12.a Attachment No. 2 - Drawings for PSN 10107427.pdf

PDF 10 MB Posted Jul 29, 2021

Attached to: Major M&R Waterfront (FY21 CPOP) at USCG STA Eatons Neck
Solicitation number: 70Z0G121BPRV14100
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation requests bids for major maintenance and repair work of waterfront facilities at the U.S. Coast Guard Station in Eatons Neck, New York. The work includes replacing the south floating dock and guide piles, replacing or reconstructing the south bulkhead and riprap revetment, and installing new LED lighting on the south docks. Bids are due by September 2, 2021 with award anticipated in mid-late September 2021. The performance period is estimated at 340 calendar days from notice to proceed. The solicitation is set aside for small businesses with a size standard of $39.5 million. The estimated value is between $1-5 million. Bidders must be registered in the System for Award Management and provide a 20% bid bond. Performance and payment bonds will be required. The solicitation was issued by the U.S. Coast Guard pursuant to FAR Part 14 and is available for download from SAM.gov.

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Other files

File	Type	Posted
17.a. ABSTRACT OF OFFERS IFB 70Z0G121BPRV14100.pdf	PDF	Sep 2, 2021
12.b Amendment 0001 for IFB 70Z0G121BPRV14100.pdf	PDF	Aug 25, 2021
12.a IFB 70Z0G121BPRV14100 Major M&R Waterfront USCG Station Eatons Neck.pdf	PDF	Jul 29, 2021
12.a Attachment No. 3 - Wage Determination General Decision Number NY20210012 07-23-2021.pdf	PDF	Jul 29, 2021
12.a Attachment No. 4 - SF 24 Bid Bond.pdf	PDF	Jul 29, 2021
12.a Attachment No. 1 - Specification for PSN 10107427.pdf	PDF	Jul 29, 2021

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CG STA EATONS NECK

NORTHPORT, NEW YORK

10107427 MAJOR M&R WATERFRONT (FY21 CPOP)

SOUTH FLOATING DOCK AND SOUTH BULKHEAD

DRAWING INDEX

SHEET ID SHEET NO. SHEET TITLE

G-001 01 COVER SHEET

G-002 02 LEGEND & ABBREVIATIONS

G-003 03 GENERAL NOTES - 1

G-004 04 GEMERAL NOTES - 2

B-001 05 BORING LOGS - 1

B-002 06 BORING LOGS - 2

C-101 07 OVERALL SITE PLAN

C-102 08 EXISTING SOUTH FLOATING DOCK PLAN AND ELEVATION

C-103 09 EXISTING SOUTH BULKHEAD PLAN AND ELEVATION

CD101 10 SOUTH FLOATING DOCK DEMOLITION & REMOVAL PLAN AND ELEVATION

CD102 11 SOUTH BULKHEAD DEMOLITION & REMOVAL PLAN AND ELEVATION

C-104 12 SOUTH FLOATING DOCK REPLACEMENT PLAN AND ELEVATION

C-105 13 SOUTH BULKHEAD REPLACEMENT PLAN AND ELEVATION

C-301 14 SOUTH FLOATING DOCK REPLACEMENT SECTIONS

C-302 15 SOUTH BULKHEAD REPLACEMENT SECTIONS

C-401 16 SOUTH FLOATING DOCK REPLACEMENT SUGGESTED CONSTRUCTION SEQUENCING

C-402 17 SOUTH BULKHEAD REPLACEMENT SUGGESTED CONSTRUCTION SEQUENCING

C-501 18 EROSION AND SEDIMENT CONTROL DETAILS

C-502 19 RIPRAP REVETMENT RECONSTRUCTION DETAILS

C-901 20 SITE PHOTOGRAPHS

S-501 21 SOUTH FLOATING DOCK REPLACEMENT DETAILS

S-502 22 SOUTH BULKHEAD ANCHOR SYSTEM LAYOUT DETAILS

S-503 23 SOUTH BULKHEAD RETURN LAYOUT DETAILS

S-504 24 SOUTH BULKHEAD MISCELLANEOUS DETAILS - 1

S-505 25 SOUTH BULKHEAD MISCELLANEOUS DETAILS - 2

U.S. COAST GUARD

CIVIL ENGINEERING

CEU PROVIDENCE

VICINITY MAP

SCALE: NTS

LOCATION MAP

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PROJECT LOCATION

PROJECT DESCRIPTION:

1. THE BASE BID ITEM (BBI) WORK INCLUDES THE FOLLOWING

ITEMS AND INCIDENTAL RELATED WORK:

BBI NO. 1:

RPUID 9720: REPLACE THE SOUTH FLOATING DOCK AND GUIDE

PILES WITH NEW CONCRETE FLOATS AND STEEL GUIDE PILES,

REMOVE AND REINSTALL THE EXISTING SHORE TIES ON THE

NEW CONCRETE FLOATS, REPLACE THE EXISTING SHORE TIE

ELECTRICAL LINES, AND REMOVE AND REINSTALL OTHER

MISCELLANEOUS ITEMS ASSOCIATED WITH THE FLOATING

DOCKS (E.G., GANGWAY, LIFE RINGS, ETC.) AS SPECIFIED AND

SHOWN IN THE CONTRACT DOCUMENTS.

