3c P13174398 DWG.pdf

PDF 16 MB Posted Aug 13, 2024

Attached to: Repair Waterfront -- USCG Station Montauk (Montauk, New York)
Solicitation number: 70Z0G124BSLIS0121
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Aug 13, 2024

This document is a solicitation for the repair of the waterfront at USCG Station Montauk in Montauk, New York. The solicitation includes a base bid and two optional bid items for the replacement of the concrete floating dock for small boats, and repairs to the fixed timber pier, stone gabion bulkhead, and WPB floating pier. The estimated value of the project is between $1,000,000 and $5,000,000. The solicitation is a 100% set-aside for small businesses under NAICS code 237990 with a size standard of $45.0 million. The performance period is 285 calendar days from the notice to proceed, and the government reserves the right to exercise the optional bid items within 60 days of award. Bids are due by September 12, 2024 at 2:00 pm EST. The solicitation is issued under FAR Part 14 Sealed Bidding and all relevant documents can be accessed on SAM.gov.

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Other files

File	Type	Posted
17.a ABSTRACT OF BIDS for IFB 70Z0G124BSLIS0121.pdf	PDF	Sep 12, 2024
Amendment 0002 - 70Z0G124BSLIS0121 Repair Waterfront - USCG Station Montauk.pdf	PDF	Sep 10, 2024
UPDATED NY20240012 23AUG24 Wage Determination - Amendment 0001.pdf	PDF	Aug 30, 2024
12b Amendment 0001 - 70Z0G124BSLIS0121 Repair Waterfront - USCG Station Montauk.pdf	PDF	Aug 30, 2024
70Z0G124BSLIS0121 Repair Waterfront -- USCG Station Montauk IFB Solicitation.pdf	PDF	Aug 13, 2024
NY20240001 Wage Determination.pdf	PDF	Aug 13, 2024
3c P13174398 SPC.pdf	PDF	Aug 13, 2024
NY20240012 Wage Determination.pdf	PDF	Aug 13, 2024

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CG STA MONTAUK

MONTAUK, SUFFOLK COUNTY, NEW YORK

13174398 REPAIR WATERFRONT

CONCRETE FLOATING DOCK - SMALL BOAT, FIXED TIMBER PIER,

STONE GABION BULKHEAD, AND WPB FLOATING PIER

DRAWING INDEX

SHEET ID SHEET NO. DISCIPLINE SHEET TITLE

G-001 01 GENERAL COVER SHEET

G-002 02 GENERAL LEGEND & ABBREVIATIONS

G-003 03 GENERAL GENERAL NOTES

V-101 04 SURVEY OVERALL SITE PLAN

CD101 05 CIVIL DEMOLITION CONC FLOATING DOCK - SMALL BOAT DEMO PLAN

CD102 06 CIVIL DEMOLITION FIXED TIMBER PIER DEMO PLAN

CD103 07 CIVIL DEMOLITION STONE GABION BULKHEAD DEMO PLAN

CD104 08 CIVIL DEMOLITION OBI 1: WPB FLOATING PIER DEMO PLAN

C-101 09 CIVIL CONC FLOATING DOCK - SMALL BOAT REPLACEMENT PLAN

C-102 10 CIVIL FIXED TIMBER PIER REPAIR PLAN

C-103 11 CIVIL STONE GABION BULKHEAD REPAIR PLAN

C-104 12 CIVIL OBI 1: WPB FLOATING PIER REPAIR PLAN

C-501 13 CIVIL EROSION AND SEDIMENT CONTROL DETAILS

C-901 14 CIVIL SITE PHOTOGRAPHS - 1

C-902 15 CIVIL SITE PHOTOGRAPHS - 2

C-903 16 CIVIL SITE PHOTOGRAPHS - 3

S-501 17 STRUCTURAL FLOATING DOCK REPLACEMENT DETAILS

S-502 18 STRUCTURAL GABION REPAIR DETAILS

S-503 19 STRUCTURAL OBI 1: WPB FLOATING PIER REPAIR DETAILS - 1

S-504 20 STRUCTURAL OBI 1: WPB FLOATING PIER REPAIR DETAILS - 2

S-505 21 STRUCTURAL OBI 1: WPB FLOATING PIER REPAIR DETAILS - 3

S-506 22 STRUCTURAL OBI 2: WPB FLOATING PIER PILE REPAIR DETAILS

E-501 23 ELECTRICAL ELECTRICAL DETAILS

U.S. COAST GUARD

CIVIL ENGINEERING

CEU PROVIDENCE

VICINITY MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

STA MONTAUK

PROJECT DESCRIPTION:

THE PROJECT INCLUDES ONE (1) BASE BID ITEM (BBI) AND TWO (2) 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.

1. THE BBI WORK INCLUDES THE FOLLOWING ITEMS AND INCIDENTAL

RELATED WORK:

BBI NO. 1:

RPUID 9939, CONCRETE FLOATING DOCK - SMALL BOAT: REPLACE THE

EXISTING FLOATING DOCK; REPLACE THE EXISTING GUIDE PILES; REMOVE

AND REINSTALL THE EXISTING SHORE TIE ON THE PROPOSED FLOATING

DOCK; REPLACE THE SHORE TIE ELECTRICAL LINES ON THE PROPOSED

FLOATING DOCK; REPAIR THE WORN GANGWAY FLANGES; AND REPLACE

GANGWAY ROLLERS, TRANSITION PLATE, ALUMINUM WEAR PLATE, AND

UHMW WEAR PADS AS SPECIFIED AND SHOWN IN THE CONTRACT

DOCUMENTS.

RPUID 66185, FIXED TIMBER PIER: REPLACE BROKEN SEWER LINE HANGER;

REPLACE MISSING SEWER LINE INSULATION; REMOVE ABANDONED

WATER AND COMPRESSED AIR LINES, CONNECTIONS, AND ENCLOSURE;

AND REPLACE MISSING ELECTRICAL JUNCTION BOX COVER PLATE AS

SPECIFIED AND SHOWN IN THE CONTRACT DOCUMENTS.

RPUID 9938, STONE GABION BULKHEAD: REPLACE CORRODED SECTIONS

OF GABION BASKET WIRE; REPLACE MISSING GABION STONE FILL; EXTEND

GABION BASKET BULKHEAD RETURN; AND RESTORE ERODED AREAS AS

SPECIFIED AND SHOWN IN THE CONTRACT DOCUMENTS.

