C-902 19 CIVIL SITE PHOTOGRAPHS - 2

S-501 20 STRUCTURAL FLOATING DOCK DETAILS - 1

S-502 21 STRUCTURAL FLOATING DOCK DETAILS - 2

S-503 22 STRUCTURAL BREAKWATER REPAIR DETAILS - 1

S-504 23 STRUCTURAL BREAKWATER REPAIR DETAILS - 2

S-505 24 STRUCTURAL SOUTH PIER REPAIR DETAILS - 1

S-506 25 STRUCTURAL SOUTH PIER REPAIR DETAILS - 2

S-507 26 STRUCTURAL SEAWALL REPAIR DETAILS

E-501 27 ELECTRICAL ELECTRICAL DETAILS

U.S. COAST GUARD

CIVIL ENGINEERING

CEU PROVIDENCE

VICINITY MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

STA NEW YORK

NOTES:

1. THE PROPERTY BOUNDARY DATA SHOWN WAS OBTAINED FROM THE NEW YORK CITY

GIS SYSTEM (gis.nyc.gov) AND IS CONSIDERED APPROXIMATE.

ABUTTING PROPERTY DATA

BLOCK LOT PARCEL ADDRESS OWNER OWNER ADDRESS

1 2832 1 10 SEARCH LANE,

STATEN ISLAND, NY 10305 US GOVERNMENT 10 SEARCH LANE,

STATEN ISLAND, NY 10305

2 2832 68 70 NEW LANE

STATEN ISLAND, NY 10305

NYC HOUSING

AUTHORITY

70 NEW LANE

STATEN ISLAND, NY 10305

3 2833 76 0 NAUTILUS COURT

STATEN ISLAND, NY 10305

SEA CLIFF TOWERS

OWNERS CORP

20 CLIFF STREET

STATEN ISLAND, NY 10305

PROJECT LOCATION

ABUTTING PROPERTIES MAP

SCALE: NTS

BROOKLYN

STATEN ISLAND

NEW YORK

HARBOR

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TECHNICAL DIRECTOR

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BRANCH CHIEF

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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CONSULTING A/E:

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A/E PROJECT NO.:

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ENGINEERING UNIT

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PROVIDENCE

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CIVIL

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NEW YORK

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STATION

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MAJOR M&R WATERFRONT (FY25 CPOP)

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CG STA NEW YORK

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STATEN ISLAND

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GENERAL

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COVER SHEET

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STA NY

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AutoCAD SHX Text 18362253

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P18362253G-001.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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MICHAEL P. CAROSOTTO, PE

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MICHAEL P. CAROSOTTO, PE

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DAVID C. DILL

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAY 2025

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U.S. COAST GUARD

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CIVIL ENGINEERING

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HARBOR

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NEW YORK

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SOUND

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LONG ISLAND

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PROVIDENCE

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HARTFORD

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HUDSON RIVER

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LONG ISLAND

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MASS.

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CONN.

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BLOCK

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ISLAND

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PA.

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ATLANTIC OCEAN

ELEVATION

SECTION

DETAIL

INDICATES REFERENCE QUADRANT SHEET LOCATION

SHEET WHERE SECTION/

DETAIL/ELEVATION IS TAKEN

INDICATES REFERENCE QUADRANT ON DESTINATION SHEET

SHEET WHERE SECTION IS SHOWN

INDICATES REFERENCE QUADRANT ON DESTINATION SHEET

SHEET WHERE DETAIL IS SHOWN

INDICATES REFERENCE QUADRANT ON DESTINATION SHEET

SHEET WHERE ELEVATION IS SHOWN

X# X-#

VIEW TITLE SAMPLE

SCALE: AS NOTED

REFERENCE DOCUMENTS:

1. THE FOLLOWING REFERENCE MATERIALS WERE USED TO INFORM THE DESIGNER OF RECORD OF THE EXISTING SITE

CONDITIONS AND ARE AVAILABLE TO THE CONTRACTOR UPON REQUEST. REVIEW OF THIS MATERIAL IS NOT REQUIRED FOR

BIDDING PURPOSES.

A. AUG 2022, WATERFRONT FACILITY ASSESSMENT REPORT: USCG STA NEW YORK, STATEN ISLAND, NY; PREPARED BY LLOYD COLLINS JV, PORTSMOUTH, NH FOR USCG CIVIL ENGINEERING UNIT PROVIDENCE, WARWICK, RI; FINAL

SUBMISSION.

B. 20 DEC 2016, RECORD DRAWINGS, CG PROJECT NUMBER 5328641: MULTI-PURPOSE BUILDING & WATERFRONT RENOVATIONS, U.S. COAST GUARD STATION NEW YORK, STATEN ISLAND, NEW YORK; PREPARED BY HASKELL ARCHITECTS AND ENGINEERS, NY FOR USCG FACILITIES DESIGN & CONSTRUCTION CENTER, NORFOLK, VA.

C. MAR 2013, DESIGN DRAWINGS, CG PROJECT NUMBER 5084254: WATERFRONT REPAIRS (POST HURRICANE SANDY), USCG STA NEW YORK, STATEN ISLAND, NEW YORK; PREPARED BY APPLEDORE MARINE ENGINEERING, INC., PORTSMOUTH, NH FOR USCG CIVIL ENGINEERING UNIT PROVIDENCE, RI; 90% SUBMISSION.

D. 28 MAY 2013, SHOP DRAWINGS, CG PROJECT NUMBER 5084254: FLOATING DOCK SHOP DRAWINGS, USCG ROSEBANK; PREPARED BY BELLINGHAM MARINE, YORK, PA FOR USCG CIVIL ENGINEERING UNIT PROVIDENCE, RI;

LATEST REVISION NO. 9.

E. 21 JUL 2003, FINAL DRAWINGS, CG PROJECT NUMBER P01175: WATERFRONT REPAIRS, USCG STA NEW YORK, STATEN ISLAND, NEW YORK; PREPARED BY USCG CEU PROVIDENCE, WARWICK, RI.

F. 27 FEB 1998, RECORD DRAWINGS, CG PROJECT NUMBER 01-95-1004: USCG RELOCATION PROJECT, USCG STATION ROSEBANK, STATEN ISLAND, NEW YORK; PREPARED BY HAN-PADRON ASSOCIATES CONSULTING ENGINEERS, NY

FOR USCG FACILITIES DESIGN & CONSTRUCTION CENTER, PACIFIC, SEATTLE, WA.

G. AUG 1990, SHOP DRAWINGS, CG PROJECT NUMBER 43-8357: STATION NEW YORK FLOAT, GOVERNORS ISLAND, NEW YORK; PREPARED BY CONCRETE FLOATATION SYSTEMS, INC. "THE FLOATATION CORPORATION", NORWALK, CT.

2. THE REFERENCE MATERIALS LISTED ABOVE DO NOT SHOW ALL EXISTING CONDITIONS AND DETAILS FROM THE ORIGINAL CONSTRUCTION AND SUBSEQUENT REPAIR OR IMPROVEMENT CONTRACTS BUT SHOW BASIC ARRANGEMENT OF THE

FACILITIES, GENERAL LOCATIONS OF REPAIRS, AND OTHER IMPROVEMENTS.