2. THE OPTIONAL BID ITEM (OBI) WORK INCLUDES THE

FOLLOWING ITEMS AND INCIDENTAL RELATED WORK:

OBI NO. 1:

RPUID 9719: REPLACE THE SOUTH BULKHEAD, INCLUDING THE

ANCHOR SYSTEM AND BULKHEAD RETURN, REMOVE AND

REINSTALL THE EXISTING LIGHT POLES LOCATED BEHIND THE

SOUTH BULKHEAD, AND REPLACE THE LIGHT POLES'

UNDERGROUND ELECTRICAL CONDUIT WITHIN THE LIMITS OF

WORK AS SPECIFIED AND SHOWN IN THE CONTRACT

DOCUMENTS.

OBI NO. 2:

RPUID 9719: RECONSTRUCT THE RIPRAP REVETMENT AT THE

SOUTH BULKHEAD RETURN AS SPECIFIED AND SHOWN IN THE

CONTRACT DOCUMENTS.

OBI NO. 3:

RPUID 854214: INSTALL NEW LED SHOE BOX LIGHT FIXTURES

AND POLES ON THE SOUTH FLOATING DOCK AS SPECIFIED AND

SHOWN IN THE CONTRACT DOCUMENTS.

NOTES:

1. THE AERIAL PHOTOGRAPHY SHOWN WAS OBTAINED FROM GOOGLE EARTH.

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

NY GIS VIEWER AND IS CONSIDERED APPROXIMATE.

ABUTTING PROPERTY DATA

PARCEL ID PARCEL ADDRESS OWNER OWNER ADDRESS

1 0400-286.00-01.00-002.000

12 LIGHTHOUSE ROAD

NORTHPORT, NY 11768

UNITED STATES OF

AMERICA

12 LIGHTHOUSE ROAD

NORTHPORT, NY 11768

2 0401-001.00-01.00-001.001 NOT LISTED

EATONS NECK, LLC

PO BOX 1052

MURRAY HILL STATION

NEW YORK, NY 10156

3 0401-001.00-01.00-003.001 NOT LISTED

EATONS NECK, LLC

PO BOX 1052

MURRAY HILL STATION

NEW YORK, NY 10156

PROJECT LOCATION

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TECHNICAL DIRECTOR

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BRANCH CHIEF

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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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EATONS NECK

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STATION

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BLOCK

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ISLAND

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PA.

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SOUND

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LONG ISLAND

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MAJOR M&R WATERFRONT

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CG STA EATONS NECK

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NORTHPORT

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GENERAL

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COVER SHEET

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S FLOATING DOCK & S BULKHEAD

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AutoCAD SHX Text 10107427

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P10107427G-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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ARPIN, DAVID

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DJA

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DJA

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DJA

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DJA

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MICHAEL P. CAROSOTTO

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MICHAEL P. CAROSOTTO

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MICHAEL P. CAROSOTTO

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAY 2021

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U.S. COAST GUARD

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CIVIL ENGINEERING

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SOUND

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LONG ISLAND

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BASIN

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EATONS NECK

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# X-#

VIEW TITLE SAMPLE

SCALE: AS NOTED

TRUE NORTH DIRECTION

REFERENCE DOCUMENTS:

1. THE FOLLOWING REFERENCE MATERIALS WERE USED FOR EXISTING CONDITIONS AND

ARE AVAILABLE TO THE CONTRACTOR UPON REQUEST:

a. DESIGN DRAWINGS: CONSTRUCTION OF WATERFRONT FACILITIES, EATONS

NECK STA, NORTHPORT, L.I., NEW YORK; PREPARED BY CIVIL

ENGINEERING, USCG 3RD DISTRICT, GOV. IS. NY; DATED APRIL 18, 1968.

b. RECORD DRAWINGS: REBUILD STATION EATONS NECK BOAT RAMP & B/H

REPAIR, USCG STA EATONS NECK, NY; PREPARED BY HASKELL

ARCHITECTS AND ENGINEERS, NY FOR USCG FACILITIES DESIGN &

CONSTRUCTION CENTER, NORFOLK, VA; DATED JANUARY 9, 2012.

c. DESIGN DRAWINGS: INSTALLATION OF CONCRETE MOORING FLOAT, STA

EATONS NECK, NORTHPORT, LI, NY; PREPARED BY CIVIL ENGINEERING,

USCG 3RD DISTRICT, GOV. IS. NY; DATED JUNE 30, 1986.

d. RECORD DRAWINGS: WATERFRONT REHABILITATION, STA EATONS NECK, NORTHPORT, NY; PREPARED BY USCG CIVIL ENGINEERING UNIT

PROVIDENCE, RI; DATED SEPTEMBER 1995.

e. WATERFRONT INSPECTION REPORT: USCG STA EATONS NECK, NORTHPORT, NY; PREPARED BY CHILDS ENGINEERING CORPORATION, BELLINGHAM, MA FOR USCG CIVIL ENGINEERING UNIT PROVIDENCE, WARWICK, RI; DATED AUGUST 2018.

f. GEOTECHNICAL REPORT: USCG STA EATONS NECK, NORTHPORT, NY;

PREPARED BY GEI CONSULTANTS, INC., NEW YORK, NY FOR TAYLOR

ENGINEERING, INC., JACKSONVILLE, FL AND USCG CIVIL ENGINEERING UNIT

PROVIDENCE, WARWICK, RI; FINAL REPORT DATED JUNE 2021.