2. THE OBI WORK INCLUDES THE FOLLOWING ITEMS AND INCIDENTAL

RELATED WORK:

OBI NO. 1:

RPUID 66186, WPB FLOATING PIER: TIGHTEN ALL THRU-RODS AND BOLTED

CONNECTIONS; REPLACE DAMAGED AND/OR SEIZED THRU-RODS;

REPLACE PILE GUIDE FRAMES, WEAR PADS, AND ASSOCIATED

THRU-RODS; INSTALL SUPPLEMENTAL BUOYANCY FLOATS TO RETURN

DOCK TO LEVEL; REPLACE PERIMETER TIMBER RUB STRIPS AND

D-FENDERS; REPLACE CLEATS AND ASSOCIATED HARDWARE; REPLACE

THE LIGHT POLE-TO-FLOATING DOCK BOLTED CONNECTION; REPLACE THE

UTILITY GANGWAY; REPLACE THE PERSONNEL GANGWAY HINGE; REPLACE

GANGWAY WEAR PADS; REPAIR CONCRETE DECK ABRASION/SPALLS; AND

REPLACE THE LOWER PILE CLUSTER DOLPHIN WRAP AS SPECIFIED AND

SHOWN IN THE CONTRACT DOCUMENTS.

OBI NO. 2:

RPUID 66186, WPB FLOATING PIER: RECOAT THE EXISTING GUIDE PILES;

AND INSTALL ALUMINUM ANODES ON THE GUIDE PILES AS SPECIFIED AND

SHOWN IN THE CONTRACT DOCUMENTS.

NOTES:

1. THE PROPERTY BOUNDARY DATA SHOWN WAS OBTAINED FROM THE SUFFOLK COUNTY, NEW

YORK GIS MAPPING (HTTPS://KOORDINATES.COM/PUBLISHER/SUFFOLK-COUNTY-NY/DATA/)

AND IS CONSIDERED APPROXIMATE.

ABUTTING PROPERTY DATA

BLOCK LOT PARCEL ADDRESS OWNER OWNER ADDRESS

1 400 2000 69 STAR ISLAND RD

MONTAUK, NY 11954

UNITED STATES

GOVERNMENT

69 STAR ISLAND RD

MONTAUK, NY 11954

2 400 1000 73 STAR ISLAND RD

MONTAUK, NY 11954

TOWN OF EAST

HAMPTON

159 PANTIGO RD

EAST HAMPTON, NY 11937

3 400 17000 58 STAR ISLAND RD

MONTAUK, NY 11954

32 STAR ISLAND

ASSOCIATES LLC

417 FIFTH AVE, FLOOR 4TH

NEW YORK, NY 10016

4 400 3000 59 STAR ISLAND RD

MONTAUK, NY 11954 MARLENA GERSHOWITZ 152 THE HELM

EAST ISLIP, NY 11730

5 400 4000 59 STAR ISLAND RD

MONTAUK, NY 11954 MARLENA GERSHOWITZ 152 THE HELM

EAST ISLIP, NY 11730

ABUTTING PROPERTIES MAP

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PROJECT

LOCATION

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DESCRIPTION

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MARK

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EDITED BY:

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TECHNICAL DIRECTOR

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BRANCH CHIEF

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APPROVING OFFICER DATE

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USCG DRAWING N0.

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USCG PROJECT NO.

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USCG FILENAME

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A/E COMPANY:

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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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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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MONTAUK

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STATION

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BLOCK

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ISLAND

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PA.

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REPAIR WATERFRONT

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CG STA MONTAUK

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MONTAUK

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GENERAL

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COVER SHEET

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CONCRETE FLOATING DOCK -SMALL BOAT

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P13174398G-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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1DA

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1DA

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1DA

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1DD

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MICHAEL P. CAROSOTTO, PE

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MICHAEL P. CAROSOTTO, PE

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DAVID C. DILL, PE

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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APR 2024

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U.S. COAST GUARD

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CIVIL ENGINEERING

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LAKE MONTAUK

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OYSTER POND

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USCG STATION MONTAUK

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MONTAUK PT.

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WEST LAKE DRIVE

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LONG ISLAND SOUND

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ATLANTIC OCEAN

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ATLANTIC OCEAN

ELEVATION

SECTION

DETAIL

CROSS-REFERENCE LEGEND

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

TRUE NORTH DIRECTION

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. 7 NOV 1980, AS BUILT DRAWINGS, CG PROJECT NO. 34074, DWG NO. 03-5888:

EROSION CONTROL, MONTAUK COAST GUARD STATION, MONTAUK, NEW

YORK; PREPARED BY U.S. COAST GUARD 3RD DISTRICT, GOVERNORS

ISLAND, N.Y.

B. 5 MAR 1986, DESIGN DRAWINGS, CG PROJECT NO. 35004, DWG NO. 03-6541:

MOORING FLOAT & PIER REDECKING, MONTAUK STATION, MONTAUK LONG

ISLAND, NEW YORK; PREPARED BY U.S. COAST GUARD 3RD DISTRICT,

GOVERNORS ISL., N.Y.

C. UNDATED, DESIGN DRAWINGS, CG PROJECT NO. 01-L5001: REPLACE

STATION/WPB PIER, CG STA MONTUAK, MONTAUK, NY; PREPARED BY U.S.

COAST GUARD FACILITIES DESIGN & CONST CENTER ATLANTIC, NORFOLK,

VA.

D. 1 NOV 2002, SHOP DRAWINGS, REV 2: CONCRETE FLOATING DOCK

ASSEMBLY, USCG STATION MONTAUK, MONTAUK, NY; PREPARED BY

BELLINGHAM MARINE, YORK, PA.

E. MAR 2021, WATERFRONT FACILITIES INSPECTION AND ASSESSMENT AT

UNITED STATES COAST GUARD STATION MONTAUK, MONTAUK, NEW YORK,

USCG PROJECT NO. 16844588; PREPARED BY CHILDS ENGINEERING

CORPORATION, BELLINGHAM, MA.

2. THE REFERENCE MATERIALS LISTED ABOVE ARE NOT INTENDED TO SHOW ALL

EXISTING CONDITIONS AND DETAILS FROM THE ORIGINAL CONSTRUCTION AND

SUBSEQUENT REPAIR OR IMPROVEMENT CONTRACTS BUT ARE INTENDED TO SHOW

BASIC ARRANGEMENT OF THE FACILITIES, GENERAL LOCATIONS OF REPAIRS, AND

OTHER IMPROVEMENTS.

