Drawings_Rpr Waterfront_P16148458.pdf

PDF 8 MB Posted Jul 14, 2022

Attached to: Repair Waterfront USCG Station New York
Solicitation number: 70Z0G122BABCD0075
Issued by: Department of Homeland Security US Coast Guard

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for repair work to marginal floating docks at Coast Guard Station New York. The base scope of work requires replacing three existing floating docks along with shore ties and electrical lines on the new docks. There are also three optional bid items to recoat guide piles, install sacrificial anodes, and replace plastic rub strips and gangway rollers. The estimated cost is between $500,000 and $1,000,000. The period of performance is 215 days with bids due on August 16, 2022. The small business set-aside NAICS code is 237990 and the solicitation is posted on SAM.gov.

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Other files

File	Type	Posted
17.a. Abstract of Offers - updated.pdf	PDF	Sep 19, 2022
Bid Abstract 70Z0G122BABCD0075.pdf	PDF	Aug 30, 2022
Amendment 0004 for IFB 70Z0G122BABCD0075.pdf	PDF	Aug 16, 2022
Amendment 0003 for IFB 70Z0G122BABCD0075.pdf	PDF	Aug 9, 2022
PN 16148458 Sketch.pdf	PDF	Aug 4, 2022
Amendment 0002 for IFB 70Z0G122BABCD0075.pdf	PDF	Aug 4, 2022
12.b Amendment 0001 for IFB 70Z0G122BABCD0075.pdf	PDF	Jul 19, 2022
Wage Determination NY20220003 mod 3 dtd 06242022.pdf	PDF	Jul 14, 2022
IFB 70Z0G122BABCD0075_Repair Waterfront USCG Station NY.pdf	PDF	Jul 14, 2022
Specifications_Rpr Waterfront_P16148458.pdf	PDF	Jul 14, 2022

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CG STA NEW YORK

STATEN ISLAND, RICHMOND COUNTY, NEW YORK

16148458 REPAIR WATERFRONT

STA NY MRG FLOATS (SMALL BOATS)

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 MAPPING OVERALL SITE PLAN

CS101 05 CIVIL SITE EXISTING FLOATING DOCK PLAN

CD101 06 CIVIL DEMOLITION FLOATING DOCK DEMOLITION PLAN

C-101 07 CIVIL FLOATING DOCK REPAIR AND REPLACEMENT PLAN

CD201 08 CIVIL DEMOLITION FLOATING DOCK DEMOLITION ELEVATION

C-201 09 CIVIL FLOATING DOCK REPAIR AND REPLACEMENT ELEVATION

C-401 10 CIVIL SUGGESTED CONSTRUCTION SEQUENCING

C-501 11 CIVIL EROSION AND SEDIMENT CONTROL DETAILS

C-901 12 CIVIL SITE PHOTOGRAPHS

S-501 13 STRUCTURAL FLOATING DOCK DETAILS - 1

S-502 14 STRUCTURAL FLOATING DOCK DETAILS - 2

S-503 15 STRUCTURAL GUIDE PILE DETAILS

E-501 16 ELECTRICAL ELECTRICAL DETAILS

U.S. COAST GUARD

CIVIL ENGINEERING

CEU PROVIDENCE

VICINITY MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

STA NEW YORK

PROJECT DESCRIPTION:

THE PROJECT INCLUDES ONE (1) BASE BID ITEM (BBI) AND THREE

(3) 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 9859, MARGINAL FLOATING DOCKS: REPLACE EXISTING

MARGINAL FLOATING DOCKS C, D, AND E WITH NEW FLOATING

DOCKS; REMOVE AND REINSTALL THE EXISTING SHORE TIES

ON THE NEW FLOATING DOCKS; REPLACE THE SHORE TIE

ELECTRICAL LINES ON THE NEW FLOATING DOCKS; AND

REPLACE MULTIPLE STEEL PILE GUIDE FRAMES, STEEL

THRU-RODS, TIMBER WALES, AND TIMBER RUBSTRIPS

THROUGHOUT THE REMAINDER OF THE MARGINAL FLOATING

DOCKS AS SPECIFIED AND SHOWN IN THE CONTRACT

DOCUMENTS.

2. THE OBI WORK INCLUDES THE FOLLOWING ITEMS AND

INCIDENTAL RELATED WORK:

OBI NO. 1:

RPUID 9859, MARGINAL FLOATING DOCKS: RECOAT THE

EXISTING MARGINAL FLOATING DOCK A, B, C, D, AND E GUIDE

PILES (6 EA) AS SPECIFIED AND SHOWN IN THE CONTRACT

DOCUMENTS.

OBI NO. 2:

RPUID 9859, MARGINAL FLOATING DOCKS: INSTALL

SACRIFICIAL ANODES ON THE EXISTING MARGINAL FLOATING

DOCK A, B, C, D, AND E GUIDE PILES (6 EA) AS SPECIFIED AND

SHOWN IN THE CONTRACT DOCUMENTS.

OBI NO. 3:

RPUID 842140, BOARDING (REFUELING) FLOATING DOCK:

REPLACE THE PLASTIC RUBSTRIPS AND GANGWAY ROLLERS

AS SPECIFIED AND SHOWN IN THE CONTRACT DOCUMENTS.