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

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

BMP BEST MANAGEMENT PRACTICES

BTM BOTTOM

BWTN BETWEEN

CEU CIVIL ENGINEERING UNIT

CL CENTER LINE

CLR CLEAR

COMM COMMUNICATIONS

CONC CONCRETE

CONT CONTINUOUS

CONT'D CONTINUED

COR CONTRACTING OFFICER REPRESENTATIVE

DIA/Ø DIAMETER

DIM DIMENSION

DWG DRAWING

E EAST

EA EACH

ELEV ELEVATION

EQ EQUAL

ES EACH SIDE

EX EXISTING

EXP EXPANSION

F&I FURNISH AND INSTALL

FNDN FOUNDATION

FT FOOT/FEET

FTG FOOTING

GALV GALVANIZED

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

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

PCF POUNDS PER CUBIC FOOT

PIP PROTECT IN PLACE

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

RPUID REAL PROPERTY UNIQUE IDENTIFIER

S SOUTH

SE SOUTH EAST

SF SQUARE FEET

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

SW SOUTH WEST

T&B TOP & BOTTOM

THK THICK

TYP TYPICAL

UHMW ULTRA HIGH MOLECULAR WEIGHT POLYETHELENE

U.S. UNITED STATES

USACE UNITED STATES ARMY CORPS OF ENGINEERS

USCG UNITED STATES COAST GUARD

UON UNLESS OTHERWISE NOTED

UTIL UTILITIES

W WEST

w/ WITH

E8 VERTICAL DATUM CONVERSION DIAGRAM

SCALE: NTS

NOTES:

1. THE ELEVATION DATA SHOWN ABOVE WAS OBTAINED FROM

THE U.S. DEPARTMENT OF COMMERCE, NATIONAL OCEANIC

AND ATMOSPHERIC ADMINISTRATION (NOAA), ONLINE

VERTICAL DATUM TRANSFORMATION PROGRAM WITH THE

FOLLOWING LOCATION:

LOCATION: NORTHPORT, NEW YORK

LATITUDE: 40.95° N

LONGITUDE: 73.40° W

MLLW

MLW

NGVD 29

MTL

NAVD 88

MHW

MHHW

M E

A N

I D

A L

R A

N G

EL. 0.00'

EL. 0.23'

EL. 3.77'

EL. 3.98'

EL. 7.29'

EL. 7.65'

EL. 2.95'

MLLW

EL. -3.98'

EL. -3.75'

EL. -0.21'

EL. 0.00'

EL. 3.31'

EL. 3.67'

EL. -1.03'

NAVD 88

ABBREVIATIONS CONTINUED

& AND

@ AT

' FEET/FOOT

" INCHES

< LESS THAN

> GREATER THAN OR EQUAL

% PERCENTAGE

± PLUS/MINUS

CIVIL LEGEND

PROPERTY LINE/EASEMENT

PROJECT BASELINE

LOD

EROSION CONTROL BARRIER

TURBIDITY BARRIER

ELECTRIC LINE

OVERHEAD LIGHT ELECTRIC LINE

OVERHEAD LIGHT AND POLE

TOPOGRAPHIC CONTOUR

SOIL BORING COMPLETED BY NELSON,

POPE & VOORHIS ON OCTOBER 6, 2010

SOIL BORING COMPLETED BY GEI

CONSULTING, INC. FOR TAYLOR

ENGINEERING, INC. ON MAY 10 AND 11,

B-7

1+50

PLAN VIEW TITLE SAMPLE

SCALE: AS NOTED

INDICATES REFERENCE QUADRANT SHEET LOCATION

FEMA

100-YEAR

FLOOD

EL. 15.98' EL. 12.00'

CG-SB-01

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USCG PROJECT NO.

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SHEET ID

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MAJOR M&R WATERFRONT

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CG STA EATONS NECK

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NORTHPORT

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GENERAL

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LEGEND & ABBREVIATIONS

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S FLOATING DOCK & S BULKHEAD

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P1010427G-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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ARPIN, DAVID

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US COAST GUARD

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GENERAL NOTES:

1. THE SITE IS LOCATED IN NORTHPORT, 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. THE CONTRACTOR SHALL STORE SHEET

PILES, PIPE PILES, AND OTHER CONSTRUCTION MATERIALS WITHIN ITS DESIGNATED

STAGING AREA AND SHALL NOT STORE SUCH MATERIALS BEHIND THE EXISTING BULKHEADS.

10. THE FOLLOWING PERMITS ARE APPLICABLE TO THIS PROJECT:

10.1. USACE: AUTHORIZATION UNDER SECTION 10 OF THE RIVERS AND HARBORS ACT OF 1899

(33 US CODE 403), AND SECTION 404 OF THE CLEAN WATER ACT (US CODE 1344),

(ISSUANCE OF PERMIT PENDING AS OF MAY 2021).