ABBREVIATIONS

ABND ABANDONED

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

CA COMPRESSED AIR

CB CARRIAGE BOLT

CEU CIVIL ENGINEERING UNIT

CF CUBIC FOOT

CFD-SB CONCRETE FLOATING DOCK - SMALL BOAT

CL CENTER LINE

CLR CLEAR

COMM COMMUNICATIONS

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CONT'D CONTINUED

COR CONTRACTING OFFICER REPRESENTATIVE

DIA/Ø DIAMETER

DIM DIMENSION

DW DOCK WASHER

DWG DRAWING

E EAST

EA EACH

EL ELECTRICAL

ELEV ELEVATION

EQ EQUAL

ES EACH SIDE

EX EXISTING

EXP EXPANSION

F&I FURNISH AND INSTALL

FH FLAT HEAD

FNDN FOUNDATION

FT FOOT/FEET

FTG FOOTING

FTP FIXED TIMBER PIER

FW FLAT WASHER

HDG HOT DIPPED GALVANIZED

HHN HEAVY HEX NUT

HLN HEX LOCK NUT

HORIZ HORIZONTAL

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

MSL MEAN SEA LEVEL

MTL MEAN TIDE LEVEL

N NORTH

NAD83 NORTH AMERICAN DATUM OF 1983

NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988

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

P&M PROTECT AND MAINTAIN

PCF POUNDS PER CUBIC FOOT

PL PLATE

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PW POTABLE WATER

QTY QUANTITY

R&D REMOVE AND DISPOSE

R&R REMOVE AND REINSTALL

R&S REMOVE AND STOCKPILE

REF REFERENCE

REQ'D REQUIRED

RPUID REAL PROPERTY UNIQUE IDENTIFIER

E8 VERTICAL DATUM CONVERSION DIAGRAM

SCALE: NTS

MLLW

MLW

MTL

MSL

NAVD 88

MHW

MHHW

N T

G E

EL. -0.17'

EL. 0.00'

EL. 1.07'

EL. 1.40'

EL. 2.07'

EL. 2.36'

EL. 1.04'

MLW

EL. -1.57'

EL. -1.40'

EL. -0.33'

EL. 0.00'

EL. 0.67'

EL. 0.96'

EL. -0.36'

NAVD 88

ABBREVIATIONS CONTINUED

S SOUTH

SE SOUTH EAST

SF SQUARE FEET

SID STATEN ISLAND DATUM

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

SGB STONE GABION BULKHEAD

SW SOUTH WEST

T&B TOP & BOTTOM

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

WPB COAST GUARD PATROL BOAT

WPBFP WPB FLOATING PIER

W/ WITH

& AND

@ AT

' FEET/FOOT

" INCHES

< LESS THAN

> GREATER THAN OR EQUAL

% PERCENTAGE

± PLUS/MINUS

CIVIL LEGEND

PROPERTY LINE/EASEMENT

LOD

TURBIDITY BARRIER

ELECTRIC LINE

JUNCTION BOX

ELECTRICAL PANEL

OVERHEAD LIGHT AND POLE

APPROXIMATE SPOT ELEVATION

APPROXIMATE STATION

APPROXIMATE CONTOUR

PLAN VIEW TITLE SAMPLE

SCALE: AS NOTED

INDICATES REFERENCE QUADRANT SHEET LOCATION

FEMA

100-YEAR

FLOOD

EL. 9.40' EL. 8.00'

NOTES:

1. THE ELEVATION DATA SHOWN ABOVE WAS OBTAINED FROM

THE U.S. DEPARTMENT OF COMMERCE, NATIONAL OCEANIC

AND ATMOSPHERIC ADMINISTRATION (NOAA), NATIONAL

OCEAN SERVICE, FROM :

STATION ID: 8510560

LOCATION: MONTAUK, NY

LATITUDE: 41° 2.9' N

LONGITUDE: 71° 57.6' W

INDICATES REFERENCE

QUADRANT SHEET LOCATION

INDICATES DIRECTION AND

DATE PHOTO WAS TAKEN

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ORITENTATION, DATE

INDICATES PHOTO DESCRIPTION

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REPAIR WATERFRONT

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CG STA MONTAUK

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MONTAUK

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GENERAL

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LEGEND & ABBREVIATIONS

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CONCRETE FLOATING DOCK -SMALL BOAT

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P13174398G-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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US COAST GUARD

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GENERAL NOTES:

1. THE SITE IS LOCATED IN MONTAUK, SUFFOLK 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, 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 THE DRAWINGS 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 AND

13 - BANK STABILIZATION, FILE NO. NAN-2023-00190-EMI.

10.2. NYSDEC: WATER QUALITY CERTIFICATION UNDER SECTION 401 CLEAN WATER ACT, PERMIT ID 2-4727-00751/00012.

10.3. NYSDOS: CONCURRENCE WITH CONSISTENCY DETERMINATION, PERMIT NO. F-2023-0178(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 MONTAUK. 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 VE FLOOD ZONE AND WILL BE INUNDATED DURING THE 100 YEAR FLOOD. THE 100 YEAR FLOOD ELEVATION IS ESTIMATED AT ABOUT EL. 8 FEET

(NAVD 88) AS SHOWN ON THE TOWN OF EAST HAMPTON FLOOD INSURANCE RATE MAP NUMBER

36103C0258H, PANEL 258 OF 1026, LAST REVISED SEPTEMBER 25, 2009.

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

AND TORCH CUTTING.

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 LAKE MONTAUK AND LONG ISLAND SOUND 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:

CONTRACT FLOATING DOCK - SMALL BOAT:

1. THE DESIGN OF THE REPLACEMENT FLOATING DOCK 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

GUIDE PILE SACRIFICIAL ANODES:

1. THE PROPOSED GUIDE PILE SACRIFICIAL ANODES WERE DESIGNED TO PROVIDE PROTECTION OVER

A 25-YEAR DESIGN LIFE IN COMBINATION WITH THE PROPOSED COATING SYSTEM.

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 MLW.

2. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN ADEQUATE SURVEY CONTROL THROUGHOUT

CONSTRUCTION TO ESTABLISH AND MAINTAIN ALL LINES AND ELEVATIONS.

EXISTING CONDITIONS:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 02 41 00, DEMOLITION AND

DECONSTRUCTION.

METALS:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 05 50 15, CIVIL WORKS

FABRICATION.

FINISHES:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 09 97 13.26, COATING OF

STEEL WATERFRONT STRUCTURES.

ELECTRICAL:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND 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 DRAWINGS AND SECTION 26 42 13.00 20, CATHODIC

PROTECTION BY GALVANIC ANODES.