NOTES:

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

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

ABUTTING PROPERTY DATA

BLOCK LOT PARCEL ADDRESS OWNER OWNER ADDRESS

1 2832 1

10 SEARCH LANE,

STATEN ISLAND, NY 10305

US GOVERNMENT

10 SEARCH LANE,

STATEN ISLAND, NY 10305

2 2832 68

70 NEW LANE

STATEN ISLAND, NY 10305

NYC HOUSING

AUTHORITY

70 NEW LANE

STATEN ISLAND, NY 10305

3 2833 76

0 NAUTILUS COURT

STATEN ISLAND, NY 10305

SEA CLIFF TOWERS

OWNERS CORP

20 CLIFF STREET

STATEN ISLAND, NY 10305

PROJECT LOCATION

ABUTTING PROPERTIES MAP

SCALE: NTS

NEW YORK

HARBOR

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DESCRIPTION

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MARK

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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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CONSULTING A/E:

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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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NEW YORK

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STATION

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ISLAND

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PA.

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REPAIR WATERFRONT

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CG STA NEW YORK

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STATEN ISLAND

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GENERAL

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COVER SHEET

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STA NY MRG FLOATS

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P16148458G-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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DJA

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DJA

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DJA

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DJA

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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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MAR 2022

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U.S. COAST GUARD

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CIVIL ENGINEERING

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HARBOR

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NEW YORK

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BROOKLYN

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STATEN ISLAND

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-#

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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. DEC 2018, WATERFRONT INSPECTION REPORT: USCG STA NEW YORK,

STATEN ISLAND, NY; PREPARED BY REID MIDDLETON, EVERETT, WA FOR

USCG CIVIL ENGINEERING UNIT PROVIDENCE, WARWICK, RI; FINAL

SUBMISSION.

B. 20 DEC 2016, RECORD DRAWINGS, CG PROJECT NUMBER 5328641:

MULTI-PURPOSE BUILDING & WATERFRONT RENOVATIONS, U.S. COAST

GUARD STATION NEW YORK, STATEN ISLAND, NEW YORK; PREPARED BY

HASKELL ARCHITECTS AND ENGINEERS, NY FOR USCG FACILITIES DESIGN

& CONSTRUCTION CENTER, NORFOLK, VA.

C. MAR 2013, DESIGN DRAWINGS, CG PROJECT NUMBER 5084254:

WATERFRONT REPAIRS (POST HURRICANE SANDY), USCG STA NEW YORK,

STATEN ISLAND, NEW YORK; PREPARED BY APPLEDORE MARINE

ENGINEERING, INC., PORTSMOUTH, NH FOR USCG CIVIL ENGINEERING UNIT

PROVIDENCE, RI; 90% SUBMISSION.

D. 28 MAY 2013, SHOP DRAWINGS, CG PROJECT NUMBER 5084254: FLOATING

DOCK SHOP DRAWINGS, USCG ROSEBANK; PREPARED BY BELLINGHAM

MARINE, YORK, PA FOR USCG CIVIL ENGINEERING UNIT PROVIDENCE, RI;

LATEST REVISION NO. 9.

E. 27 FEB 1998, RECORD DRAWINGS, CG PROJECT NUMBER 01-95-1004: USCG

RELOCATION PROJECT, USCG STATION ROSEBANK, STATEN ISLAND, NEW

YORK; PREPARED BY HAN-PADRON ASSOCIATES CONSULTING ENGINEERS,

NY FOR USCG FACILITIES DESIGN & CONSTRUCTION CENTER, PACIFIC,

SEATTLE, WA.

F. AUG 1990, SHOP DRAWINGS, CG PROJECT NUMBER 43-8357: STATION NEW

YORK FLOAT, GOVERNORS ISLAND, NEW YORK; PREPARED BY CONCRETE

FLOATATION SYSTEMS, INC. "THE FLOATATION CORPORATION", NORWALK,

CT.

2. THE REFERENCE MATERIALS LISTED ABOVE 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

BBI BASE BID ITEM

BMP BEST MANAGEMENT PRACTICES

BTM BOTTOM

BWTN BETWEEN

CB CARRIAGE BOLT

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

FH FLAT HEAD

FNDN FOUNDATION

FT FOOT/FEET

FTG FOOTING

FW FLAT WASHER

HDG HOT DIPPED GALVANIZED

HHN HEAVY HEX NUT

HLN HEX LOCK NUT

HORIZ HORIZONTAL

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

PCF POUNDS PER CUBIC FOOT

PL PLATE

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

QTY QUANTITY

R&D REMOVE AND DISPOSE

R&R REMOVE AND REINSTALL

R&S REMOVE AND STOCKPILE

REF REFERENCE

REQ'D REQUIRED

RPUID REAL PROPERTY UNIQUE IDENTIFIER

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

SW SOUTH WEST

T&B TOP & BOTTOM

TYP TYPICAL

E8 VERTICAL DATUM CONVERSION DIAGRAM

SCALE: NTS

NOTES:

THE ELEVATION DATA SHOWN ABOVE WAS OBTAINED FROM SHEET

C700 OF REFERENCE DOCUMENT 1B PROVIDED BELOW.