10.2. NYSDEC: WATER QUALITY CERTIFICATION UNDER SECTION 401 CLEAN WATER ACT,

PERMIT ID 1-4726-00545/00023.

10.3. NYSDOS: CONCURRENCE WITH CONSISTENCY DETERMINATION, REF FILE NO.

F-2021-0122(DA).

THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR ADHERING TO THE

CONDITIONS PROVIDED WITHIN THESE DOCUMENTS, COPIES OF WHICH ARE PROVIDED IN

THE SPECIFICATIONS OR WILL BE PROVIDED VIA ADDENDUM.

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 KO. 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 THE USCG STA EATONS NECK OPERATIONS. 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 KO, 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 VILLAGE OF ASHAROKEN, TOWN OF

HUNTINGTON, SUFFOLK COUNTY, NEW YORK FLOOD INSURANCE RATE MAP NUMBER

36103C0309H, PANEL 309 OF 1026, MAP SUFFIX H, DATED 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 GOVERNMENT MAY CHARGE THE CONTRACTOR 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 HUNTINGTON BAY/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.

LOAD LIMITATIONS:

1. SURCHARGE LOADS BEHIND THE EAST BULKHEAD (CIRCA 2011) SHALL BE LIMITED TO 250

PSF.

2. THE CONTRACTOR SHALL MAKE ITS OWN DETERMINATION AS THE THE CAPACITY AND

CONDITION OF THE EXISTING SOUTH BULKHEAD (CIRCA 1968) FOR THE PERFORMANCE OF

THIS WORK. IT SHOULD BE NOTED THAT THE JANUARY 2018 WATERFRONT INSPECTION

REPORT FOR STA EATONS NECK IDENTIFIED THE BULKHEAD TO BE IN SERIOUS CONDITION

AND RECOMMENDED RESTRICTING LIVE LOADING AND FACILITY USAGE BEHIND THE

BULKHEAD.

DESIGN CRITERIA:

SOUTH FLOATING DOCK:

1. THE DESIGN OF THE SOUTH FLOATING DOCK AND GUIDE PILES IS THE RESPONSIBILITY OF

THE CONTRACTOR. THE REQUIRED DESIGN CRITERIA FOR THE SOUTH FLOATING DOCK AND

GUIDE PILES ARE PROVIDED IN SECTION 35 51 13.00 20, CONCRETE FLOATING PIER FOR

SMALL CRAFT. GUIDE PILES SHALL BE OVERSIZED TO INCLUDE SACRIFICIAL STEEL FOR AN

ASSUMED CORROSION RATE OF 5 MILS/YEAR OVER AN ASSUMED DESIGN LIFE OF 25 YEARS.

2. DESIGN VESSELS

SOUTH BULKHEAD:

1. THE NEW BULKHEAD HAS BEEN DESIGNED FOR THE LATERAL EARTH AND GROUNDWATER

PRESSURE, H, THAT IS GENERATED DURING A MEAN LOW WATER CONDITION IN

COMBINATION WITH A 3.5-FOOT TIDAL LAG BETWEEN THE FRONT AND BACK OF THE

BULKHEAD.

2. THE LATERAL EARTH AND GROUNDWATER PRESSURES ARE BASED ON A FINAL GRADE OF

+7.75 FEET, NAVD 88 BEHIND THE BULKHEAD AND A MAXIMUM FUTURE DREDGE DEPTH OF

-14.75 FEET, NAVD 88 (-10.0 FEET, MLW) + 1 FOOT OVERDREDGE.

3. THE NEW BULKHEAD HAS BEEN DESIGNED FOR A MAXIMUM UNIFORM LIVE LOAD, L, OF 250

PSF.

4. THE NEW BULKHEAD WAS DESIGNED TO ACCOUNT FOR AN ASSUMED CORROSION RATE OF 5

MILS/YEAR OVER AN ASSUMED DESIGN LIFE OF 25 YEARS.

5. BASIC LOAD COMBINATIONS WERE EVALUATED IN ACCORDANCE WITH ASCE 7-10 AND THE

CONTROLLING LOAD CASES WERE UTILIZED TO DESIGN THE NEW BULKHEAD.

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 HORIZONTAL CONTROL DATUM FOR THIS PROJECT IS THE NEW YORK STATE PLANE

COORDINATE SYSTEM, LONG ISLAND ZONE .

2. THE VERTICAL CONTROL DATUM FOR THIS PROJECT IS NAVD 88.

3. LANDSIDE CONTOURS AND SPOT ELEVATIONS SHOWN ON THESE PLANS ARE REFERENCED

TO NAVD 88, UNLESS NOTED OTHERWISE. WATERSIDE CONTOURS SHOWN ON THESE PLANS

ARE REFERENCED TO MLW, UNLESS OTHERWISE NOTED.

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

FROM THE CONTROL MONUMENTATION PROVIDED.

5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SURVEY CONTROL THROUGHOUT

CONSTRUCTION TO ESTABLISH AND MAINTAIN ALL LINES AND ELEVATIONS.

AVAILABLE SUBSURFACE INFORMATION:

1. GEOTECHNICAL INFORMATION, AS INCLUDED AND SHOWN IN THE CONTRACT DOCUMENTS,

WAS OBTAINED FROM SOIL BORINGS COMPLETED BY THE USCG IN 2010 AND 2021 FOR USE IN

THE COLLECTION OF GENERAL SITE INFORMATION RELATIVE TO SUBSURFACE CONDITIONS.