EARTHWORK:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTIONS 31 00 00, EARTHWORK; 31 05

19, GEOTEXTILE; 31 36 00, WIRE MESH GABIONS; AND 31 62 16.16, STEEL PIPE PILES.

EXTERIOR IMPROVEMENTS:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 32 92 19, SEEDING.

WATERWAY MARINE CONSTRUCTION:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND 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. THE DESIGN SHALL BE STAMPED BY

A PROFESSIONAL ENGINEER REGISTERED IN THE UNITED STATES.

TEMPORARY ENVIRONMENTAL CONTROLS:

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

ENVIRONMENTAL CONTROLS.

2. 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.

3. 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. 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.

CONSTRUCTION SEQUENCING:

1. STA MONTAUK 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. 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 COMMANDING OFFICER.

3. CONTRACTOR CONSTRAINTS TO SEQUENCING ARE AS FOLLOWS:

A. DESIGN, APPROVAL, FABRICATION, AND DELIVERY OF THE FLOATING DOCKS, GUIDE PILES, ELECTRICAL LINES, FIXED TIMBER PIER REPAIR ITEMS, GABION REPAIR ITEMS, TIMBER

RUBSTRIPS AND D-FENDERS, THRU-RODS, PILE GUIDE FRAMES, GUIDE PILE COATING REMOVAL

AND COATING SYSTEM, ALUMINUM ANODES, AND ALL REQUIRED ITEMS AND MATERIALS SHALL

BE COMPLETED BY THE CONTRACTOR PRIOR TO BEGINNING ANY WORK ON SITE IN ORDER TO

MINIMIZE THE AMOUNT OF TIME THAT THE UNIT IS IMPACTED.

B. FOR SCHEDULING PURPOSES, THE CONTRACTOR SHALL ASSUME THAT WORK WILL BE

PERFORMED AND COMPLETED ON ONE FLOATING DOCK AT A TIME (E.G., CONCRETE FLOATING

DOCK - SMALL BOAT, WPB FLOATING PIER) IN ORDER TO MINIMIZE IMPACTS TO STATION

OPERATIONS.

C. STA MONTAUK VESSELS DISPLACED BY THE PROPOSED WORK WILL TEMPORARILY MOOR AT

ADJACENT FLOATING DOCKS. THE CONTRACTOR SHALL MAINTAIN OPEN ACCESS FOR STA

MONTAUK VESSELS FROM ALL ACTIVE FLOATING DOCKS TO THE BOAT BASIN ENTRANCE AT ALL

TIMES IN ORDER TO PREVENT ANY IMPACT TO STATION OPERATIONS.

D. DURING THE CONCRETE FLOATING DOCK - SMALL BOAT REPLACEMENT WORK, THE

CONTRACTOR SHALL RELOCATE ITS SHORE TIE TO THE WPB FLOATING PIER SUCH THAT IT IS

ACCESSIBLE BY THE DISPLACED STA MONTAUK VESSELS.

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

CONSTRUCTION. KEEP ALL CONSTRUCTION ACTIVITIES AND PERSONNEL CLEAR OF FACILITY

OPERATIONS.

DESIGN VESSEL SPECIFICATIONS

VESSEL

LENGTH

(FT)

BEAM

(FT)

DRAFT

(FT)

DISPLACEMENT

(LB)

45' RESPONSE

BOAT - MEDIUM 44.8 14.6 3.3 36,500

47' MOTOR

LIFEBOAT 47.9 14.0 4.5 40,000

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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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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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SHEET ID

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REPAIR WATERFRONT

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CG STA MONTAUK

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MONTAUK

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GENERAL

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GENERAL NOTES

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CONCRETE FLOATING DOCK -SMALL BOAT

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AutoCAD SHX Text P13174398G-003

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P13174398G-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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1DA

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1DA

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1DA

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1DD

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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APR 2024

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US COAST GUARD

CIVIL ENGINEERING

CONC. PAD W/

FUEL

TANK

CONC. SIDEWALK

LAKE MONTAUK

WOOD JETTY

WOOD DOCK

FUEL TANK &

CONTAINMENT

BUILDING

TIDAL BENCHMARK 0448A

R O

O F O

VER

C O

N C

. SID

ALK

ASPHALT PAVEMENT(LEACH FIELD BELOW)

UPH/GALLEY/MESS DECK

2 STORY

FRAME BUILDING

(DINING FACILITY)

FF EL=10.48

GABION WALL

R O

O F

VER

VOLLEY BALL

COURT

APPROX MHW

APPROX MLW

WOOD

SIGN

LIGHT POLE

CHAI

N LI

NCE

STA

R IS

ND R

OAD

WOOD

SIGN

CHAIN LINK FENCE

ROOF OVER

GARAGE/BOAT

MAINTENANCE

2 STORY

FRAME BUILDING

& GARAGE

FF EL=10.53

N.O.S.

MARK

0448C

STORAGE

AREA

N.O.S.

MARK 6

C O

N C

. S

FLAGPOLE

CONC. SIDEWALK

STATION BUILDING

2 STORY

FRAME BUILDING

(COAST GUARD STATION)

FF EL=13.72

ROOF OVER

CONC. PORCH

ALUMINUMBUILDING

GABIONWALL

C H

AIN

LIN

K FEN

N.O.S.

MARK

0448B

W O

O D

D O

C K

LIG

LIGHT POLE

BORING NO. 3

MEN

EDGE OF PAVEMENT

GANGW

LEACH FIELD

CONCRETE FLOAT

TIMBER FLOAT

TIM

BER FLOAT

ASPHALT PAVEMENT

EL STO

EL LIN

LIFT STA MH

SEPTICCVR

LAKE MONTAUK

OOD

STONE GABION

BULKHEAD (RPUID 9938)

A5 OVERALL SITE PLAN

SCALE: 1" = 30'

30' 60'0

CONCRETE FLOATING

DOCK - SMALL BOAT

(RPUID 9939)

WPB FLOATING PIER

(RPUID 66186)

TIMBER FLOATING DOCK

(RPUID 71004)

FIXED TIMBER PIER

(RPUID 66185)

TOWN PIERAPPROX BOAT BASIN LIMITS

E2 V-101

STA MONTAUK BOAT BASIN

NORTHEAST, 25 JUL 2018

WPB FLOATING PIER

CONCRETE FLOATING

FIXED TIMER PIER

C2 V-101

E2 V-101

C2 V-101

STA MONTAUK WATERFRONT

SOUTHEAST, 25 JUL 2018

DOCK - SMALL BOAT TIM

BER

FLO

ATIN

D O

C K

STONE GABION BULKHEAD

USCG STA MONTAUK

CD104

C-104

CD101

C-101

CD102

C-102

A2,D4,F4

CD103

C-103

CONTRACTOR'S STAGING AREA

(APPROX. 5,000 SF), SEE GENERAL NOTE 1.