ABBREVIATIONS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

APPROX. APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AWPA AMERICAN WOOD PRESERVES ASSOCIATION

AWS AMERICAN WELDING SOCIETY

BBI BASE BID ITEM

BMP BEST MANAGEMENT PRACTICES

BTM BOTTOM

BWTN BETWEEN

CB CARRIAGE BOLT

CEU CIVIL ENGINEERING UNIT

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR

COMM COMMUNICATIONS

CONC CONCRETE

CONT CONTINUOUS

CONT'D CONTINUED

COR CONTRACTING OFFICER REPRESENTATIVE

CVR COVER

DIA/Ø DIAMETER

DIM DIMENSION

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELECTRIC

ELEV ELEVATION

EPC EPOXY COATED

EQ EQUAL

ES EACH SIDE

EX EXISTING

EXP EXPANSION

F&I FURNISH AND INSTALL

F&P FORM AND PUMP

FH FLAT HEAD

FNDN FOUNDATION

FT FOOT/FEET

FTG FOOTING

FW FLAT WASHER

HDG HOT DIPPED GALVANIZED

HHN HEAVY HEX NUT

HLN HEX LOCK NUT

HORIZ HORIZONTAL

HT HAND TROWEL

IBC INTERNATIONAL BUILDING CODE

I.D. INSIDE DIAMETER

IN INCH(ES)

KO CONTRACTING OFFICER

L LENGTH

LBS POUNDS

LF LINEAR FEET

LG LONG

LOD LIMITS OF DISTURBANCE

LW LOCK WASHER

MW MALLEABLE WASHER

MAX MAXIMUM

MHW MEAN HIGH WATER

MHHW MEAN HIGHER HIGH WATER

MIN MINIMUM

MLW MEAN LOW WATER

MLLW MEAN LOWER LOW WATER

MRG MARGINAL

MSL MEAN SEA LEVEL

MTL MEAN TIDE LEVEL

NOTES:

THE ELEVATION DATA SHOWN ABOVE WAS OBTAINED FROM SHEET C700

OF REFERENCE DOCUMENT B PROVIDED BELOW ON THIS DRAWING.

N NORTH

NAD83 NORTH AMERICAN DATUM OF 1983

NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988

NBW NORTH BREAKWATER

NDS NATIONAL DESIGN SPECIFICATION FOR

WOOD CONSTRUCTION

NE NORTH EAST

NIC NOT IN CONTRACT

NO. NUMBER

NTS NOT TO SCALE

NW NORTH WEST

NYSDEC NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

NYSDOS NEW YORK STATE DEPARTMENT OF STATE

NYSDOT NEW YORK STATE DEPARTMENT OF TRANSPORTATION

OC ON CENTER

OBI OPTIONAL BID ITEM

OD OUTSIDE DIAMETER

OGW OGEE WASHER

P&M PROTECT AND MAINTAIN

PCF POUNDS PER CUBIC FOOT

PL PLATE

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

QTY QUANTITY

R&D REMOVE AND DISPOSE

R&R REMOVE AND REINSTALL

R&S REMOVE AND STOCKPILE

REF REFERENCE

REQ'D REQUIRED

RIK REPLACE IN KIND

RPUID REAL PROPERTY UNIQUE IDENTIFIER

S SOUTH

SBW SOUTH BREAKWATER

SE SOUTH EAST

SF SQUARE FEET

SID STATEN ISLAND DATUM

SIP STAY-IN-PLACE

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

SW SOUTH WEST

T TELECOMMUNICATION

t CONCRETE REPAIR THICKNESS

TB TIMBER BOLT

T&B TOP & BOTTOM

T&G TONGUE AND GROOVE

TYP TYPICAL

UHMW ULTRA HIGH MOLECULAR WEIGHT POLYETHELENE

U.S. UNITED STATES

USACE UNITED STATES ARMY CORPS OF ENGINEERS

USCG UNITED STATES COAST GUARD

UTIL UTILITIES

W WEST

WWF WELDED WIRE FABRIC

W/ WITH

& AND

@ AT

' FEET/FOOT

" INCHES

< LESS THAN

> GREATER THAN OR EQUAL

% PERCENTAGE

± PLUS/MINUS

CIVIL LEGEND

PROPERTY LINE/EASEMENT

ELECTRIC LINE

WATER LINE

TELECOMMUNICATIONS LINE

STORM SEWER LINE

SANITARY SEWER LINE

FUEL LIINE

ELECTRIC JUNCTION BOX

ELECTRICAL PANEL

OVERHEAD LIGHT AND POLE

TELEPHONE BOX

SHORE TIE

DOCK BOX

MRG FLOATING DOCK GUIDE PILE

BOARDING FLOATING DOCK GUIDE PILE

SOUTH BREAKWATER PILE/BONNET

SOUTH BREAKWATER FRAME & PILE CONNECTIONS

NORTH BREAKWATER PILE/BONNET

NORTH BREAKWATER FRAME & PILE CONNECTIONS

SOUTH PIER BENT DESIGNATION

SOUTH PIER PILE ROW DESIGNATION

PILE ANODE

SEAWALL STATIONING

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INDICATES REFERENCE QUADRANT SHEET LOCATION

DATUM CONVERSION (ELEVATIONS IN FEET)

DATUM MLLW NAVD88 SID

FEMA 1% Still Water Flood Elevation 14.08 11.30 9.21 Top of Breakwater 11.81 9.30 6.94 Mean Higher-High Water (MHHW) 5.06 2.28 0.19

Richmond (Staten Island, SID) 4.87 2.09 0.00

Mean High Water (MHW) 4.73 1.95 -0.14

NAVD88 2.78 0.00 -2.09

NAVD29 1.68 -1.10 -3.19

Mean Low Water (MLW) 0.21 -2.57 -4.66

Mean Lower-Low Water (MLLW) 0.00 -2.78 -4.87

SAN

PROJECT DESCRIPTION:

THE PROJECT INCLUDES ONE (1) BASE BID ITEM (BBI) AND FOUR (4) OPTIONAL BID ITEMS (OBIs) AS SUMMARIZED BELOW. ANY WORK THAT IS NOT SPECIFIED AS BEING PART OF AN OBI SHALL BE INCLUDED AS PART OF THE BASE BID SCOPE. THE BELOW SUMMARY IS NOT AN EXHAUSTIVE LIST OF ALL SCOPE ITEMS, ESPECIALLY INCIDENTAL WORK, AND IS INTENDED TO BE A GENERAL SUMMARY ONLY. REFER TO THE DRAWING AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND DETAILS

ON THE FULL PROJECT SCOPE OF WORK.

1. THE BBI WORK INCLUDES THE FOLLOWING ITEMS AND INCIDENTAL RELATED WORK:

BBI NO. 1:

REPLACE MAIN FLOATING DOCK: REPLACE THE EXISTING MAIN FLOATING DOCK WITH A NEW

FLOATING DOCK OF THE SAME SIZE AND FOOTPRINT; REMOVE AND REINSTALL THE EXISTING

SHORE TIE ELECTRICAL PANEL/STANCHION AND TELEPHONE BOX/STANCHION ON THE

REPLACEMENT FLOATING DOCK; REPLACE THE SHORE TIE ELECTRICAL LINES AND ROUTE

THROUGH INTERNAL UTILITY CHASES AND PULL BOXES; AND REPLACE MULTIPLE STEEL PILE

GUIDE FRAMES.

REPAIR MRG FLOATING DOCK GUIDE PILES: RECOAT PILES F1 THROUGH F17 AND INSTALL

SACRIFICIAL ANODES ON PILES F1 THROUGH F11.

REPAIR BOARDING FLOATING DOCK GUIDE PILES: RECOAT PILES B1 THROUGH B5 AND INSTALL

SACRIFICIAL ANODES ON PILES B1 THROUGH B5.

REPAIR SOUTH BREAKWATER: REPLACE DETERIORATED VERTICAL TIMBER FACING BOARDS

(180 EA); RECOAT THE STEEL SUPPORT PILES, PILE CONNECTIONS, AND STEEL FRAMING; AND

INSTALL SACRIFICIAL ANODES ON THE STEEL SUPPORT PILES AND STEEL FRAMES.