ABBREVIATIONS CONTINUED

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

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

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INDICATES REFERENCE QUADRANT SHEET LOCATION

DATUM CONVERSION (ELEVATIONS IN FEET)

DATUM MLLW NAVD88 SID

FEMA 1% Still Water Flood Elevation 14.08 11.30 9.21

Top of Breakwater

11.81 9.30 6.94

Mean Higher-High Water (MHHW)

5.06 2.28 0.19

Richmond (Staten Island, SID)

4.87 2.09 0.00

Mean High Water (MHW)

4.73 1.95 -0.14

NAVD88 2.78 0.00 -2.09

NAVD29 1.68 -1.10 -3.19

Mean Low Water (MLW)

0.21 -2.57 -4.66

Mean Lower-Low Water (MLLW)

0.00 -2.78 -4.87

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REPAIR WATERFRONT

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CG STA NEW YORK

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STATEN ISLAND

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GENERAL

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LEGEND & ABBREVIATIONS

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STA NY MRG FLOATS

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P16148458G-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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GENERAL NOTES:

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

2. THESE DRAWINGS ARE NOT INTENDED TO REPLACE THE SPECIFICATIONS. SEE SPECIFICATIONS

FOR ADDITIONAL REQUIREMENTS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE

DRAWINGS AND SPECIFICATIONS.

3. UTILITY SIZES AND LOCATIONS, WHEN SHOWN ON THESE DRAWINGS, ARE CONSIDERED

APPROXIMATE. THE ACTUAL SIZE AND LOCATION OF UTILITIES MAY VARY FROM THOSE SHOWN. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL UTILITIES, GRADES, AND DIMENSIONS PRIOR TO THE START OF WORK. THE CONTRACTOR SHALL NOTIFY THE COR OF

ANY DISCREPANCIES, IN WRITING, PRIOR TO BEGINNING AFFECTED WORK. THE CONTRACTOR

SHALL MAKE PROVISIONS TO ENSURE UTILITY LINES ARE PROTECTED AND REMAIN IN CONTINUOUS

OPERATION, UNLESS OTHERWISE NOTED.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT DIG SAFELY NEW YORK AND THE

USCG COR A MINIMUM OF 72 HOURS BEFORE COMMENCING WITH ANY EXCAVATION RELATED

WORK, IN ORDER THAT ALL AFFECTED UTILITY COMPANIES ARE NOTIFIED.

5. EXISTING CONSTRUCTION, INCLUDING UTILITIES, DRAINAGE, AND OTHER MISCELLANEOUS WORK

WHICH IS TO REMAIN, SHALL BE UNDISTURBED AND PROTECTED. HOWEVER, SOME UTILITIES MAY

REQUIRE TEMPORARY REMOVAL TO PERFORM THE WORK. REINSTALL TEMPORARILY REMOVED

UTILITIES OR REPLACE WITH NEW MATERIALS IN-KIND.

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

FOR PROVIDING CONNECTIONS AS NEEDED IN COORDINATION WITH THE COR.

7. RIGHT-OF-WAY LINES, 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; IN

ACCORDANCE WITH SECTION 10 OF THE RIVERS AND HARBORS ACT OF 1899 (33 US CODE 403), FILE NO. NAN-2021-01402-EMI.

10.2. NYSDEC: DOCKS, PLATFORMS & MOORINGS UNDER ARTICLE 15, TITLE 5, PERMIT ID

2-6404-0555/00012.

10.3. NYSDEC: WATER QUALITY CERTIFICATION UNDER SECTION 401 CLEAN WATER ACT, PERMIT ID

2-6404-0555/00013.

THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR ADHERING TO THE CONDITIONS

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

11. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE

JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE

OF THE WORK. SAFETY PROVISIONS SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND

LOCAL REGULATIONS. THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND SHALL NOT BE

LIMITED TO NORMAL WORKING HOURS.

12. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEVELOP ERECTION PROCEDURES AND SEQUENCING

TO INSURE THE PROTECTION OF EXISTING AND PROPOSED STRUCTURES AND THE SAFETY AND

PROTECTION OF STATION PERSONNEL, CONSTRUCTION PERSONNEL, AND THE PUBLIC, UNLESS

OTHERWISE DIRECTED BY THE COR. THIS INCLUDES THE ADDITION OF NECESSARY TEMPORARY

SUPPORTS (E.G., BRACING, SHORING, SHEETING, GUYS, TIEDOWNS, ETC.). SUCH TEMPORARY

MATERIAL SHALL BE DESIGNED BY THE CONTRACTOR AND SHALL REMAIN THE PROPERTY OF THE

CONTRACTOR.

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

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

ADDITIONAL REQUIREMENTS.

14. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD

BEFORE ORDERING ANY MATERIAL, COMMENCING ANY FABRICATION, OR PERFORMING ANY WORK.

THE CONTRACTOR SHALL NOTIFY THE USCG COR, IN WRITING, OF ANY CONDITIONS OR

DIMENSIONS WHICH VARY FROM THOSE SHOWN ON THE DRAWINGS AND INCORPORATE SUCH

VARIATIONS IN THE CONSTRUCTION AS APPROVED BY THE USCG.

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

16. THE PROPOSED WORK IS LOCATED WITHIN A FEMA ZONE AE FLOOD ZONE AND WILL BE INUNDATED

DURING THE 100 YEAR FLOOD. THE 100 YEAR FLOOD ELEVATION IS ESTIMATED AT ABOUT EL. 12

FEET (NAVD 88) AS SHOWN ON THE CITY OF NEW YORK, NEW YORK, BRONX, RICHMOND, NEW YORK, QUEENS, AND KINGS COUNTIES, FLOOD INSURANCE RATE MAP NUMBER 3604970331F, PANEL 331 OF

457, LAST REVISED SEPTEMBER 5, 2007.