GENERAL NOTES:

1. THE FINAL SIZE AND LOCATION OF THE CONTRACTOR'S

STAGING AREA TO BE PROVIDED BY THE KO FOLLOWING

AWARD. IF CONTRACTOR VESSELS ARE PROPOSED, KO

WILL ALSO PROVIDE ACCEPTABLE MOORING LOCATIONS

FOLLOWING AWARD.

2. AT THE END OF CONSTRUCTION, THE ENTIRE SITE MUST BE

COMPLETELY RESTORED TO ITS PRE-CONSTRUCTION

CONDITIONS INCLUDING, BUT NOT LIMITED TO COMPLETE

REMOVAL OF ALL SEDIMENT AND EROSION CONTROL

MATERIALS, AND FULL RESTORATION OF DISTURBED

AREAS (E.G., CONTRACTOR'S STAGING AREA, AREA BEHIND

STONE GABION BULKHEAD, ETC). CONTRACTOR SHALL

SEED ALL DISTURBED AREAS IN ACCORDANCE WITH

SECTION 32 92 19, SEEDING.

A9 S-501

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REPAIR WATERFRONT

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CG STA MONTAUK

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MONTAUK

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SURVEY

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OVERALL SITE PLAN

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CONCRETE FLOATING DOCK -SMALL BOAT

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P13174398V-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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1DA

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1DA

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1DD

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ISSUED FOR CONSTRUCTION

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APR 2024

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US COAST GUARD

LAKE MONTAUK

E4 CONCRETE FLOATING DOCK - SMALL BOAT DEMO PLAN

SCALE: 1/8" = 1'

A4 CD101

CONCRETE FLOATING DOCK - SMALL BOAT DEMO ELEVATION

SCALE: 1/8" = 1'

MHW

EL. 2.07'MLW

EL. 0.00'

TOE OF GUIDE PILE

EL. -34.5'±

-30

-20

-10

1+00 1+25 1+50 1+75 2+000+75

N , F

STATION

TOP OF GUIDE PILE

EL. 10.5'±

EXTRACT AND DISPOSE

GUIDE PILE (TYP. OF 4)

EX. 10'x58' ±

FLOATING DOCK

EX. 14"Ø CONCRETE FILLED

STEEL GUIDE PILE (TYP. OF 4)

CD101

EBB

FLOOD

-40

EX. JUNCTION BOX

EX. SHORE TIE

EX. SHORE TIES (2 EA)

8' 16'0

P&M AND TEMPORARILY SUPPORT

TIMBER FLOATING DOCK EL LINE

EX. FIXED TIMBER PIER

STEEL AND UHMW WEAR PADS

EX. UHMW WEAR PAD AND

STEEL TRANSITION RAMP

EX. ALUMINUM GANGWAY

EX. STEEL WEAR PAD

EX. TIMBER FLOATING DOCK

EX. FIXED

TIMBER PIER

EX. TIMBER

SUPPORT PILE (TYP.)

EX. RAILING (TYP.)

EX. TIMBER CAP

BEAM (TYP.)

EX. TIMBER

STRINGER (TYP.)

R&D CONCRETE FLOATING

DOCK - SMALL BOAT

47' MLB

EXTRACT AND DISPOSE

GUIDE PILE (TYP. OF 4)

R&S GANGWAY,

R&D ROLLERS

R&D ALUMINUM/UHMW

WEAR PADS

R&D TRANSITION

RAMP

R&D EL LINE FROM SHORE

TIE TO JUNCTION BOX

R&R SHORE TIES, SEE NOTE 2

EX. 10'x58' ±

FLOATING DOCK

R&D FLOATING DOCK

EX. TIMBER

SUPPORT PILE (TYP.)

EX. 14"Ø CONCRETE FILLED

STEEL GUIDE PILE (TYP. OF 4)

APPROX. EX.

MUDLINE,

EL. VARIES

EX. ALUMINUM

GANGWAY AND

TRANSITION RAMP

EX. (2) 4x12 TIMBER WALE (TYP. EA. SIDE) AND

(1) 2x12 TIMBER RUB STRIP (TYP. ENTIRE PERIMETER)

EX. 8'x8' CONCRETE

FLOAT MODULE (TYP.)

R&R SHORE

TIES, SEE

NOTE 2

R&D TRANSITION RAMP

R&D UHMW WEAR PAD

R&D ALUMINUM GANGWAY WEAR PAD

R&S GANGWAY

FLOATING DOCK DEMOLITION NOTES:

1. THE CONTRACTOR SHALL REMOVE, SALVAGE, AND SECURELY

STORE THE FOLLOWING DURING CONSTRUCTION:

1.1. GANGWAY

2. REMOVE AND TEMPORARILY INSTALL THE SHORE TIES ONTO

THE WPB FLOATING PIER AND SECURE TO DECK. THE STA

MONTAUK VESSELS DISPLACED DURING THE CONCRETE

FLOATING DOCK-SMALL BOAT REPLACEMENT WILL

TEMPORARILY MOOR AT THIS LOCATION AND UTILIZE THE

SHORE TIES. SHORE TIES TO BE INSTALLED PERMANENTLY

ONTO THE REPLACEMENT FLOATING DOCK FOLLOWING ITS

INSTALLATION, SEE C-101 FOR ADDITIONAL DETAILS.

R&D GANGWAY ROLLER

F1 C-901

F3 C-901

F5,F7,D3 C-901

F9,D5,D7 C-901

D1 C-901

R&D EL LINE FROM SHORE TIE TO

JUNCTION BOX

P&M AND TEMPORARILY SUPPORT

TIMBER FLOATING DOCK EL LINE

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REPAIR WATERFRONT

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CG STA MONTAUK

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MONTAUK

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CIVIL DEMOLITION

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CONC FLOATING DOCK-SMALL BOAT DEMO PLAN

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CONCRETE FLOATING DOCK -SMALL BOAT

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CD101

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P13174398CD101

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P13174398CD101.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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ISSUED FOR CONSTRUCTION

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APR 2024

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US COAST GUARD

LAKE MONTAUK

FLOOD

EBB

C-901

B1 C-901

B3 C-901

B7 C-901

LEGEND

LIGHT POLE

PILE BENT DESIGNATION

PILE ROW DESIGNATION

3/4"Ø POTABLE WATER CONNECTION

DATA COMMUNICATIONS CONNECTION

2 1/2"Ø SEWER CONNECTION

DIESEL FUEL CONNECTION

GASOLINE FUEL CONNECTION

COMPRESSED AIR CONNECTION

ELECTRICAL RECEPTACLES

200A/450V, 20A DUAL GANG

E4 FIXED TIMBER PIER DEMO PLAN

SCALE: 1/8" = 1'

8' 16'0

EX. FIXED

TIMBER PIER

EX. TIMBER

SUPPORT PILE (TYP.)