REPAIR NORTH BREAKWATER: REPLACE DETERIORATED VERTICAL TIMBER FACING BOARDS (30

EA); RECOAT THE STEEL SUPPORT PILES, PILE CONNECTIONS, AND STEEL FRAMING; INSTALL

SACRIFICIAL ANODES ON THE STEEL SUPPORT PILES AND STEEL FRAMES; AND REPAIR THE

OVERHEAD LIGHTING ELECTRICAL LINE.

REPAIR SOUTH PIER: INSTALL METHACRYLATE FLOOD COAT ON TOPSIDE OF DECK; REPAIR

CONCRETE CURB SPALL; REPAIR CONCRETE PILE CAP CRACKS AND SPALLS; REPLACE

SUPPORT PILE CONCRETE ENCASEMENTS; AND REMOVE GUIDE PILE POSTS.

SEAWALL: REPAIR VARIOUS CRACKS AND SPALLS AT THE BOAT RAMP RETURN WALL, NORTH

RETURN WALL, AND CURBS; REPOINT EXPOSED STONE MASONRY IN NORTH RETURN WALL;

REPAIR VOID IN SEAWARD FACE; RESEAL CAP EXPANSION JOINTS; RECOAT THE WALE SPLICE

PLATES; INSTALL WALE SPLICE PLATE ANCHORS; RECOAT THE WALE TIE RODS; AND PLACE

RIPRAP ALONG TOE AREA NORTH OF BOAT RAMP.

2. THE OBI WORK INCLUDES THE FOLLOWING ITEMS AND INCIDENTAL RELATED WORK:

OBI NO. 1: REPLACE FLOATING DOCK F: REPLACE THE EXISTING FLOATING DOCK F WITH A NEW

FLOATING DOCK OF THE SAME SIZE AND FOOTPRINT; AND REPLACE MULTIPLE STEEL PILE

GUIDE FRAMES.

OBI NO. 2: REPLACE FLOATING DOCKS A&B: REPLACE THE EXISTING FLOATING DOCKS A AND B

WITH NEW FLOATING DOCKS OF THE SAME SIZE AND FOOTPRINT; REMOVE AND REINSTALL THE

EXISTING SHORE TIES/STANCHIONS ON THE REPLACEMENT FLOATING DOCKS; REPLACE THE

SHORE TIE ELECTRICAL LINES AND ROUTE THROUGH INTERNAL UTILITY CHASES AND PULL

BOXES; AND REPLACE MULTIPLE STEEL CONNECTION FRAMES AND STEEL PILE GUIDE FRAMES.

OBI NO. 3: REPLACE MRG FLOATING DOCK GANGWAY: REPLACE THE GANGWAY, UPPER

SUPPORT HINGE, ROLLERS, ROLLER GUIDE WEAR PLATE, AND TRANSITION PLATE.

OBI NO. 4: MISC SITE REPAIRS: REMOVE THE BOAT HOIST TROLLEY CRANE FROM THE SOUTH

PIER; AND REPLACE THE NORTH FENCE END PANEL AND END GUARD.

SB1

SF1

NB1

NF1

CROSS-REFERENCE LEGEND

VERTICAL DATUM CONVERSION DIAGRAM:

NORTH

PLAN

TRUE N

PLAN NORTH

TRUE NORTH

0+00

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DESCRIPTION

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MARK

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USCG DRAWING N0.

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SHEET

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USCG PROJECT NO.

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USCG FILENAME

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CONSULTING A/E:

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PROJECT ENGINEER:

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SHEET ID

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SHEET ID

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MAJOR M&R WATERFRONT (FY25 CPOP)

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CG STA NEW YORK

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STATEN ISLAND

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GENERAL

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LEGEND, ABBREVIATIONS, & NOTES

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STA NY

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P18362253G-002.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAY 2025

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US COAST GUARD

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CIVIL ENGINEERING

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GENERAL NOTES:

1. THE SITE IS LOCATED IN STATEN ISLAND, RICHMOND COUNTY, NEW YORK.

2. THESE DRAWINGS ARE NOT INTENDED TO REPLACE THE SPECIFICATIONS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS AND

SPECIFICATIONS.

3. UTILITY SIZES AND LOCATIONS, WHEN SHOWN ON THESE DRAWINGS, ARE CONSIDERED APPROXIMATE. THE ACTUAL SIZE AND LOCATION OF UTILITIES MAY VARY FROM THOSE SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL UTILITIES, GRADES, AND DIMENSIONS PRIOR TO THE START OF WORK. THE CONTRACTOR SHALL NOTIFY THE COR OF ANY DISCREPANCIES, IN WRITING, PRIOR TO BEGINNING AFFECTED WORK. THE CONTRACTOR SHALL MAKE PROVISIONS TO ENSURE UTILITY LINES ARE

PROTECTED AND REMAIN IN CONTINUOUS OPERATION, UNLESS OTHERWISE NOTED.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT DIG SAFELY NEW YORK AND THE USCG COR A MINIMUM OF 72 HOURS BEFORE COMMENCING WITH ANY EXCAVATION RELATED WORK, IN ORDER THAT ALL

AFFECTED UTILITY COMPANIES ARE NOTIFIED.

5. EXISTING CONSTRUCTION, INCLUDING UTILITIES, DRAINAGE, AND OTHER MISCELLANEOUS WORK WHICH IS TO REMAIN, SHALL BE UNDISTURBED AND PROTECTED. HOWEVER, SOME UTILITIES MAY REQUIRE TEMPORARY REMOVAL TO PERFORM THE WORK. REINSTALL TEMPORARILY REMOVED UTILITIES OR REPLACE

WITH NEW MATERIALS IN-KIND.

6. LIMITED WATER AND POWER ARE AVAILABLE ON SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROVIDING CONNECTIONS AS NEEDED IN COORDINATION WITH THE COR.

7. RIGHT-OF-WAY LINES, PROPERTY LINES, LEASE LINES, AND EASEMENT LINES, WHEN SHOWN ON THESE

DRAWINGS, ARE CONSIDERED APPROXIMATE AND WERE OBTAINED FROM HISTORIC RECORDS.

8. CONSTRUCTION LIMITS COINCIDE WITH PROPERTY LINE AND/OR LEASE LIMITS AS SHOWN ON THE DRAWINGS.

9. THE USCG SHALL PROVIDE A STAGING AREA WITHIN THE PROPERTY FOR THE CONTRACTOR'S USE AS SHOWN ON DRAWING V-101 OR AS AGREED TO BY THE KO DURING THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL STORE CONSTRUCTION MATERIALS WITHIN ITS DESIGNATED STAGING AREA AND SHALL

NOT STORE SUCH MATERIALS IN OTHER NON-AUTHORIZED AREAS.

10. THE FOLLOWING PERMITS ARE APPLICABLE TO THIS PROJECT:

10.1. USACE: AUTHORIZATION UNDER NATIONWIDE GENERAL PERMIT NUMBER 3 - MAINTENANCE; PERMIT

APPLICATION NUMBER NAN-2025-00116-MMI.

10.2. NYSDEC: DOCKS, PLATFORMS & MOORINGS UNDER ARTICLE 15, TITLE 5; PERMIT ID 2-6404-00555/00014.

10.3. NYSDEC: WATER QUALITY CERTIFICATION UNDER SECTION 401 CLEAN WATER ACT; PERMIT ID 2-6404-00555/00015.

10.4. NYSDEC: TIDAL WETLANDS UNDER ARTICLE 25; PERMIT ID 2-6404-00555/00016.

10.5. NYSDOS: CONCURRENCE WITH CONSISTENCY DETERMINATION; PERMIT ID F-2025-0071 (DA)

THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR ADHERING TO THE CONDITIONS PROVIDED

WITHIN THESE DOCUMENTS, COPIES OF WHICH ARE PROVIDED IN THE SPECIFICATIONS.

11. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK.

SAFETY PROVISIONS SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.

THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING

HOURS.

12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEVELOP ERECTION PROCEDURES AND SEQUENCING TO INSURE THE PROTECTION OF EXISTING AND PROPOSED STRUCTURES AND THE SAFETY AND PROTECTION OF STATION PERSONNEL, CONSTRUCTION PERSONNEL, AND THE PUBLIC, UNLESS OTHERWISE DIRECTED BY THE COR. THIS INCLUDES THE ADDITION OF NECESSARY TEMPORARY SUPPORTS (E.G., BRACING, SHORING, SHEETING, GUYS, TIEDOWNS, ETC.). SUCH TEMPORARY MATERIAL SHALL BE DESIGNED BY THE CONTRACTOR

AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR.

13. THE WORK SHALL BE CONDUCTED IN A MANNER THAT WILL MINIMIZE INTERRUPTIONS TO THE DAILY

OPERATIONS OF USCG STA NEW YORK. REFER TO THE CONSTRUCTION SEQUENCING NOTES FOR

ADDITIONAL REQUIREMENTS.

14. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE ORDERING ANY MATERIAL, COMMENCING ANY FABRICATION, OR PERFORMING ANY WORK. THE CONTRACTOR SHALL NOTIFY THE USCG COR, IN WRITING, OF ANY CONDITIONS OR DIMENSIONS WHICH VARY FROM THOSE SHOWN ON THE DRAWINGS AND INCORPORATE SUCH VARIATIONS IN THE CONSTRUCTION AS APPROVED BY

THE USCG.

15. WATER ELEVATIONS AT THE SITE ARE TIDAL AND WILL VARY.

16. THE PROPOSED WORK IS LOCATED WITHIN A FEMA ZONE AE FLOOD ZONE AND WILL BE INUNDATED DURING THE 100 YEAR FLOOD. THE 100 YEAR FLOOD ELEVATION IS ESTIMATED AT ABOUT EL. 12 FEET (NAVD 88) AS SHOWN ON THE CITY OF NEW YORK, NEW YORK, BRONX, RICHMOND, NEW YORK, QUEENS, AND KINGS COUNTIES, FLOOD INSURANCE RATE MAP NUMBER 3604970331F, PANEL 331 OF 457, LAST REVISED

SEPTEMBER 5, 2007.

17. ALL AREAS DISTURBED DURING DEMOLITION OR CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL

CONDITION BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.

18. MATERIAL TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFFSITE BY THE CONTRACTOR DAILY IN

ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS.

19. THE CONTRACTOR SHALL OBTAIN, DAILY, A BURNING PERMIT FROM THE USCG FOR ALL WELDING, TORCH

CUTTING, OR OTHER HOT WORK.

20. THE CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM, WHETHER SHOWN OR NOT ON THE DRAWINGS. ALL WORK SHALL BE COORDINATED BETWEEN GENERAL, CIVIL, DEMOLITION, STRUCTURAL, AND ELECTRICAL DRAWINGS.

21. THE CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL COST ASSOCIATED WITH THIRD PARTY REINSPECTION OR RETEST WHEN PRIOR REJECTION MAKES REINSPECTION OR RETEST NECESSARY.

22. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE COR FOR APPROVAL PRIOR TO FABRICATION AND CONSTRUCTION. PROPOSED CONTRACTOR CHANGES SHOWN ON SHOP DRAWINGS ONLY

WILL NOT SATISFY THIS REQUIREMENT.

ENVIRONMENTAL PROTECTION PLAN:

1. IN ORDER TO PROTECT NEW YORK HARBOR FROM HAZARDOUS MATERIALS RELEASES DURING THE COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING PREVENTATIVE MEASURES TO AVOID ANY ENVIRONMENTAL IMPACTS. THESE MEASURES SHALL INCLUDE, BUT NOT BE

LIMITED TO:

1.1. ALL EQUIPMENT PROPOSED TO BE UTILIZED BY THE CONTRACTOR SHALL BE IN GOOD WORKING

CONDITION AND INSPECTED DAILY FOR LEAKS.

1.2. A SPILL KIT, ABSORBENT MATERIALS, AND CONTAINMENT BERM SHALL BE ON SITE AT ALL TIMES DURING

CONSTRUCTION OPERATIONS.

1.3. ALL FUEL TRANSFER OPERATIONS SHALL BE CONDUCTED IN AN EFFICIENT AND SAFE MANNER IN ACCORDANCE WITH THE CONTRACTOR'S OPERATIONS MANUAL AND THE REQUIREMENTS SPECIFIED. OIL

ABSORBENT DIAPERS SHALL BE PLACED UNDER ALL EQUIPMENT DURING FUELING OPERATIONS.

1.4. ALL HYDRAULIC EQUIPMENT OPERATING ON SITE SHALL HAVE VEGETABLE BASED, NON-TOXIC, NON-POLLUTING, AND BIO-DEGRADABLE HYDRAULIC FLUID.

1.5. ALL EQUIPMENT SHALL BE PROPERLY MAINTAINED AND RECORDED IN WEEKLY LOGS AS TO

REQUIREMENTS FOR AND ACTUAL MAINTENANCE COMPLETED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEANUP AND REMEDIATION OF HAZARDOUS MATERIAL

RELEASES.

DESIGN CRITERIA:

MARGINAL FLOATING DOCKS:

1. THE DESIGN OF THE REPLACEMENT FLOATING DOCKS IS THE RESPONSIBILITY OF THE CONTRACTOR. THE REQUIRED DESIGN CRITERIA ARE PROVIDED IN SECTION 35 51 13.00 20, CONCRETE FLOATING PIER FOR

SMALL CRAFT.

2. DESIGN VESSELS

SACRIFICIAL ANODES:

1. THE FLOATING DOCK GUIDE PILE, NORTH AND SOUTH BREAKWATER SUPPORT PILE, AND NORTH AND SOUTH BREAKWATER STEEL FRAME SACRIFICIAL ANODES WERE DESIGNED TO PROVIDE PROTECTION OVER A

20-YEAR DESIGN LIFE IN COMBINATION WITH THE EXISTING/PROPOSED COATING SYSTEMS.

REQUIRED DESIGN CODES:

1. 2020 BUILDING CODE OF NEW YORK STATE

2. INTERNATIONAL BUILDING CODE 2018 (IBC 2018)

3. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, AMERICAN SOCIETY OF CIVIL

ENGINEERS, ASCE 7-16

4. UNITED FACILITIES DESIGN, UFC 4-152-01 DESIGN: PIERS AND WHARVES

5. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS

6. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AMERICAN CONCRETE INSTITUTE, ACI 318-19

7. PCI RECOMMENDED PRACTICE FOR DESIGN, MANUFACTURE, AND INSTALLATION OF PRESTRESSED

ELEMENTS

8. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STEEL CONSTRUCTION MANUAL, AISC 15TH EDITION

9. AMERICAN WELDING SOCIETY, AWS D1.1

10. NATIONAL DESIGN STANDARD (NDS) FOR WOOD CONSTRUCTION.

LAYOUT:

1. THE VERTICAL CONTROL DATUM FOR THIS PROJECT IS MLLW.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL LAYOUT WORK SHOWN FROM THE

CONTROL MONUMENTATION PROVIDED.

3. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SURVEY CONTROL THROUGHOUT CONSTRUCTION TO

ESTABLISH AND MAINTAIN ALL LINES AND ELEVATIONS.

TEMPORARY ENVIRONMENTAL CONTROLS:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS, INCLUDING SECTION 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS.

2. TURBIDITY BARRIERS SHALL BE DEPLOYED AROUND AND/OR IMMEDIATELY ADJACENT TO THE WORK AREA

THAT COULD POTENTIALLY PRODUCE TURBIDITY IN THE WATER.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND MAINTAIN ENVIRONMENTAL CONTROLS AS REQUIRED BY FEDERAL, STATE, AND MUNICIPAL REGULATIONS AND PERMITS. ENVIRONMENTAL CONTROLS

SHALL INCLUDE, BUT NOT BE LIMITED TO SEDIMENTATION, TURBIDITY, AND DUST.

4. THE PROJECT REQUIRES THE IMPLEMENTATION OF BEST MANAGEMENT PRACTICES (BMP) DURING CONSTRUCTION WORK TO PREVENT/MINIMIZE ENVIRONMENTAL IMPACTS DURING THE CONSTRUCTION

ACTIVITY. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO:

A. NO DEBRIS SHALL BE ALLOWED TO ENTER THE WATER. WORK SHALL BE PERFORMED "IN THE DRY" DURING LOW WATER WINDOWS WHENEVER POSSIBLE. THE CONTRACTOR SHALL PROVIDE A TEMPORARY PLATFORM OR OTHER SUITABLE POSITIVE MEANS OF CAPTURING DEBRIS FROM CONSTRUCTION AND DEMOLITION OPERATIONS. THESE FACILITIES SHALL BE IN PLACE AND APPROVED BY THE COR BEFORE

STARTING ANY DEMOLITION WORK.

5. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS, TARPAULINS, FLOATS, STAGING AND OTHER DEVICES NECESSARY TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING THE

WATER AND AIRBORNE MATERIALS FROM LEAVING THE IMMEDIATE VICINITY OF THE SITE.

6. DEMOLITION DEBRIS FALLING INTO THE WATER SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.

UNDERWATER INSPECTIONS MAY BE CONDUCTED BY THE USCG TO VERIFY THAT THE CONTRACTOR HAS

REMOVED ALL DEMOLITION AND CONSTRUCTION DEBRIS FROM THE MUDLINE.

DIVISION 2 - EXISTING CONDITIONS:

1. ADHERE TO THE REQUIREMENTS OF THESE PROJECT DRAWINGS AND SPECIFICATIONS, INCLUDING SECTION

02 41 00, DEMOLITION AND DECONSTRUCTION.

DIVISION 3 - CONCRETE:

1. ADHERE TO THE REQUIREMENTS OF THESE PROJECT DRAWINGS AND SPECIFICATIONS, INCLUDING SECTIONS 03 01 32, CONCRETE REHABILITATION FOR CIVIL WORKS; 03 01 32.01, EPOXY CRACK INJECTION;

AND 03 01 32.02, METHACRYLATE FLOOD COAT.

DIVISION 5 - METALS:

1. ADHERE TO THE REQUIREMENTS OF THESE PROJECT DRAWINGS AND SPECIFICATIONS, INCLUDING SECTION

05 50 15, CIVIL WORKS FABRICATION.

DIVISION 6 - WOODS, PLASTICS AND COMPOSITES:

1. ADHERE TO THE REQUIREMENTS OF THESE PROJECT DRAWINGS AND SPECIFICATIONS, INCLUDING SECTION

06 13 33, PIER TIMBERWORK.

DIVISION 9 - FINISHES:

1. ADHERE TO THE REQUIREMENTS OF THESE PROJECT DRAWINGS AND SPECIFICATIONS, INCLUDING SECTION

09 97 13.26, COATING OF STEEL WATERFRONT STRUCTURES.

DIVISION 26 - ELECTRICAL:

1. ADHERE TO THE REQUIREMENTS OF THESE PROJECT DRAWINGS AND SPECIFICATIONS, INCLUDING SECTIONS 26 00 00.00 20, BASIC ELECTRICAL MATERIALS AND METHODS; 26 05 19.00 10, INSULATED WIRE AND

CABLE; AND 26 27 29, MARINA ELECTRICAL WORK.

2. ADHERE TO THE REQUIREMENTS OF THESE PROJECT DRAWINGS AND SPECIFICATIONS, INCLUDING SECTION

26 42 13.00 20, CATHODIC PROTECTION BY GALVANIC ANODES.

DIVISION 31 - EARTHWORK:

1. ADHERE TO THE REQUIREMENTS OF THESE PROJECT DRAWINGS AND SPECIFICATIONS, INCLUDING SECTION

31 62 19.15, PILE ENCASEMENTS.

DIVISION 32 - EXTERIOR IMPROVEMENTS:

1. ADHERE TO THE REQUIREMENTS OF THESE PROJECT DRAWINGS AND SPECIFICATIONS, INCLUDING SECTION 32 01 19.61, RESEALING OF JOINTS IN RIGID PAVEMENT; AND 32 31 13, CHAIN LINK FENCES.

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION:

1. ADHERE TO THE REQUIREMENTS OF THESE PROJECT DRAWINGS AND SPECIFICATIONS, INCLUDING SECTION

35 51 13.00 20, CONCRETE FLOATING PIER FOR SMALL CRAFT.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETAINING A FLOATING DOCK MANUFACTURER FOR THE DESIGN AND FABRICATION OF THE FLOATING DOCKS. FOR THIS PROJECT, THE FLOATING DOCK SHALL BE THE PRODUCT OF BELLINGHAM MARINE INDUSTRIES, INC. THE DESIGN SHALL BE STAMPED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE UNITED STATES.

CONSTRUCTION SEQUENCING:

1. STA NEW YORK IS AN ACTIVE USCG INSTALLATION AND WILL MAINTAIN CONTINUOUS OPERATION

THROUGHOUT THE COMPLETION OF THIS PROJECT. ACCORDINGLY, THE CONTRACTOR SHALL NOT

INTERFERE WITH STATION OPERATIONS OR IMPEDE UPLAND OR WATER BASED ACCESS. PERSONNEL ACCESS TO EMERGENCY RESPONSE VESSELS AND THE ABILITY TO GO UNDERWAY SHALL BE CONTINUOUSLY

MAINTAINED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL TO BEGIN EACH PHASE OF WORK IN

COORDINATION WITH THE KO AND STA NEW YORK EPO.

3. CONTRACTOR CONSTRAINTS TO SEQUENCING ARE AS FOLLOWS:

A. DESIGN, APPROVAL, FABRICATION, AND DELIVERY OF THE FLOATING DOCKS AND ASSOCIATED COMPONENTS, STEEL COATING REMOVAL AND COATING SYSTEMS, SACRIFICIAL ANODES, TIMBER FACING BOARDS, CONCRETE REPAIR MATERIAL, ELECTRICAL MATERIAL, AND ALL OTHER REQUIRED ITEMS AND MATERIALS SHALL BE COMPLETED BY THE CONTRACTOR PRIOR TO COMMENCING ANY WORK ON SITE IN

ORDER TO MINIMIZE THE AMOUNT OF TIME THAT THE STA OPERATIONS WILL BE IMPACTED.