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

ORIGINAL CONDITION BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.

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

IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS.

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

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 NEW YORK HARBOR FROM HAZARDOUS MATERIALS RELEASES DURING THE

COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING

PREVENTATIVE MEASURES TO AVOID ANY ENVIRONMENTAL IMPACTS. THESE MEASURES SHALL

INCLUDE, BUT NOT BE LIMITED TO:

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

WORKING CONDITION AND INSPECTED DAILY FOR LEAKS.

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

TIMES DURING CONSTRUCTION OPERATIONS.

1.3. ALL FUEL TRANSFER OPERATIONS SHALL BE CONDUCTED IN AN EFFICIENT AND SAFE MANNER

IN ACCORDANCE WITH THE CONTRACTOR'S OPERATIONS MANUAL AND THE REQUIREMENTS

SPECIFIED. OIL ABSORBENT DIAPERS SHALL BE PLACED UNDER ALL EQUIPMENT DURING

FUELING OPERATIONS.

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

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

REQUIREMENTS FOR AND ACTUAL MAINTENANCE COMPLETED.

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

MATERIAL RELEASES.

DESIGN CRITERIA:

MARGINAL FLOATING DOCKS C, D, AND E:

1. THE DESIGN OF THE REPLACEMENT FLOATING DOCKS IS THE RESPONSIBILITY OF THE

CONTRACTOR. THE REQUIRED DESIGN CRITERIA ARE PROVIDED IN SECTION 35 51 13.00 20,

CONCRETE FLOATING PIER FOR SMALL CRAFT.

2. DESIGN VESSELS

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 MLLW.

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

THE CONTROL MONUMENTATION PROVIDED.

3. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SURVEY CONTROL THROUGHOUT CONSTRUCTION

TO ESTABLISH AND MAINTAIN ALL LINES AND ELEVATIONS.

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.

WOODS, PLASTICS AND COMPOSITES:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 06 13 33, PIER TIMBERWORK.

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.

CONCRETE FLOATING PIER FOR SMALL CRAFT:

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 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., COATING

REMOVAL FROM PILES ETC.).

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.

CONSTRUCTION SEQUENCING:

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

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

INTERFERE WITH STATION OPERATIONS OR IMPEDE UPLAND OR WATER BASED ACCESS. 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 GUIDE PILE COATING REMOVAL AND

COATING SYSTEM, FLOATING DOCKS, WALES AND RUBSTRIPS, THRU-RODS, PILE GUIDE FRAMES, 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

FLOATING DOCKS ARE OUT OF SERVICE.

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

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

REFUELING FLOATING DOCK, ETC.) IN ORDER TO MINIMIZE IMPACTS TO STATION OPERATIONS.

THE COMPLETION OF WORK ON MULTIPLE FLOATING DOCKS AT ONE TIME MAY BE PROPOSED BY

THE CONTRACTOR, BUT IS SUBJECT TO APPROVAL BY THE KO AND STA NEW YORK COMMANDING

OFFICER DEPENDING ON OPERATIONAL NEEDS AMONG OTHER FACTORS.

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

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

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

TIMES IN ORDER TO PREVENT ANY IMPACT TO STATION OPERATIONS.

D. 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

29' RESPONSE

BOAT - SMALL II

28.7 8.4 1.7 8,300

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GENERAL

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US COAST GUARD

CIVIL ENGINEERING

VOLLEYBALL

AREA

SAND

812047/SM1

30' WIDE SEWER EASEMENT

'L ' CUT SET ON TOP WALL

EL.= 8.66 (SID), 13.53 (MLLW)

BRONZE DISC FOUND "NATIONAL

OCEAN SERVICE BENCHMARK

"9050B"

EL.= 5.38 (SID), 10.25 (MLLW)

ELEVATION NOT PUBLISHED

BRONZE DISC FOUND "NATIONAL

OCEAN SERVICE BENCHMARK

"9050A"

EL.= 7.89 (SID), 12.76 (MLLW)

ELEVATION NOT PUBLISHED

SOUTH PIER

PLAYING COURT

PERIMETER FENCE

FRONT GATE

GATE HOUSE

BUILDING

STORAGE

BOAT

BUILDING #4

BUILDING #2

BLDG

FLAGPOLE

BUILDING #8

BUILDING

MAINTENANCE

BOAT

PERIMETER FENCE

RETAINING WALL

ROAD

PARKING

P E

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E T

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PIER FENCING

RESCUE ROAD

PARKING

B A

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E E

T A

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I N

FUEL TANKS

NEW YORK HARBOR

BOAT BASIN

E B

F L O

O D

C5 OVERALL SITE PLAN

SCALE: 1" = 50'

50' 100'0

A3 V-101

BOAT BASIN

EAST, 15 AUG 2018

A7 V-101

BOAT BASIN

SOUTHWEST, 15 AUG 2018

PHOTO TITLE LEGEND

INDICATES REFERENCE

QUADRANT SHEET LOCATION

INDICATES DIRECTION AND

DATE PHOTO WAS TAKEN

X# X-#

VIEW TITLE SAMPLE

ORITENTATION, DATE

INDICATES PHOTO DESCRIPTION

MARGINAL

FLOATS

SOUTH

MARGINAL

FLOATS

PIER

BUILDING

#10

BUILDING

SOUTH

PIER

V-101

PROJECT

AREA / LOD

INDICATES SHEET WHERE PHOTO

LOCATION IS DOCUMENTED

CS101 CD101

C-101

CS101 CD101

CONTRACTOR'S STAGING AREA

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

TO BE DETERMINED BY KO AND UNIT CO

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SOLICITATION NO,: CONTRACT NO,:

SOUTH BREAKWATER

14"Ø STEEL FLOATING DOCK GUIDE PILE (TYP. OF

11, MAIN FLOATING DOCK AND FLOATING DOCK F)

L O

A T

I N

O C

G A

N G

W A

36"Ø STEEL BREAKWATER SUPPORT PILE

WITH 42"Ø STEEL PIPE BONNET (TYP.)