EX. RAILING (TYP.)

EX. TIMBER CAP

BEAM (TYP.)

EX. TIMBER

STRINGER (TYP.)

EX. STONE GABION

BULKHEAD

1 2 3 4 5 6 7 8 9 10 11 12

12A

13 14

15 16

8'-8"

GUARDRAIL (TYP)

2"x6" TIMBER

DECKING

12"Ø TIMBER PILE

(TYP)

4"x12" TIMBER SPLIT CAP 6"x12" TIMBER EDGE

STRINGER (TYP)

4"x8" TIMBER

CROSS BRACING

(TYP)

APPROXIMATE MUDLINE

(EL. VARIES)

4"x12" TIMBER STRINGER (TYP)

3"Ø PVC WATER

1 1/4"Ø FIBERGLASS

ELECTRIC

1 1/4"Ø GALV. STEEL

COMPRESSED AIR

3"Ø PVC ELECTRICAL

2"Ø FIBERGLASS DIESEL

2"Ø FIBERGLASS GAS

8"Ø INSULATED SEWER

1"Ø PVC ELECTRIC

3/4"Ø PVC ELECTRIC

2"Ø PVC ELECTRIC

2"Ø FIBERGLASS ELECTRIC

1"Ø FIBERGLASS ELECTRIC

1"Ø STEEL ELECTRIC

2 1/4"Ø PVC ELECTRIC

1 1/4"Ø FIBERGLASS ELECTRIC

CD102

A2 CD102

TYPICAL FIXED TIMBER PIER SECTION

SCALE: NTS

R&D ABND PW LINE BACK TO SHORE,

R&D ABND PW CONN VALVE REMNANTS WITHIN ENCLOSURE,

R&D ENCLOSURE

STORAGE TRUNK

EMERGENCY SHUT OFF

R&D ABND CA LINE BACK TO SHORE,

R&D CA CONN VALVE AND STEEL SUPPORT

B5 C-901

EX. TIMBER

PLATFORM

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DESCRIPTION

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MARK

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DATE

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DRAWN BY:

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PLOTTING SCALE:

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SCALE:

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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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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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REPAIR WATERFRONT

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CG STA MONTAUK

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MONTAUK

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CIVIL DEMOLITION

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FIXED TIMBER PIER DEMO PLAN

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FIXED TIMBER PIER

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CD102

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P13174398CD102

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P13174398CD102.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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AS SHOWN

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ISSUED FOR CONSTRUCTION

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APR 2024

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US COAST GUARD

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CIVIL ENGINEERING

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DFU

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GFU

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DFU

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DFU

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GFU

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MLLW EL. 0.0'

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ESO

C H

E A

F4 STONE GABION BULKHEAD DEMO PLAN

SCALE: 1/8" = 1'

8' 16'0

STONE GABION BULHEAD DEMO PLAN

SCALE: 1/8" = 1'

8' 16'0

0+00

0+50

1+00 1+50 2+00

2+50 3+00 3+50 4+00

4+50

LOCATE DEFECTS

AND PREPARE

AREAS FOR REPAIR

LAKE MONTAUK

FLOOD

EBB

C H

E B

C H

E A

C H

E B

A7 TYPICAL GABION SECTION

SCALE: 1/2" = 1'

2' 4'0

TOP OF GABION

EL. 7'± TO 8'±

TOP OF GABION

EL. 5'± TO 8'±

STA 0+00 TO 3+40± STA 3+40± TO 5+66

EXISTING GRADE

(EL. VARIES)

3'x3'x12' GABION BASKET, EMBEDMENT DEPTH

VARIES

1'x3'x12' GABION BASKETEXISTING GRADE

(EL. VARIES)

EXISTING MUDLINE

(EL. VARIES)

EXISTING

MUDLINE

(EL. VARIES)

3'x3'x12' GABION BASKET, EMBEDMENT DEPTH

VARIES

LAKE MONTAUK

FLOOD

EBB

LAKE MONTAUK

FLOOD

EBB

B9 C-901

A1 C-901

1+17

A3 C-901

A5 C-901

A7 C-901

A9 C-901

F1 C-902

F3 C-902

F5 C-902

F7 C-902

F9 C-902

D1 C-902

D3 C-902 D5

C-902 D7 C-902 D9

C-902 B1

C-902

B3 C-902

B5 C-902 B7

C-902 B9 C-902

A1 C-902 A3

C-902 A5 C-902

A7,A9 C-902

F1 C-903

F3 C-903

5+05

5+20

5+42

F5 C-903

F7 C-903

F9 C-903

D1 C-903

A2 STONE GABION BULHEAD DEMO PLAN

SCALE: 1/8" = 1'

8' 16'0

STONE GABION

BULKHEAD

5+00

LOCATE DEFECTS

AND PREPARE

AREAS FOR REPAIR

STONE GABION

BULKHEAD

SHED

CONC. PAD

HAZMAT

LOCKER

CONC. S

IDEWALK

SEPTIC

COVER

LIFT STA

STONE GABION

BULKHEAD

LOCATE DEFECTS

AND PREPARE

AREAS FOR REPAIR

x 5 .9 x 3 .0 x 8.1 x 8.1 x 1 .7 x 7.3 x 1 .4 x 1 .9 x 2 .1 x 1 .7 x 7.7 x 1 .9 x 2 .5 x 2 .2 x 2 .1 x 6.4 x 2 .0 x 5.2 x 2 .0 x 5.2 x 2 .1 x 5.4 x 1 .8 x 4 .06.0 x x 6 .9 x 7.6 x 7.8 x 7.2 x 7.7 x 7.7 x 7.4 x 1 .96.0 x

5.9 x

NOTE:

1. THE SPOT ELEVATIONS SHOWN WERE OBTAINED

BY CEU PROVIDENCE ON 19JAN2023 AND 6FEB2023

AND ARE CONSIDERED APPROXIMATE.