2. IT IS INTENDED THAT SUBSURFACE INFORMATION, AS NOTED ABOVE, BE USED ONLY AS AN

INDICATION OF POSSIBLE SUBSURFACE CONDITIONS, AND THAT UPON THE CONTRACTOR'S

REVIEW, FURTHER SUBSURFACE EXPLORATIONS MAY BE WARRANTED. SUCH EXPLORATIONS

SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE.

3. THE CONTRACTOR SHALL USE THE INFORMATION PROVIDED AT ITS OWN RISK AND SHALL

COMPLETELY HOLD HARMLESS THE USCG FROM ALL CONSEQUENCES AND/OR FAULT

ARISING FROM ITS USE.

DEMOLITION AND DECONSTRUCTION:

1. COORDINATE WITH THESE DRAWINGS AND SECTION 02 41 00, DEMOLITION AND

DECONSTRUCTION.

CIVIL WORKS FABRICATION:

1. COORDINATE WITH THESE DRAWINGS AND SECTION 05 50 15, CIVIL WORKS FABRICATION.

FINISHES:

1. COORDINATE WITH THESE DRAWINGS AND SECTION 09 97 13.26, COATING OF STEEL

WATERFRONT STRUCTURES.

ELECTRICAL:

1. COORDINATE WITH 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.

EARTHWORK:

1. COORDINATE WITH THESE DRAWINGS AND SECTION 31 00 00, EARTHWORK.

2. EXCAVATED SLOPE GEOMETRY AND THE PROTECTION OF EXISTING STRUCTURES AND

UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY.

STOCKPILE MANAGEMENT:

1. EXCAVATED MATERIAL GENERATED DURING THE EXECUTION OF THIS WORK SHALL BE

TEMPORARILY STOCKPILED.

2. THE CONTRACTOR SHALL MAINTAIN THE STOCKPILES AND THE AREAS AROUND THEM SO

THAT ARE GRADED TO DRAIN. THE CONTRACTOR SHALL ALSO TAKE ALL NECESSARY

PRECAUTIONS TO MINIMIZE EROSION FROM THE STOCKPILES INCLUDING, BUT NOT LIMITED

TO THE INSTALLATION OF STRAW BALES OR SILT FENCES.

3. EXCESS MATERIAL THAT DOES NOT MEET THE SPECIFIED GRADATION REQUIREMENTS

AND/OR EXCAVATED MATERIAL IN EXCESS OF THAT REQUIRED FOR COMPLETING THIS

PROJECT SHALL BE REMOVED AND DISPOSED OF OFFSITE IN ACCORDANCE WITH ALL LOCAL,

STATE, AND FEDERAL LAWS.

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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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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CIVIL ENGINEERING

GEOTEXTILE:

1. COORDINATE WITH THESE DRAWINGS AND SECTION 31 05 19, GEOTEXTILE.

METAL SHEET PILING:

1. COORDINATE WITH THESE DRAWINGS AND SECTION 31 41 16, METAL SHEET PILING.

STEEL PIPE PILES:

1. COORDINATE WITH THESE DRAWINGS AND SECTION 31 62 16.16, STEEL PIPE PILES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETAINING A FLOATING DOCK

MANUFACTURER FOR THE DESIGN OF THE FLOATING DOCK GUIDE PILES. THE DESIGN SHALL

BE STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE UNITED STATES.

SEEDING:

1. COORDINATE WITH THESE DRAWINGS AND SECTION 32 92 19, SEEDING.

CONCRETE FLOATING PIER FOR SMALL CRAFT:

1. COORDINATE WITH 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. COORDINATE WITH THESE DRAWINGS AND SECTION 01 57 20.00 10, ENVIRONMENTAL

PROTECTION.

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

THE WORK AREA THAT COULD POTENTIALLY PRODUCE TURBIDITY IN THE WATER (E.G.,

OBSTRUCTION REMOVAL, DEMOLITION OF EXISTING BULKHEAD, ON SITE EXCAVATION,

POWER WASHING EXISTING BULKHEAD, ETC.). TURBIDITY BARRIERS WILL NOT BE REQUIRED

DURING SHEET PILE INSTALLATION AS IT IS NOT ANTICIPATED TO CAUSE APPRECIABLE

TURBIDITY OR MUDLINE DISTURBANCE.

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. 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.

DEWATERING:

1. COORDINATE WITH THESE DRAWINGS AND SECTION 31 00 00, EARTHWORK.

2. WATER ELEVATIONS AT THE SITE ARE TIDAL AND WILL VARY. SUMPS AND PUMPS ARE

EXPECTED TO BE ADEQUATE TO CONTROL INFLOWS AND/OR THE ACCUMULATION OF

PONDED WATER DUE TO SURFACE WATER RUNOFF.

3. THE CONTRACTOR SHALL ROUTE ALL PUMPED WATER TO DEWATERING BASINS OR OTHER

SUITABLE DEVICES (E.G., DEWATERING BAGS) PRIOR TO ALLOWING THE PUMPED WATER TO

FLOW OVERLAND.