PERSONNEL GANGWAY

SHORE TIE (TYP.)

OVERHEAD LIGHT

OVERHEAD LIGHT ELECTRICAL LINE

SHORE TIE JUNCTION

BOX (TYP.)

SHORE TIE ELECTRICAL

LINE (TYP.)

A5 FLOATING DOCK PLAN

SCALE: 1" = 10'

10' 20'0

A1 REFUELING FLOATING DOCK PLAN

SCALE: 1" = 10'

10' 20'0

SUPPLEMENTAL

BUOYANCY BLOCK (TYP.)

STEEL FRAME

(TYP. FLOATING DOCKS A-E)

NEW YORK HARBOR

BOAT BASIN

MARGINAL FLOATS

16"Ø STEEL FLOATING DOCK

GUIDE PILE OVER 14" Ø STEEL PILE

(TYP. OF 6, FLOATING DOCKS A-E)

16"Ø STEEL FLOATING

DOCK GUIDE PILE (TYP.

OF 5, REFUELING

FLOATING DOCK)

16"Ø STEEL

SUPPORT PILE

(TYP.)

BULKHEAD

/SEAWALL

SHORE TIE

ELECTRICAL PANEL

SOUTH PIER

C-901

8'±

40'±

(TYP. FLOATING DOCK A-E)

6'± (TYP. FLOATING DOCK A-E)

8'±

48'±

8'±

24'±

6'±

C-901

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EXISTING FLOATING DOCK PLAN

SOLICITATION NO,: CONTRACT NO,:

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L O

A T

I N

O C

G A

N G

W A

A5 FLOATING DOCK PLAN

SCALE: 1" = 10'

10' 20'0

A1 REFUELING FLOATING DOCK PLAN

SCALE: 1" = 10'

10' 20'0

FLOATING DOCK E

R&S SHORE TIE

R&D SHORE TIE ELECTRICAL LINE TO JUNCTION BOX

R&D FLOATING DOCK

R&D STEEL FRAMES (2 EA)

R&D GUIDE PILE COATING (2 PILES EA) (OBI NO. 1)

MAIN FLOATING DOCK @ FLOATING DOCK D

R&D THRU-RODS AT STEEL FRAME (20 EA)

R&D PILE GUIDE FRAME (1 EA)

FLOATING DOCK D

R&S SHORE TIE

R&D SHORE TIE ELECTRICAL LINE TO JUNCTION BOX

R&D FLOATING DOCK

R&D STEEL FRAMES (2 EA)

R&D GUIDE PILE COATING (1 PILE EA) (OBI NO. 1)

FLOATING DOCK C

R&S SHORE TIE

R&D SHORE TIE ELECTRICAL LINE TO JUNCTION BOX

R&D FLOATING DOCK

R&D STEEL FRAMES (2 EA)

R&D GUIDE PILE COATING (1 PILE EA) (OBI NO. 1)

MAIN FLOATING DOCK @ FLOATING DOCK E

R&D THRU-RODS AT STEEL FRAME (20 EA)

MAIN FLOATING DOCK @ FLOATING DOCK C

R&D THRU-RODS AT STEEL FRAME (20 EA)

NEW YORK HARBOR

BOAT BASIN

FLOATING DOCK A

R&D THRU-RODS AT PILE

GUIDE FRAME (4 EA)

R&D PILE GUIDE FRAME (1 EA)

R&D GUIDE PILE COATING

(1 PILE EA) (OBI NO. 1)

CD201

BULKHEAD

/SEAWALL

REFUELING FLOATING DOCK (OBI NO. 3)

R&D PLASTIC RUBSTRIPS (160 LF)

R&D GANGWAY ROLLERS (2 EA)

S-502

MAIN FLOATING DOCK GENERAL

R&D TIMBER WALES (128 LF x 2)

R&D TIMBER RUBSTRIPS (90 LF), SEE

S-502

SOUTH PIER

MAIN FLOATING DOCK GENERAL

R&D TIMBER WALES (26 LF x 2)

R&D TIMBER RUBSTRIPS (26 LF), SEE

S-502

MAIN FLOATING DOCK GENERAL

R&D SPLIT, ROTTED, AND WEATHERED TIMBER

WALES (16 LF x 1 AND 32 LF x 1)

R&D IMPACTED TIMBER RUBSTRIP (40 LF), SEE

S-502

FLOATING DOCK B

R&D GUIDE PILE COATING

(1 PILE EA) (OBI NO. 1)

FLOATING DOCK A GENERAL

R&D OUTER TIMBER WALE (10 LF x 2)

R&D IMPACTED TIMBER RUBSTRIP

(10 LF x 2), SEE

S-502

NOTES:

1. IN ADDITION TO THOSE SPECIFIED TO BE REPLACED, REPLACE OTHER SEIZED

AND/OR DAMAGED THRU-RODS THROUGHOUT THE MAIN FLOATING DOCK AND

FLOATING DOCKS A, B, AND F AS DETERMINED FOLLOWING THE COMPLETION OF

THE FLOATING DOCK MAINTENANCE BY CG (50 EA ASSUMED). CONTRACTOR TO

PROVIDED EXCESS THRU-RODS NOT UTILIZED TO THE STA NEW YORK

ENGINEERING PETTY OFFICER FOR STORAGE/FUTURE USE.