STRIP AND STOCKPILE TOPSOIL,

EXCAVATE AND PREPARE AREA AS

REQ'D FOR GABION RETURN EXTENSION

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DESCRIPTION

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MARK

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EDITED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

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PLOTTING SCALE:

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SCALE:

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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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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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REPAIR WATERFRONT

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CG STA MONTAUK

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MONTAUK

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CIVIL DEMOLITION

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STONE GABION BULKHEAD DEMO PLAN

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STONE GABION BULKHEAD

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CD103

AutoCAD SHX Text 13174398

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P13174398CD103

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P13174398CD103.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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AS SHOWN

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ISSUED FOR CONSTRUCTION

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APR 2024

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US COAST GUARD

E4 OBI NO. 1: WPB FLOATING PIER DEMO PLAN

SCALE: 1/8" = 1'

A4 CD104

OBI NO. 1 WPB FLOATING PIER DEMO ELEVATION

SCALE: 1/8" = 1'

MHW

EL. 2.07'MLW

EL. 0.00'

TOE OF GUIDE PILE

EL. -35'± (TYP.)

-30

-20

-10

1+00 1+25 1+50 1+75 2+00

N , F

STATION

TOP OF GUIDE PILE

EL. 10.5'± (TYP.)

EX. 14"Ø CONCRETE FILLED

STEEL GUIDE PILE (TYP. OF 8)

APPROX. EX.

MUDLINE,

EL. VARIES

EX. 10'x108' ±

FLOATING DOCK

OBI NO. 2: R&D PILE COATING

FROM MLW AND ABOVE (TYP. OF 8)

CD104

EBB

FLOOD

-40

EX. SHORE TIE

8' 16'0

EX. FIXED TIMBER PIER

EX. ALUMINUM UTILITY GANGWAY

R&D UHMW WEAR PADEX. TIMBER

SUPPORT PILE (TYP.)

EX. RAILING (TYP.)

EX. TIMBER CAP

BEAM (TYP.)

EX. TIMBER

STRINGER (TYP.)

R&D 2x12 PT TIMBER RUB STRIP AND

D-FENDER (TYP. ENTIRE PERIMETER)

R&D LIGHT POLE

ANCHORS (4 EA)

R&D EXTERNAL DOUBLE-PILE GUIDE

FRAME AND HARDWARE (1 EA)

R&D LOWER WIRE ROPE

PILE WRAP (1 EA)

EX. FIXED TIMBER PIER

EX. ALUMINUM PERSONNEL

GANGWAY AND TRANSITION RAMP 87' WPB

47' MLB

R&D EXTERNAL SINGLE-PILE GUIDE

FRAME AND HARDWARE (1 EA)

EX. 14"Ø CONCRETE

FILLED STEEL GUIDE

PILE (TYP. OF 8)

R&D GANGWAY

HINGE, SEE

R&D INTERNAL PILE GUIDE

FRAME AND HARDWARE (5 EA)

TIGHTEN ALL THRU-RODS,

R&D SEIZED THRU-RODS

(ASSUME 50 EA), R&D THRU-

RODS AT PILE GUIDES

EX. 34"Ø HDG THRU-RODS W/

HEX PIN LOCKNUT AND DOCK

WASHER, 12" O.C., (2) LEVELS

EX. (3) 4x12 TIMBER WALE (TYP. EA. SIDE) AND

(1) 2x12 TIMBER RUB STRIP W/ D-FENDER

(TYP. ENTIRE PERIMETER)

EX. 8'x10' CONCRETE FLOAT MODULE

W/ CORNER PILE NOTCH (TYP.)

EX. 8'x8' CONCRETE

FLOAT MODULE (TYP.)

R&D CLEATS AND BOLTS

(11 EA)

R&D SUPPLEMENTAL BUOYANCY

FLOAT REMNANTS (3 EA), SEE NOTE 1

EX. ALUMINUM PERSONNEL

GANGWAY AND TRANSITION RAMP

(UTILITY GANGWAY BEHIND)

OBI NO. 2: R&D PILE COATING FROM

MLW AND ABOVE (TYP. OF 8), SEE

R&D 2x12 PT TIMBER RUB

STRIP AND D-FENDER

(ENTIRE PERIMETER)

R&D LIGHT POLE

ANCHORS (4 EA)

R&D EXTERNAL DOUBLE-PILE GUIDE

FRAME AND HARDWARE (1 EA)

R&D LOWER WIRE ROPE

PILE WRAP (1 EA)

R&D INTERNAL PILE GUIDE

FRAME AND HARDWARE (5 EA)

TIGHTEN ALL THRU-RODS,

R&D SEIZED THRU-RODS

(ASSUME 50 EA),

R&D THRU-RODS AT PILE GUIDES

R&D SUPPLEMENTAL BUOYANCY

FLOAT REMNANTS (3 EA), SEE NOTE 1

R&D CLEATS AND

BOLTS (11 EA)

R&D EXTERNAL SINGLE-PILE GUIDE

FRAME AND HARDWARE (1 EA)

R&D UHMW WEAR PAD

EX. TIMBER

SUPPORT PILE

EX. 10'x108' ±

FLOATING DOCK

EX. 34"Ø HDG THRU-RODS W/

HEX PIN LOCKNUT AND DOCK

WASHER, 12" O.C., (2) LEVELS

EX. (3) 4x12 TIMBER WALE (TYP. EA. SIDE) AND

(1) 2x12 TIMBER RUB STRIP W/ D-FENDER (TYP.

ENTIRE PERIMETER)

EX. 8'x10' CONCRETE FLOAT MODULE

W/ CORNER PILE NOTCH (TYP.)

EX. 8'x8' CONCRETE

FLOAT MODULE (TYP.)

EX. TIMBER PILE

CLUSTER DOLPHIN

EX. TIMBER PILE

CLUSTER DOLPHIN

D3 C-903

D5 C-903

D7 C-903D9

C-903 B3

C-903

B5 C-903

B1 C-903

A7, B7 C-903

B9 C-903

A1,A3,A9 C-903

A5 C-903

R&D UTILITY GANGWAY,

TEMPORARILY SUPPORT UTILITIES

NOTES:

1. TWO OF THE THREE EXISTING SUPPLEMENTAL

BUOYANCY FLOAT FRAMES WERE OBSERVED

ON THE MUDLINE BELOW THE WPB FLOATING

PIER DURING A DIVE INSPECTION IN FEB 2023.