CONSTRUCTION SEQUENCING:

1. CONTRACTOR CONSTRAINTS TO SEQUENCING ARE AS FOLLOWS:

A. STA EATONS NECK 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

APPROVAL TO BEGIN EACH PHASE OF WORK IN COORDINATION WITH THE COR AND STA

EATONS NECK OFFICER IN CHARGE.

B. DESIGN, APPROVAL, FABRICATION, AND DELIVERY OF THE FLOATING DOCK, GUIDE PILES, AND ALL ASSOCIATED ITEMS SHALL BE COMPLETED BY THE CONTRACTOR PRIOR TO

BEGINNING ANY WORK ON THE SOUTH FLOATING DOCK REPLACEMENT IN ORDER TO

MINIMIZE THE AMOUNT OF TIME THAT THE SOUTH FLOATING DOCK IS OUT OF SERVICE.

C. STA EATONS NECK VESSELS WILL TEMPORARILY MOOR AT THE NORTH FLOATING DOCK

DURING THE SOUTH FLOATING DOCK REPLACEMENT WORK. THE CONTRACTOR SHALL

MAINTAIN OPEN ACCESS FOR STA EATONS NECK VESSELS FROM THE NORTH FLOATING

DOCK TO THE ENTRANCE CHANNEL AT ALL TIMES IN ORDER TO PREVENT ANY IMPACT TO

STATION OPERATIONS.

D. STA EATONS NECK VESSEL REFUELING OPERATIONS WILL OCCUR AT THE EAST

BULKHEAD WHILE THE SOUTH FLOATING DOCK IS UNDER CONSTRUCTION. THE

CONTRACTOR SHALL ALLOW ACCESS TO THE EAST BULKHEAD AT ALL TIMES WHILE THE

SOUTH FLOATING DOCK IS OUT OF SERVICE.

E. THE PROPOSED SOUTH BULKHEAD WORK IS ADJACENT TO THE STA EATONS NECK BOAT

RAMP. THE CONTRACTOR SHALL COORDINATE WITH THE COR AND STA EATONS NECK

OFFICER IN CHARGE ON WORK IN THIS AREA THAT MAY IMPEDE THE USE OF THE BOAT

RAMP.

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

CONSTRUCTION. KEEP ALL CONSTRUCTION ACTIVITIES AND PERSONNEL CLEAR OF FACILITY

OPERATIONS.

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US COAST GUARD

1. SOIL BORING DATA BY NELSON, POPE, & VOORHIS, LLC, OCTOBER 2010.

2. SOIL BORING DATA SHOWN IS INCLUDED FOR INFORMATION ONLY. THESE BORINGS

ARE INCLUDED TO INFORM THE BIDDER OF THE TYPE AND CHARACTER OF THE

MATERIALS TO BE ENCOUNTERED.

3. SOIL BORING LOCATIONS ARE SHOWN ON SHEET C-101.

4. WATER LEVEL OBSERVATIONS WERE MADE AT THE TIME OF THE SUBSURFACE

INVESTIGATIONS AND DO NOT NECESSARILY REPRESENT GROUNDWATER

ELEVATIONS AT THE TIME OF CONSTRUCTION. GROUNDWATER LEVELS MAY

FLUCTUATE WITH SEASON, TEMPERATURE, RAINFALL, AND TIDE.

SOIL NOTES

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1. SOIL BORING DATA BY GEI CONSULTANTS, MAY 2021.

2. SOIL BORING DATA SHOWN IS INCLUDED FOR INFORMATION ONLY. THESE BORINGS

ARE INCLUDED TO INFORM THE BIDDER OF THE TYPE AND CHARACTER OF THE

MATERIALS TO BE ENCOUNTERED.

3. SOIL BORING LOCATIONS ARE SHOWN ON SHEET C-101.

4. WATER LEVEL OBSERVATIONS WERE MADE AT THE TIME OF THE SUBSURFACE

INVESTIGATIONS AND DO NOT NECESSARILY REPRESENT GROUNDWATER

ELEVATIONS AT THE TIME OF CONSTRUCTION. GROUNDWATER LEVELS MAY

FLUCTUATE WITH SEASON, TEMPERATURE, RAINFALL, AND TIDE.

SOIL NOTES

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A5 OVERALL SITE PLAN

SCALE: 1" = 20'

EATONS NECK BASIN

E B

F L O

O D

SOUTH FLOATING

DOCK (RPUID 9720)

SOUTH BULKHEAD

(RPUID 9719)

EAST BULKHEAD

NORTH

BULKHEAD

BOAT RAMP

NORTH FLOATING DOCK

STATION

BUILDING

CONC.

SLAB

SITE CONTROL POINTS/BENCHMARKS:

CONTROL POINT 1: CONTROL POINT 2:

DESC. MONUMENT DESC. MONUMENT

N 287,375.08 N 287,693.65

E 1,150,613.66 E 1,150,516.69

BENCHMARK 1:

NOAA BENCH MARK

#8515786B/1995

N 287,440

E 1,150,489

Z 7.99 (NAVD 88)

SURVEY NOTES:

1. THESE DRAWINGS CAN ONLY BE CONSIDERED TO REPRESENT

THE GENERAL CONDITIONS AT THE TIME OF THE SURVEY. THE

MOST RECENT SURVEY WAS PREPARED BY NELSON & POPE,

DATED NOVEMBER 26, 2010.