2. A PORTION OF THE MAIN FLOATING DOCK EXISTING THRU-RODS AND STEEL

FRAMES CONNECTING FLOATING DOCKS C, D, AND E TO THE MAIN FLOATING

DOCK HAVE BEEN SEVERED AND/OR SEVERELY CORRODED. IN ADDITION,

FLOATING DOCKS C, D, AND E ARE LISTING TO VARIOUS DEGREES TOWARDS THE

SOUTH. SEE SHEET C-901 FOR PHOTOGRAPHS.

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10' 20'0

A1 REFUELING FLOATING DOCK PLAN

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10' 20'0

FLOATING DOCK E

F&I NEW FLOATING DOCK

F&I NEW STEEL FRAMES (2 EA)

REINSTALL EXISTING SHORE TIE

F&I NEW SHORE TIE ELECTRICAL LINE FROM JUNCTION BOX

RECOAT EX. GUIDE PILES (2 PILES EA) (OBI NO. 1)

F&I NEW GUIDE PILE SACRIFICIAL ANODES (2 ANODES EA) (OBI NO. 2)

MAIN FLOATING DOCK @ FLOATING DOCK D

F&I NEW THRU-RODS AT STEEL FRAME (20 EA)

F&I NEW PILE GUIDE FRAME (1 EA)

FLOATING DOCK D

F&I NEW FLOATING DOCK

F&I NEW STEEL FRAMES (2 EA)

REINSTALL EXISTING SHORE TIE

F&I NEW SHORE TIE ELECTRICAL LINE FROM JUNCTION BOX

RECOAT EX. GUIDE PILE (1 PILE EA) (OBI NO. 1)

F&I NEW GUIDE PILE SACRIFICIAL ANODE (1 ANODE EA) (OBI NO. 2)

FLOATING DOCK C

F&I NEW FLOATING DOCK

F&I NEW STEEL FRAMES (2 EA)

REINSTALL EXISTING SHORE TIE

F&I NEW SHORE TIE ELECTRICAL LINE FROM JUNCTION BOX

RECOAT EX. GUIDE PILE (1 PILE EA) (OBI NO. 1)

F&I NEW GUIDE PILE SACRIFICIAL ANODE (1 ANODE EA) (OBI NO. 2)

MAIN FLOATING DOCK @ FLOATING DOCK E

F&I NEW THRU-RODS AT STEEL FRAME (20 EA)

MAIN FLOATING DOCK @ FLOATING DOCK C

F&I NEW THRU-RODS AT STEEL FRAME (20 EA)

NEW YORK HARBOR

BOAT BASIN

FLOATING DOCK A

F&I NEW THRU-RODS (4 EA)

F&I NEW PILE GUIDE FRAME (1 EA)

RECOAT EX. GUIDE PILE

(1 PILE EA) (OBI NO. 1)

F&I NEW GUIDE PILE SACRIFICIAL

ANODE (1 ANODE EA) (OBI NO. 2)

REFUELING FLOATING DOCK (OBI NO. 3)

F&I NEW PLASTIC RUBSTRIPS (160 LF)

F&I GANGWAY ROLLER (2 EA)

MAIN FLOATING DOCK GENERAL

F&I NEW TIMBER WALES (128 LF x 2)

F&I NEW TIMBER RUBSTRIPS (90 LF), SEE

NOTES:

1. IN ADDITION TO THOSE SPECIFIED TO BE REPLACED, REPLACE OTHER SEIZED

AND/OR DAMAGED THRU-RODS THROUGHOUT THE MAIN FLOATING DOCK AND

FLOATING DOCKS A, B, AND F AS DETERMINED FOLLOWING THE COMPLETION OF

THE FLOATING DOCK MAINTENANCE BY CG (50 EA ASSUMED). CONTRACTOR TO

PROVIDED EXCESS THRU-RODS NOT UTILIZED TO THE STA NEW YORK

ENGINEERING PETTY OFFICER FOR STORAGE/FUTURE USE.

2. A TYPICAL REPLACEMENT THRU-ROD SHALL INCLUDE A

" THREADED ROD (FULL

FLOAT AND WALE WIDTH), (2) FW, (2) LW, AND (2) HHN AS SPECIFIED.

3. REPLACEMENT TIMBER WALES SHALL INCLUDE SHEAR PLATES AND SPLIT RINGS

AS SPECIFIED.

C-201

BULKHEAD

/SEAWALL

S-501

PULL BOX (TYP.

OF 2 PER FLOAT)

F&I NEW PILE GUIDE

FRAME (TYP. OF 4),

SEE

S-501

PLASTIC

RUBSTRIPS,

SEE

40'-0" (TYP.)