CONTRACTOR SHALL REMOVE AND DISPOSE

OF THESE FRAMES AND THE THIRD FRAME AND

BUOYANCY FLOAT WHICH HAS BEEN

TEMPORARILY TIED UP ADJACENT TO THE

FIXED TIMBER PIER.

COMMS CONNECTION

EX. FUEL PUMPS

S-505

R&D GANGWAY

HINGE, SEE A2

S-505

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DATE

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CHECKED BY:

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DRAWN BY:

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PLOTTING SCALE:

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SCALE:

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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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PROJECT ENGINEER:

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A/E PROJECT NO.:

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SHEET ID

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REPAIR WATERFRONT

AutoCAD SHX Text

CG STA MONTAUK

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MONTAUK

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CIVIL DEMOLITION

AutoCAD SHX Text

OBI 1: WPB FLOATING PIER DEMO PLAN

AutoCAD SHX Text

WPB FLOATING PIER

AutoCAD SHX Text

CD104

AutoCAD SHX Text 13174398

AutoCAD SHX Text

P13174398CD104

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P13174398CD104.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

AutoCAD SHX Text

DAVID J. ARPIN, PE

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1DA

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1DA

AutoCAD SHX Text

1DA

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1DD

AutoCAD SHX Text 1:1

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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APR 2024

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US COAST GUARD

EEE

LAKE MONTAUK

E4 CONCRETE FLOATING DOCK - SMALL BOAT REPLACEMENT PLAN

SCALE: 1/8" = 1'

A4 C-101

CONCRETE FLOATING DOCK - SMALL BOAT REPLACEMENT ELEVATION

SCALE: 1/8" = 1'

MHW

EL. 2.07'MLW

EL. 0.00'

-30

-20

-10

1+00 1+25 1+50 1+75 2+000+75

N , F

STATION

C-101 EBB

FLOOD

-40

E4 S-501

EX. JUNCTION BOX

REINSTALL EX.

SHORE TIES

8' 16'0

EX. FIXED TIMBER PIER

EX. ALUMINUM GANGWAY

EX. TIMBER FLOATING DOCK

EX. FIXED

TIMBER PIER

47' MLB

PILE GUIDE

(TYP. OF 4), SEE

F&I REPLACEMENT GANGWAY

ROLLERS,

REINSTALL EX. GANGWAY

F&I 14" GANGWAY

ALUMINUM WEAR PLATE

F&I 14" ALUMINUM

TRANSITION RAMP

F&I 58" TRANSITION RAMP

POLYMER WEAR PAD

REINSTALL EX. SHORE TIES

APPROX. EX.

MUDLINE,

EL. VARIES

F&I ALUMINUM

TRANSITION RAMP

F&I TRANSITION

RAMP UHMW

WEAR PAD

F&I GANGWAY ALUMINUM WEAR PLATE

REINSTALL EX.

GANGWAY

F&I PERIMETER D-FENDER,

INCLUDE OUTER CORNERS

AND OUTBOARD PILE GUIDES

SHORE TIE EL PULL BOX

F&I SHORE TIE EL LINE

LANDWARD

EL PULL BOX

F&I GUIDE PILE

(TYP. OF 4), SEE A7

S-501

F&I SAFETY LADDER, SEE E1

S-501

A2 S-501

E4 S-501

F&I GUIDE PILE

(TYP. OF 4), SEE A7

S-501

F&I PILE GUIDE

(TYP. OF 4), SEE

A2 S-501

F&I SAFETY LADDER, SEE E1

S-501

F&I 9'± x 70'±

FLOATING DOCK, SEE

E4 S-501

F&I SHORE TIE EL LINE

FLOATING DOCK NOTES:

1. THE FLOATING DOCK MANUFACTURER SHALL COORDINATE PULL

BOXES, CONDUIT PENETRATIONS, SUPPORTS, AND ANCHOR BOLT

INSTALLATIONS WITH THE ELECTRICAL CONTRACTOR PRIOR TO

FABRICATION OF FLOATING DOCKS.

2. CONTRACTOR SHALL CONSULT WITH COR ON SITE FOR FINAL

PLACEMENT OF SALVAGED ITEMS AS LISTED ON SHEET CD101.

3. REFER TO SECTION 35 51 13.00 20, CONCRETE FLOATING PIER FOR

SMALL CRAFT FOR FLOATING DOCK AND GUIDE PILE DESIGN

CRITERIA, PERFORMANCE REQUIREMENTS, AND MATERIAL

SPECIFICATIONS FOR DOCKS AND AMENITIES.

4. THE GANGWAY ALUMINUM WEAR PLATE AND TRANSITION RAMP

SHALL BE FABRICATED FROM 6061-T6 ALUMINUM AND SHALL BE 14"

THICK (MIN).

5. THE GANGWAY ALUMINUM WEAR PLATE AND TRANSITION RAMP

UHMW WEAR PAD SHALL BE SIZED TO ACCOUNT FOR THE

GANGWAY POSITION ALONG THE FULL TIDAL RANGE. MATCH

EXISTING DIMENSIONS AT A MINIMUM. PROVIDE NON-SLIP SURFACE

PATTERN AND SECURE TO DECK WITH SS FASTENERS.

6. THE EXISTING SHORE TIES SHALL BE REINSTALLED ON THE NEW

FLOATING DOCKS AND SHALL BE SECURED TO THE DECK WITH

DRILLED AND GROUTED ANCHORS DESIGNED BY THE FLOATING

DOCK MANUFACTURER. EXISTING SHORE TIES ARE RUSSELLSTOLL

MAXGARD INTERLOCKED RECEPTACLE DBRS 1116-100.

7. F&I NEW SHORE TIE ELECTRICAL LINES IN ACCORDANCE WITH THE

FOLLOWING:

7.1. THE NEW ELECTRICAL LINE SHALL BE CONTINUOUS (I.E., NO

SPLICES). PROVIDE SUBMERSIBLE BUS CONNECTORS FOR ALL

POWER LINES AT THE LANDWARD PULL BOX IN THE FLOATING

DOCK.

7.2. EACH ELECTRICAL SHORE-TIE RECEPTACLE BRANCH CIRCUIT

SHALL BE REPLACED BACK TO THE THE SHORE TIE JUNCTION

BOX MOUNTED TO THE CAP BEAM BELOW THE TIMBER PIER

DECK AS SHOWN.

7.3. NEW ELECTRICAL LINES SHALL BE MARINE GRADE 2/C#1+G,

TYP…

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File details come from the government source that posted it. Updated Aug 13, 2024.