B. WORK ON THE FLOATING DOCK, SOUTH BREAKWATER, AND BOARDING FLOATING DOCK SHALL BE PERFORMED IN THREE (3) PHASES AS SHOWN ON THESE DRAWINGS. THE STA NEW YORK VESSELS DISPLACED DURING EACH PHASE WILL TEMPORARILY MOOR AT THE ADJACENT FLOATING DOCKS NOT INCLUDED IN THE CURRENT PHASE. THE KTR SHALL MAINTAIN UPLAND ACCESS TO THE OPERATIONAL FLOATING DOCKS. THE KTR SHALL ALSO MAINTAIN CLEAR ACCESS FROM THE OPERATIONAL FLOATING

DOCKS TO THE BOAT BASIN ENTRANCE FOR STA NEW YORK VESSELS AT ALL TIMES.

C. AREAS OF THE FACILITY NOT UNDER CONSTRUCTION SHALL REMAIN IN OPERATION DURING

CONSTRUCTION. KEEP ALL CONSTRUCTION ACTIVITIES AND PERSONNEL CLEAR OF FACILITY OPERATIONS.

EXCLUSIONARY PERIOD:

1. NO WORK SHALL BE PERFORMED FROM SEPTEMBER 7, 2025 TO SEPTEMBER 28, 2025 AND FROM SEPTEMBER 6, 2026 TO SEPTEMBER 27, 2026 IN ORDER TO AVOID IMPACTS TO USCG STA NEW YORK SUPPORT OF THE UNITED NATIONS GENERAL ASSEMBLY. THIS PERIOD WILL NOT BE CONSIDERED PART OF THE TIME ALLOWED

FOR THE PERFORMANCE OF THE WORK.

DESIGN VESSEL SPECIFICATIONS

VESSEL

LENGTH

(FT)

BEAM

(FT)

DRAFT

(FT)

DISPLACEMENT

(LB)

45' RESPONSE BOAT

- MEDIUM 44.8 14.6 3.3 36,500

29' RESPONSE BOAT

- SMALL II 28.7 8.4 1.7 8,300

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MAJOR M&R WATERFRONT (FY25 CPOP)

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CG STA NEW YORK

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STATEN ISLAND

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GENERAL

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GENERAL NOTES

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STA NY

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P18362253G-003.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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US COAST GUARD

CIVIL ENGINEERING

W W

EEEEE

E E

F F

A5 OVERALL WATERFRONT PLAN

SCALE: 1" = 20'

20' 40'0

CD104

C-104

REPAIR/REPLACE MRG

FLOATING DOCKS, SEE

REPAIR SOUTH

BREAKWATER, SEE

REPAIR NORTH

BREAKWATER, SEE

REPAIR

SOUTH PIER, SEE

REPAIR

SEAWALL, SEE

BUILDING #10

GRASS SLOPE

ASPHALT

DRIVE

ASPHALT

DRIVE

ASPHALT

DRIVE

BUILDING #8

BOAT

RAMP

G W

CD103

C-103

A5,D5

CD106

C-106 D2,D7

CD105

C-105

NEW YORK HARBOR

EBB

FLOOD

BOAT BASIN

NAUTILUS COURT

' S

A1 V-101

STA NY WATERFRONT

SOUTHEAST, 16 OCT 2024

F9 V-101

STA NY WATERFRONT

WEST, 16 OCT 2024

F9 V-101

A1 V-101

CD101

C-101

BRONZE DISC FOUND "NATIONAL

OCEAN SERVICE BENCHMARK 9050A"

EL. = 7.89 (SID)

ELEVATION NOT PUBLISHED

"L" CUT SET

ON TOP WALL

EL. = 8.66 (SID)

BRONZE DISC FOUND "NATIONAL

OCEAN SERVICE BENCHMARK 9050B"

EL. = 5.38 SID

ELEVATION NOT PUBLISHED

SURVEY NOTE:

1. ELEVATION BENCHMARK DATA SHOWN WAS

TAKEN FROM REFERENCE B LISTED ON DWG

G-002.

ELEVATED ELECTRICAL

SUPPLY PANELS FOR

FLOATING DOCKS AND

WATERFRONT OVERHEAD

LIGHTING, AMONG

OTHERS

USCG ASSET SUMMARY

ITEM NO. COMMON NAME REAL PROPERTY NAME RPUID

1 MRG FLOATING DOCKS STA NY MRG FLOATS

(SMALL BOATS)

2 BOARDING FLOATING

DOCK

BOARDING FLOAT 842140

3 SOUTH BREAKWATER STA NY BOAT MRG

BRKWTR SOUTH

70975

4 NORTH BREAKWATER NORTH BREAKWATER 70974

5 SOUTH PIER SOUTH PIER 9858

6 SEAWALL CONCRETE

BULKHEAD/SEWALL

REPAIR BOARDING

FLOATING DOCK, SEE A5

CD102

C-102

CONTRACTOR'S STAGING AREA

(APPROX. 3,000 SF), FINAL SIZE AND

LOCATION TO BE DETERMINED BY KO

AND UNIT EPO

FUEL

DISPENSERS

REPLACE OVERHEAD LIGHTING

ELECTRICAL WIRING DOWNSTREAM OF

THIS LOCATION, SEE A3/S-503 AND E8/E-501

MARINE

DIESEL &

GASOLINE

FUEL TANKS

NORTH

PLAN

TRUE N

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CG STA NEW YORK

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STATEN ISLAND

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MAPPING

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OVERALL WATERFRONT PLAN

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STA NY

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P18362253V-101.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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SOLICITATION NO,: CONTRACT NO,:

C5 MRG FLOATING DOCK PLAN

SCALE: 1" = 10'

10' 20'0

EX. SOUTH BREAKWATER STEEL

FRAME AND TIMBER FACING BOARDS

OATIN

G D

OCK A

OATIN

G D

OCK B

OATIN

G D

OCK C

OATIN

G D

OCK D

OATIN

G D

OCK E

G D

O C

K F

G W

NEW YORK HARBOR

BOAT BASIN

EBB

FLOOD

SOUTH PIER

EX. SOUTH

BREAKWATER

WALKWAY

R&D FLOATING DOCK A&B (OBI 2)

R&D COATING AT GUIDE PILES F1 - F17 (BBI 1)

R&D FLOATING DOCK F (OBI 1)

R&D GANGWAY (OBI 3)

R&D MAIN FLOATING DOCK

(BBI 1)

R&D SHORE TIE E LINE FROM

SBW J BOX TO EL PANEL (BBI 1)

EX.

TRANSITION

PLATE

SB1

SB2

SB3

SB4

SB5

SB6

SB7

SB8

SB9

F10

F11

F12

F13

F14

F15

F16

F17

EX. 14"Ø STEEL FLOATING DOCK

GUIDE PILE (TYP. OF 11, PILE F1-11)

EX. SOUTH

BREAKWATER

SUPPORT PILE (TYP.)

SHORE TIE (TYP.)

EX. SHORE TIE

JUNCTION BOX (TYP.)

EX. STEEL FRAME

(TYP. FLOATING DOCKS A-E)

16"Ø STEEL FLOATING DOCK

GUIDE PILE W/ ANODE

(TYP. OF 6, PILES F12-17)

8'±

40'±

(TYP. FLOATING DOCK A-E)6'± (TYP. FLOATING

DOCK A-E)

8'±

48'±

FLOATING DOCK SECTION

SCALE: 1" = 10'

10' 20'0

MHHW

EL. 5.1'

MLLW

EL. 0.0'

PILE CUT-OFF

EL. 24.8'±

EX. MUDLINE,

EL. VARIES

SOUTH

BREAKWATER

EX. 16"Ø STEEL

FLOATING DOCK

GUIDE PILE

EX. 14"Ø STEEL

FLOATING DOCK

GUIDE PILE

PILE COATING

R&D LIMITS

EL. 15.5'

PILE COATING

R&D LIMITS

EL. 1.0'

R&D FLOATING

DOCK A&B (OBI 2)

R&S SHORE TIE (OBI 2)

R&D SHORE TIE

E LINE

R&D FLOATING DOCK A&B STEEL FRAMES (OBI 2)

R&D MAIN FLOATING DOCK

CD101

EX. ANODE

F1 F2 F3F9F16

MLLW

EL. 0.0'

MHHW

EL. 5.1'

PILE CUT-OFF

EL. 24.8'±

PILE COATING

R&D LIMITS

EL. 15.5'

PILE COATING

R&D LIMITS

EL. 1.0'

SOUTH

PIER

SOUTH

BREAKWATER

EX. 14"Ø STEEL

FLOATING DOCK

GUIDE PILE (TYP.)