2. CONTROL POINT AND BENCHMARK INFORMATION SHOWN WAS

PROVIDED BY NELSON AND POPE, ENGINEERS, DESIGNERS, AND

SURVEYORS OF MELVILLE, NY.

LOD

CONTRACTOR'S

STAGING AREA

EROSION

CONTROL

BARRIER, SEE

TURBIDITY BARRIER

(TYP.), SEE

C-501

GENERAL NOTES:

1. AT THE END OF CONSTRUCTION, THE ENTIRE SITE MUST BE COMPLETELY

RESTORED TO ITS PRE-CONSTRUCTION CONDITION, 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 BULKHEAD, ETC.). CONTRACTOR

SHALL SEED ALL DISTURBED AREAS. REFER TO THE SPECIFICATIONS FOR

MORE DETAILS.

2. WATER SIDE CONTOURS ARE REFERENCED TO MLLW.

20' 40'0

LOD

B-7

RIPRAP REVETMENT

(RPUID 9719)

SHORE TIE

SOUTH FLOATING

DOCK SHORE TIE

SWITCH

B-6

B-5

C-901

MAINTAIN USCG VESSEL

ACCESS FOR REFUELING

OPERATIONS AT ALL TIMES

CG-SB-02

CG-SB-01

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BOAT MAINTENANCE FACILITY

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UPPER RAMP CONCRETE PAVEMENT

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SWM POND

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LOWER RAMP CONCRETE PAVEMENT

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SHEET PILE (LANDWARD)

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SHEET PILE (LANDWARD)

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SHEET PILE (WATERWARD)

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SHEET PILE (WATERWARD)

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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TOP OF DUNE

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RAMP UP

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MLW

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MHW

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TIMBER GROIN

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LIGHTHOUSE ROAD

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RAMP UP

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MLW

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MHW

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BOAT MAINTENANCE FACILITY CONCRETE PAVEMENT

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RETAINING WALL

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RAMP

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RAMP

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B.M. #1 NOAA BENCH MARK #8515786B/1995" N 287440 E 1150489 ELEV. 7.99

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BENCHMARK "NOAA 8515786D/1995"

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BENCHMARK "USCGS/2/ 1957"

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49' FLOATING DOCK

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41' FLOATING DOCK

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CONCRETE WALL WITH METAL RAILING

AutoCAD SHX Text SOUTHERLY LIMITS OF EASEMENT GRANTED TO U.S. OF AMERICA IN LIBER 8760;PAGE 209, LIBER 9542;PAGE 107 AND MAP BY THEODORE S. PRIME DATED MAY, 1978

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PROPERTY BOUNDARY

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PROPERTY BOUNDARY

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PROPERTY BOUNDARY

AutoCAD SHX Text NORTHERLY LIMITS OF EASEMENT GRANTED TO U.S. OF AMERICA IN LIBER 8760;PAGE 209, LIBER 9542;PAGE 107 AND MAP BY THEODORE S. PRIME DATED MAY, 1978

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EMH*

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CMH*

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PROPERTY BOUNDARY

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C.P. #2 N.Y.S. PLANE COORDINATES N 287693.65 E 1150516.69

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C.P. #1 MONUMENT FOUND N.Y.S. PLANE COORDINATES N 287375.08 E 1150613.66

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RAILING

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PET

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PET

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PET

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PET

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PET

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PET

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PET

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CONC. BLK. WALL

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ELECTRIC PANEL

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RETAINING WALL

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POWER

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FIRE ALARM

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FIRE ALARM

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6" WTR

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MLW

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MHW

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MHHW/MHW/MLW

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MHHW/MHW/MLW

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MHHW

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DIESEL FUEL TANK

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GASOLINE FUEL TANK

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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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SHEET ID

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MAJOR M&R WATERFRONT

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CG STA EATONS NECK

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NORTHPORT

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CIVIL

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OVERALL SITE PLAN

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S FLOATING DOCK & S BULKHEAD

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AutoCAD SHX Text 10107427

AutoCAD SHX Text P10107427C-101

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P1010427C-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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ARPIN, DAVID

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DJA

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DJA

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DJA

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DJA

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAY 2021

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US COAST GUARD

EEEEEEEEEEE

EEE

EEEEEEEEEEE

EEE

D4 EXISTING SOUTH FLOATING DOCK PLAN

SCALE: 1/8" = 1'

A4 C-102

EXISTING SOUTH FLOATING DOCK ELEVATION

SCALE: 1/8" = 1'

EX. CONCRETE

DEADMAN ANCHOR

MHHW

EL. 3.67'

MLLW

EL. -3.98'

TOE OF GUIDE PILE

EL. -43.6'±

-30

-20

-10

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

E L

E V

A T

I O

E E

A V

STATION

2+25

EX. EAST STEEL SHEET

PILE BULKHEAD

EX. TIEROD

EX. PAVEMENT

HISTORIC STEEL SHEET

PILE BULKHEAD REMNANTS

TOP OF GUIDE PILE

EL. 12.4'±

EX. FLOATING DOCK

EX. GUIDE PILE (TYP. OF 4)