S-502

S-501

SOUTH PIER

E-501

MAIN FLOATING DOCK GENERAL

F&I NEW TIMBER WALES (16 LF x 1 AND 32 LF x 1)

F&I NEW TIMBER RUBSTRIP (40 LF), SEE

S-502

MAIN FLOATING DOCK GENERAL

F&I NEW TIMBER WALES (26 LF x 2)

F&I NEW TIMBER RUBSTRIPS (26 LF), SEE

S-502

FLOATING DOCK B

RECOAT EX. GUIDE PILE

(1 PILE EA) (OBI NO. 1)

F&I NEW GUIDE PILE

SACRIFICIAL ANODE

(1 ANODE EA) (OBI NO. 2)

GENERAL FLOATING DOCK A

F&I NEW OUTER TIMBER WALE (10 LF x 2)

F&I NEW TIMBER RUBSTRIP

(10 LF x 2), SEE

S-502

(TYP. OF 6 EA)

S-503

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text A

AutoCAD SHX Text J

AutoCAD SHX Text A

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SHEET ID

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REPAIR WATERFRONT

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STA NEW YORK

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STATEN ISLAND

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CIVIL

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STA NY MRG FLOATS

AutoCAD SHX Text C-101

AutoCAD SHX Text P16148458

AutoCAD SHX Text P16148458C-101

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P16148458C-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

AutoCAD SHX Text

DAVID J. ARPIN, PE

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DJA

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DJA

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DJA

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DJA

AutoCAD SHX Text 1:1

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAR 2022

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US COAST GUARD

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CIVIL ENGINEERING

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DESCRIPTION

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MARK

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EDITED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

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AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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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

FLOATING DOCK REPAIR AND REPLACEMENT PLAN

EX. MAIN

FLOATING

DOCK TO

REMAIN

APPROX. EX. MUDLINE,

EL. VARIES

MHHW

EL. 5.06'

MLLW

EL. 0.00'

R&D GUIDE PILE COATING

(OBI NO. 1)

R&D

THRU-RODS

AT FRAME

R&D STEEL

FRAME

R&D FLOATING DOCK

R&D TIMBER

WALES AT

FRAME

CD101

TYPICAL FLOATING DOCK DEMOLITION ELEVATION

SCALE: 1 = 10'

-30

-20

-10

E L

E V

A T

I O

E E

L L

-40

10' 20'0

EX. BREAKWATER

TO REMAIN

-50

EX. MAIN FLOATING DOCK GUIDE

PILE TO REMAIN

R&D FLOATING DOCK

ELECTRICAL LINE TO

J-BOX

EX. J-BOX TO REMAIN

R&S SHORE TIE

R&D GUIDE PILE COATING

(OBI NO. 1)

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

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EDITED BY:

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DATE

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CHECKED BY:

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DRAWN BY:

AutoCAD SHX Text G

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

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 NEW YORK

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STATEN ISLAND

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CIVIL DEMOLITION

AutoCAD SHX Text

STA NY MRG FLOATS

AutoCAD SHX Text

CD201

AutoCAD SHX Text 16148458

AutoCAD SHX Text

P16148458CD201

AutoCAD SHX Text

P16148458CD201.DWG

AutoCAD SHX Text

CIVIL ENGINEERING UNIT PROVIDENCE

AutoCAD SHX Text

475 KILVERT ST., SUITE 100

AutoCAD SHX Text

WARWICK, RI 02886

AutoCAD SHX Text

DAVID J. ARPIN, PE

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DJA

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

MAR 2022

AutoCAD SHX Text

US COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

FLOATING DOCK DEMOLITION ELEVATION

EX. MAIN

FLOATING

DOCK

APPROX. EX. MUDLINE,

EL. VARIES

MHHW

EL. 5.06'

MLLW

EL. 0.00'

NEW

THRU-RODS

AT FRAME

NEW STEEL

FRAME

NEW TIMBER

WALES AT

FRAME

D5 C-102

TYPICAL FLOATING DOCK ELEVATION

SCALE: 1 = 10'

-30

-20

-10

E L

E V

A T

I O

E E

L L

-40

10' 20'0

EX. BREAKWATER

-50

F&I NEW SACRIFICIAL

ANODE (OBI NO. 2)

EX. J-BOX

NEW FLOATING DOCK

REINSTALL EX.

SHORE TIE

F&I NEW SACRIFICIAL

ANODE (OBI NO. 2)

RECOAT EX. GUIDE PILE

(OBI NO. 1)

EX. STEEL MAIN FLOATING

DOCK GUIDE PILE

F&I NEW SHORE TIE ELECTRICAL

LINE FROM JUNCTION BOX TO EX.

SHORE TIE, ROUTE THROUGH

NEW FLOATING DOCK INTERNAL

UTILITY CHASE

RECOAT EX. GUIDE PILE

(OBI NO. 1)

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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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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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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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REPAIR WATERFRONT

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CG STA NEW YORK

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STATEN ISLAND

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CIVIL

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STA NY MRG FLOATS

AutoCAD SHX Text C-201

AutoCAD SHX Text 16148458

AutoCAD SHX Text P16148458C-201

AutoCAD SHX Text

P16148458C-201.DWG

AutoCAD SHX Text

CIVIL ENGINEERING UNIT PROVIDENCE

AutoCAD SHX Text

475 KILVERT ST., SUITE 100

AutoCAD SHX Text

WARWICK, RI 02886

AutoCAD SHX Text

DAVID J. ARPIN, PE

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DJA

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

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ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

MAR 2022

AutoCAD SHX Text

US COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

FLOATING DOCK REPAIR AND REPLACEMENT ELEVATION

APPROX. EX. MUDLINE,

EL. VARIES

MHHW

EL. 5.06'

MLLW

EL. 0.00'

NEW

THRU-RODS

AT FRAME

NEW STEEL

FRAME

NEW TIMBER

WALES AT

FRAME

NEW ELECTRICAL LINE

NEW FLOATING DOCK

REINSTALL EX.