A5 FLOATING DOCK SECTION

SCALE: 1" = 10'

10' 20'0

R&S T BOX AND

STANCHION

R&D TRANSITION

PLATE (OBI 1)

R&D FLOATING DOCK F (OBI 1)

R&D GANGWAY (OBI 3)

R&D MAIN

FLOATING DOCK

R&D T LINE (OBI 1)

R&D PILE

COATING

(TYP.)

R&D PILE

COATING

(TYP.)

CD101

SEE DEMOLITION

NOTE 4

FLOATING DOCK DEMOLITION NOTES:

1. WORK ON THIS DRAWING INCLUDES BBI 1, OBI 1, OBI 2, AND OBI 3. SEE SCHEDULE ON THIS DRAWING FOR DETAILS.

2. WORK ON THE MRG FLOATING DOCKS, THE SOUTH BREAKWATER, AND THE BOARDING FLOATING DOCKS SHALL BE PERFORMED IN THREE

(3) SEPARATE PHASES AS SHOWN IN ORDER TO ALLOW FOR CONTINUOUS UNIT OPERATIONS.

3. THE CONTRACTOR SHALL REMOVE, SALVAGE, AND SECURELY STORE THE FOLLOWING DURING CONSTRUCTION:

3.1. MAIN FLOATING DOCK:

3.1.1. SHORE TIE EL PANEL/STANCHION

3.1.2. TELEPHONE BOX/STANCHION

3.1.3. DOCK BOXES (6 EA)

3.1.4. J BOXES (FOR FLOATING DOCK A&B IF OBI 2 NOT EXERCISED)

3.1.5. HOSE REELS (IF PRESENT)

3.2. FLOATING DOCK F (OBI 1):

3.2.1. GANGWAY & LANDING PLATE (IF OBI 3 IS NOT EXERCISED)

3.3. FLOATING DOCK A&B (OBI 2):

3.3.1. SHORE TIES/STANCHIONS

4. P&M FLOATING DOCKS A THROUGH E WHILE THEY ARE DISCONNECTED FROM THE MAIN FLOATING DOCK AND ADEQUATELY SECURE THEM SO THAT THEY ARE PROTECTED FROM ADVERSE WEATHER CONDITIONS. P&M STEEL FRAMES FOR RECONNECTION TO REPLACEMENT MAIN FLOATING DOCK. CONTRACTOR TO DETAIL THIS WORK AS PART OF ITS DEMO PLAN, SEE 02 41 00, DEMOLITION AND DECONSTRUCTION.

FLOATING DOCK BID ITEM SCHEDULE

BBI 1

MAIN FLOATING

DOCK

●R&S DOCK BOXES (6 EA)

●TEMPORARILY DETACH AND STABILIZE FLOATS A-E

●R&D MAIN FLOATING DOCK

ELECTRICAL ●R&S SHORE TIE EL PANEL/STANCHION

●R&S T BOX/STANCHION

●R&D EL LINE FROM SBW J BOX TO EL PANEL

●R&D SHORE TIE EL LINES (MAIN, A, B, C, D, & E)

●R&D J BOXES (C,D,&E)

●R&S J BOXES (A&B)

GUIDE PILES ●R&D COATING AT GUIDE PILES F1-F17, SEE A8/S-501

OBI 1: REPLACE FLOATING DOCK F

FLOATING

DOCK F

●R&S GANGWAY (IF OBI 3 NOT EXERCISED)

●R&D FLOATING DOCK

●R&D TRANSITION PLATE

ELECTRICAL ●R&D T LINE FROM T BOX/STANCHION TO S PIER J-BOX

OBI 2: REPLACE FLOATING DOCKS A&B

FLOATING

DOCKS A&B

●R&D FLOATING DOCK

●R&D STEEL FRAMES (4 EA TOTAL)

ELECTRICAL ●R&S SHORE TIE/STANCHION (2 EA)

●R&D J BOXES (2 EA)

OBI 3: REPLACE GANGWAY

GANGWAY ●R&D GANGWAY, HINGE, ROLLER, AND ROLLER PLATE

MAIN FLOATING DOCK (240' ±)

PHASE 1 MRG FLOATING DOCK AND SOUTH

BREAKWATER REPAIR LIMITS, SEE NOTE 2

PHASE 2 MRG FLOATING DOCK AND SOUTH

BREAKWATER REPAIR LIMITS, SEE NOTE 2

F1,F3 C-901

F5 C-901

F7 C-901

F9 C-901

D1 C-901

NORTH

PLAN

TRUE N

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SHEET ID

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MAJOR M&R WATERFRONT (FY25 CPOP)

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CG STA NEW YORK

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STATEN ISLAND

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CIVIL DEMOLITION

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MRG FLOATING DOCK DEMO PLAN

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MRG FLOATS (SMALL BOATS)

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CD101

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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A/E PROJECT NO.:

SOLICITATION NO,: CONTRACT NO,:

FLO

ATIN

D O

C K

G W

A5 BOARDING FLOATING DOCK PLAN

SCALE: 1" = 10'

10' 20'0

BOAT BASIN

AT R

SEAWALL

B4 B5

R&D COATING AT GUIDE

PILES B1 - 15 (BBI 1)

BOARDING FLOATING DOCK REPAIR NOTES:

1. WORK ON THIS DRAWING IS INCLUDED

UNDER BBI 1.

2. WORK ON THE MRG FLOATING DOCKS,

THE SOUTH BREAKWATER, AND THE

BOARDING FLOATING DOCKS SHALL BE

PERFORMED IN THREE (3) SEPARATE

PHASES AS SHOWN IN ORDER TO

ALLOW FOR CONTINUOUS UNIT

OPERATIONS.

PHASE 3 BOARDING FLOATING

DOCK REPAIR LIMITS, SEE NOTE 2

NORTH

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TRUE N

B9 C-902

A1 C-902

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SHEET ID

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CG STA NEW YORK

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STATEN ISLAND

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CIVIL DEMOLITION

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BOARDING FLOATING DOCK DEMO PLAN

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BOARDING FLOAT

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CD102

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P18362253CD102.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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T T

E E

W W

T T

SOLICITATION NO,: CONTRACT NO,:

A5 BREAKWATER PLAN

SCALE: 1" = 10'

10' 20'0

EX. SOUTH BREAKWATER

STEEL FRAME AND DESIGNATION (TYP.)