EX. MUDLINE, EL. VARIES

EX. GANGWAY

EX. 9'x100' ±

FLOATING DOCK

EX. GANGWAY

EX. GUIDE PILE

(TYP. OF 4)

LOWER BOAT RAMP

EX. EAST STEEL SHEET

PILE BULKHEAD AND

FENDER SYSTEM

UPPER BOAT RAMP

C-102

1+00 1+50 2+00

EATONS NECK BASIN

-40

C-301

EX. STEEL

LANDING PLATE

EX. STEEL

LANDING PLATE

(2) EX. SHORE TIE DISCONNECT

SWITCH PANELS, FUSED TYPE,

100 AMP SWITCH, 100 AMP FUSE

EX. SHORE TIE (TYP. OF 2)

EX. SHORE TIE

ELECTRICAL LINE

8' 16'0

EX. SHORE TIE ELECTRICAL LINE

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RAILING

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DIESEL FUEL TANK

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GASOLINE FUEL TANK

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SHEET ID

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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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MAJOR M&R WATERFRONT

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CG STA EATONS NECK

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NORTHPORT

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CIVIL

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S FLOATING DOCK

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AutoCAD SHX Text 10107427

AutoCAD SHX Text P10107427C-102

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P1010427C-102.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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ARPIN, DAVID

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DJA

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DJA

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DJA

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DJA

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAY 2021

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US COAST GUARD

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CIVIL ENGINEERING

EXISTING SOUTH FLOATING DOCK PLAN AND ELEVATION

A4 C-103

EXISTING SOUTH BULKHEAD ELEVATION

SCALE: 1/8" = 1'

D4 EXISTING SOUTH BULKHEAD PLAN

SCALE: 1/8" = 1'

A8 C-103

EXISTING SOUTH BULKHEAD RETURN ELEVATION

SCALE: 1/8" = 1'

EX. EAST STEEL SHEET

PILE BULKHEAD

EX. TIMBER POST

REMNANTS (TYP.)

EX. TIMBER WALE AND CHOCK

REMNANTS (TYP. OF 2 LEVELS)

EX. STEEL SHEET PILE BULKHEAD

EX. STEEL CHANNEL CAP

EX. MUDLINE (APPROX.)

EX. STEEL TIEROD, APPROX. LOCATION (TYP.)

EX. CONCRETE

DEADMAN ANCHOR

EX. TIEROD

EX. PAVEMENT

EX. RIPRAP REVETMENT

EX. STEEL

CHANNEL CAP

EX. TIMBER WALE REMNANTS

EX. STEEL BULKHEAD RETURN

EX. MUDLINE

(APPROX.)

MHHW

EL. 3.67'

MLLW

EL. -3.98'

TOE OF EX. BULKHEAD

EL. -29'±

TOP OF EX.

BULKHEAD

EL. 7.6'±

EX. BULKHEAD

CORNER

EX. BULKHEAD

CORNER

TOE OF EX. BULKHEAD

EL. -29'±

EX. TIMBER ANCHOR

SYSTEM, APPROX.

LOCATION

EX. TIEROD, APPROX.

LOCATION (TYP.)

EX. STEEL SHEET PILE BULKHEAD

AND STEEL CHANNEL CAP

EX. TIMBER WALE REMNANTS

EX. TIMBER CHOCK REMNANTS

EX. TIMBER POST REMNANTS

HISTORIC STEEL SHEET

PILE BULKHEAD REMNANTS

EX. EAST STEEL SHEET

PILE BULKHEAD

EX. TIMBER WALE & CHOCK

EX. TIMBER FENDER PILE

EX. CONCRETE

DEADMAN ANCHOR

EX. TIEROD

EX. EDGE OF

PAVEMENT

EX.

BUILDING

EX. LADDER

EX. BULKHEAD RETURN

-30

-20

-10

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

E L

E V

A T

I O

E E

A V

STATION

EX. TIMBER DECK

C-302

C-103

EATONS NECK BASIN

MHHW

EL. 3.67'

MLLW

EL. -3.98'

C-103

10'-0"±

(TYP.)

EX. RIPRAP

REVETMENT

EX. CONC. SLAB

1+00 1+50 2+00

8' 16'0

EX. OVERHEAD LIGHT AND

POLE (TYP.), SEE NOTE 1

EX. ELECTRICAL LINE

8' 16'0

NOTE:

1. THE EX. OVERHEAD LIGHT POLES ARE A SELF-LOWERING

TYPE. LIGHTS ARE CONTROLLED BY A TIMER AT THE

PANEL LOCATED WITHIN THE BOAT MAINTENANCE

FACILITY BOILER ROOM.

B-7

CG-SB-01

CG-SB-02

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RAMP UP

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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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SHEET ID

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MAJOR M&R WATERFRONT

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CG STA EATONS NECK

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NORTHPORT

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CIVIL

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S BULKHEAD

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AutoCAD SHX Text 10107427

AutoCAD SHX Text P10107427C-103

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P1010427C-103.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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ARPIN,…

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File details come from the government source that posted it. Updated Jul 29, 2021.