SHORE TIE

EX. MAIN

FLOATING

DOCK TO

REMAIN

APPROX. EX. MUDLINE,

EL. VARIES

MHHW

EL. 5.06'

MLLW

EL. 0.00'

EX. STEEL

FRAME

EX. FLOATING DOCK

D2 STEP 1: FLOATING DOCK ELEVATION

SCALE: 1 = 10'

10' 20'0

EX. BREAKWATER

EX. FLOATING DOCK

ELECTRICAL LINE

EX. J-BOX

EX. SHORE TIE

APPROX. EX. MUDLINE,

EL. VARIES

MHHW

EL. 5.06'

MLLW

EL. 0.00'

R&D

THRU-RODS

AT FRAME

R&D STEEL

FRAME

R&D FLOATING DOCK

R&D TIMBER

WALES AT

FRAME

D7 STEP 2: FLOATING DOCK ELEVATION

SCALE: 1 = 10'

10' 20'0

R&D FLOATING DOCK

ELECTRICAL LINE

R&S SHORE TIE

APPROX. EX. MUDLINE,

EL. VARIES

MHHW

EL. 5.06'

MLLW

EL. 0.00'

NEW SACRIFICIAL

ANODE (OBI NO. 2)

NEW SACRIFICIAL

ANODE (OBI NO. 2)

SEQUENCING NOTES:

1. COORDINATE WITH USCG FOR SCHEDULING DEMOLITION AND CONSTRUCTION.

2. COMPLETE ALL PRE-CONSTRUCTION REGULATORY NOTIFICATIONS REQUIRED BY THE PERMITS.

3. CALL DIG SAFELY NEW YORK A MINIMUM OF 72 HOURS PRIOR TO BEGINNING WORK.

4. MOBILIZE EQUIPMENT, MATERIALS, AND PERSONNEL TO THE SITE.

5. LOCATE AND MARK UTILITIES.

6. MOBILIZE ALL NEW FLOATING DOCK CONSTRUCTION MATERIALS TO THE SITE, INCLUDING BUT NOT LIMITED

TO THE FLOATING DOCKS, STEEL FRAMES, AND MISCELLANEOUS MATERIALS.

7. PREPARE FOR DEMOLITION AND CONSTRUCTION.

SEQUENCING NOTES:

1. R&S EXISTING SHORE TIES AND ANY OTHER ITEMS TO REMAIN.

2. R&D EXISTING FLOATING DOCKS, FRAMES, THRU RODS, AND OTHER MISCELLANEOUS ITEMS AS

REQUIRED.

3. REMOVE COATING ON EXISTING GUIDE PILES AS SPECIFIED (OBI NO. 1)

4. REMOVE REFUELING FLOATING DOCK PERIMETER RUB STRIPS AND GANGWAY ROLLER (OBI NO. 3).

SEQUENCING NOTES:

1. RECOAT GUIDE PILES (OBI NO. 1).

2. F&I GUIDE PILE SACRIFICIAL ANODES (OBI NO. 2).

3. F&I REFUELING FLOATING DOCK RUB STRIPS AND GANGWAY ROLLER (OBI NO. 3).

SEQUENCING NOTES:

1. F&I FLOATING DOCKS.

2. REINSTALL PREVIOUSLY STOCKPILED SHORE TIES AND OTHER STOCKPILED ITEMS.

3. FURNISH AND INSTALL NEW SHORE TIE ELECTRICAL LINES.

4. COMPLETE ALL POST-CONSTRUCTION REGULATORY NOTIFICATIONS REQUIRED BY THE PERMITS.

A2 STEP 3: FLOATING DOCK ELEVATION

SCALE: 1 = 10'

10' 20'0

A7 STEP 4: FLOATING DOCK ELEVATION

SCALE: 1 = 10'

10' 20'0

EX. 16"Ø STEEL FLOATING DOCK

GUIDE PILE OVER 14"Ø STEEL PILE

EX. 14"Ø STEEL MAIN FLOATING

DOCK GUIDE PILE TO REMAIN

REMOVE COATING PER

SPECIFICATIONS (OBI NO. 1)

REMOVE COATING PER

SPECIFICATIONS (OBI NO. 1)

RECOAT PER

SPECIFICATIONS (OBI NO. 1)

RECOAT PER

SPECIFICATIONS (OBI NO. 1)

EX. 16"Ø STEEL FLOATING DOCK

GUIDE PILE OVER 14"Ø STEEL PILE

GENERAL NOTE:

1. FOR SCHEDULING PURPOSES, THE CONTRACTOR SHALL ASSUME THAT WORK

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

FLOATING DOCK E, REFUELING FLOATING DOCK, ETC.) IN ORDER TO MINIMIZE

IMPACTS TO STATION OPERATIONS. THE COMPLETION OF WORK ON MULTIPLE

FLOATING DOCKS AT ONE TIME MAY BE PROPOSED BY THE…

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File details come from the government source that posted it. Updated Jul 14, 2022.