OATIN

G D

OCK A

OATIN

G D

OCK C

OATIN

G D

OCK D

OATIN

G D

OCK E

G D

O C

K F

MAIN FLOATING DOCK

G W

NEW YORK HARBOR

BOAT BASIN

EBB

FLOOD

SOUTH PIER

EX. SOUTH BREAKWATER PILE BRACING

AND WALKWAY (ABOVE SUPPORT PILES)

TRANSITION

PLATE

TYPICAL BREAKWATER SECTION

SCALE: 1/4" = 1'-0"

4' 8'0

MHW

EL. 4.7'

MLLW

EL. 0.0'

R&D COATING ON PILE/BONNET

(TYP. SB1-SB23)

R&D DETERIORATED PT 4X12

VERTICAL TIMBER FACING BOARDS,

SEE NOTE 5

R&D COATING AT

CONTIGUOUS DELAMINATED

AREAS WITHIN 12" OF MHW

R&D GALV. BOLTED CONNECTIONS AT REPLACEMENT TIMBER

FACING BOARDS (TYP. OF 2 BOLTED CONNECTIONS PER

STEEL FRAMING WALE). P&M WALE SUCH THAT REPLACEMENT

BOLTS CAN BE INSTALLED PROPERLY

1'-0"

PILE CUT-OFF

SBW: EL. 11.0'±

TOP OF FACING BOARD

EL. 12.0'±

BASE OF BOARD

EL. VARIES

EX. STEEL FRAMING WALE (TYP., QTY VARIES

FROM 2 TO 3 ALONG LENGTH OF

BREAKWATERS BASED ON MUDLINE DEPTH

R&D COATING ON W12 STEEL FRAME

ASSEMBLY (TYP. SF1-SF8)

EX. WALKWAY

(SOUTH BREAKWATER ONLY)

EX. 42"Ø STEEL PILE BONNET AND

GROUTED ANNULAR SPACE

EX. PRESSURE TREATED 4x12

VERTICAL TIMBER FACING

BOARD AT 12" O.C.

EX. STEEL FRAMING (HEIGHT VARIES

BASED ON MUDLINE DEPTH)

EX. MUDLINE,

EL. VARIES

R&D DETERIORATED PT 4X12 VERTICAL

TIMBER FACING BOARDS AT SF4-SF8 (TYP.

OF 40 EA, SEE NOTE 5)

R&D COATING ON STEEL

FRAME ASSEMBLY

(TYP. SF1-SF8)

R&D COATING ON PILE/BONNET & UPPER

PILE CONNECTION (TYP. SB1-SB23)

SB1

SB2

SB3

SB4

SB5

SB6

SB7

SB8

SB9

F10

F11

F12

F13

F14

F15

F16

F17

CD103

R&D COATING ON PILE COVER PLATE

(TYP. SB1-SB23) R&D COATING ON UPPER PILE

CONNECTION (TYP. SB1-SB23)

SOUTH BREAKWATER DEMOLITION NOTES:

1. WORK ON THIS DRAWING IS INCLUDED UNDER BBI 1.

2. WORK ON THE MRG FLOATING DOCKS, THE SOUTH BREAKWATER, AND THE BOARDING FLOATING DOCK SHALL BE PERFORMED IN THREE (3) SEPARATE PHASES AS SHOWN IN ORDER TO ALLOW FOR CONTINUOUS UNIT OPERATIONS.

3. ALL STEEL PILES, BONNETS, FRAME ASSEMBLIES, AND PILE CONNECTIONS SHALL BE CLEANED AND RECOATED IN

ACCORDANCE WITH 09 97 13.26, COATING OF STEEL WATERFRONT STRUCTURES.

4. REMOVAL OF EXISTING VERTICAL TIMBER FACING BOARDS WILL NOT BE REQUIRED AS PART OF RECOATING. RECOAT STEEL

FRAMING UP TO AND AROUND ALL TIMBER INTERFACES.

5. SOUTH BREAKWATER VERTICAL TIMBER FACING BOARDS:

5.1. REPLACE ALL BOARDS AT SOUTH BREAKWATER FRAMES SF1, SF2 AND SF3.

5.2. AT SOUTH BREAKWATER FRAMES SF4 - SF8, 40 EA BOARDS ARE ESTIMATED TO REQUIRE REPLACEMENT. CONTRACTOR TO PERFORM A VIDEO DIVE INSPECTION TO IDENTIFY THE TIMBER FACING BOARDS REQUIRING REPLACEMENT BASED ON THEIR CURRENT CONDITIONS. SUBMIT VIDEO AND REPLACEMENT SCHEDULE SUBMITTAL TO COR FOR APPROVAL PRIOR TO

BEGINNING WORK.

5.3. REPLACEMENT TIMBER FACING BOARDS SHALL BE INSTALLED THE SAME DAY THEY ARE R&D IN ORDER TO MAINTAIN

PROTECTION TO THE BOAT BASIN.

OATIN

G D

OCK B

P&M SOUTH BREAKWATER HEAT-TRACED

WATER LINE, LIGHT POLES, TELECOM

SPEAKERS, AND ASSOCIATED CONDUIT

EX. 36"Ø STEEL BREAKWATER SUPPORT PILE WITH

42"Ø STEEL PIPE BONNET AND DESIGNATION (TYP.)

COATING

REMOVAL LIMITS

EL. 4.7' (MHW)

SF3

SF4

SF5

SF6

SF7

SF8

EX. SOUTH BREAKWATER

TIMBER FACING BOARDS (TYP.)

PHASE 1 MRG FLOATING DOCK

AND SOUTH BREAKWATER

REPAIR LIMITS, SEE NOTE 2

PHASE 2 MRG FLOATING DOCK

AND SOUTH BREAKWATER

REPAIR LIMITS, SEE NOTE 2

EX. 36"Ø STEEL PILE

BASE OF

BONNET

SBW: EL. -7.0'±

P&M EX. ANODES

D3 C-901

D5 C-901

D7 C-901

D9 C-901

P&M SOUTH BREAKWATER

HEAT-TRACED WATER LINE, LIGHT

POLES, TELECOM SPEAKERS, AND

ASSOCIATED CONDUIT

NORTH

PLAN

TRUE N

F1,F3 C-901

R&D ALL PT 4X12 VERTICAL TIMBER

FACING BOARDS AT SF1, SF2, AND

SF3 (140 EA±, SEE NOTE 5)

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MAJOR M&R WATERFRONT (FY25 CPOP)

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CG STA NEW YORK

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STATEN ISLAND

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CIVIL DEMOLITION

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SOUTH BREAKWATER DEMO PLAN

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BRKWTR SOUTH

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CD103

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AutoCAD SHX Text P18362253

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P18362253CD103.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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1DD

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ISSUED FOR CONSTRUCTION

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MAY 2025

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US COAST GUARD

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CIVIL ENGINEERING

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DESCRIPTION

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MARK

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EDITED BY:

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EEEEEEEEEEEEE

E E

SOLICITATION NO,: CONTRACT NO,:

A5 ICE SCREEN SECTION

SCALE: 1/4" = 1'-0"

NORTH BREAKWATER STEEL

FRAME AND DESIGNATION (TYP.)

NEW YORK HARBOR

BOAT BASIN

EBB

FLOODNORTH BREAKWATER

SUPPORT PILE AND

DESIGNATION (TYP.)

PILE BRACING

(ABOVE SUPPORT PILES)

OUTBOARD BREAKWATER SECTION

SCALE: 1/4" = 1'-0"

4' 8'0

MHW

EL. 4.7'

MLLW

EL. 0.0'

R&D COATING ON PILE/BONNETS

(TYP. NB1-NB7)

R&D DETERIORATED PT 4X12

VERTICAL TIMBER FACING BOARDS

(TYP. OF 30 EA, SEE NOTE 4)

R&D COATING ON

CONTIGUOUS DELAMINATED

AREAS WITHIN 12" OF MHW

1'-0"

PILE CUT-OFF

NBW: EL. 7.5'±

TOP…

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File details come from the government source that posted it. Updated Oct 28, 2025.