3c Drawing P16191810.pdf

PDF 15 MB Posted Oct 31, 2024

Attached to: REPAIR BUOY YARD Federal contract opportunity
Solicitation number: 70Z0G125BSYN00190
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Oct 31, 2024

This document appears to be a Solicitation for a construction project to repair and upgrade the Buoy Yard for the U.S. Coast Guard. The key details are:

The scope of work includes conducting a topographic survey, relocating storage sheds/containers, demolishing the HAZMAT area and perimeter fencing, stripping and reusing existing surface treatments, repairing and regrading the area, installing new asphalt and concrete pavement, replacing perimeter fencing, and reinstalling the storage sheds/containers. The work will be performed in two phases to maintain USCG access during construction. The project has a planned mobilization start date of April 2025 at the earliest. This is a construction (service) requirement, not part of the USCG Standardization Program, issued by the Department of Homeland Security U.S. Coast Guard.

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Other files for this federal contract opportunity

Other files attached to REPAIR BUOY YARD, newest first.
File	Type	Posted
17.a ABSTRACT OF OFFERS IFB 70Z0G125BSYN00190.pdf	PDF	Dec 10, 2024
12i SF30 - Amendment 00009.pdf	PDF	Dec 2, 2024
12g SF30 - Amendment 00008 11-29-24.pdf	PDF	Nov 29, 2024
12f SF30 - Amendment 00007.pdf	PDF	Nov 21, 2024
12f Attachment 1 - List of Attendees (Amendment 00006).pdf	PDF	Nov 15, 2024
12f SF30 - Amendment 00006.pdf	PDF	Nov 15, 2024
12e SF30 - Amendment 00005.pdf	PDF	Nov 13, 2024
12d SF30 - Amendment 00004.pdf	PDF	Nov 13, 2024
12c SF30 - Amendment 00003.pdf	PDF	Nov 8, 2024
12b SF30 - Amendment 00002.pdf	PDF	Nov 7, 2024
12b SF30 - Amendment 00001.pdf	PDF	Nov 5, 2024
3c Specifications.pdf	PDF	Oct 31, 2024
7n Wage Determination NJ20230054 9-6-24.pdf	PDF	Oct 31, 2024
SF24-23a Bid Bond Form.pdf	PDF	Oct 31, 2024
12a IFB 70Z0G125BSYN00190.pdf	PDF	Oct 31, 2024

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CG ANT NEW YORK

BAYONNE, HUDSON COUNTY, NEW JERSEY

16191810 REPAIR BUOY YARD (FY24 CPOP)

VICINITY MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

U.S. COAST GUARD

CIVIL ENGINEERING

CEU PROVIDENCE

ANT NEW YORK

PROJECT LOCATION

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

CD101 05 CIVIL DEMOLITION BUOY YARD DEMO PLAN

C-101 06 CIVIL BUOY YARD REPAIR PLAN

C-401 07 CIVIL CONCRETE PAVEMENT JOINT PLAN

C-501 08 CIVIL EROSION CONTROL DETAILS

C-502 09 CIVIL CONCRETE PAVEMENT DETAILS

C-503 10 CIVIL ASPHALT PAVEMENT DETAILS

C-504 11 CIVIL FENCE DETAILS - 1

C-505 12 CIVIL FENCE DETAILS - 2

C-506 13 CIVIL MISCELLANEOUS DETAILS

C-901 14 CIVIL SITE PHOTOGRAPHS - 1

C-902 15 CIVIL SITE PHOTOGRAPHS - 2

E-501 16 ELECTRICAL ELECTRICAL DETAILS

PROJECT DESCRIPTION:

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE ALL SUPERVISION,

LABOR, EQUIPMENT, AND MATERIAL NECESSARY TO PERFORM THE FOLLOWING WORK:

BASE BID WORK:

PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS TO PERFORM A TOPOGRAPHIC

SURVEY AND PREPARE THE SPECIFIED GRADING PLAN; TEMPORARILY RELOCATE/DEMO

STORAGE SHEDS/CONTAINERS; DEMO THE HAZMAT AREA; DEMO PERIMETER FENCING

AND VEGETATION; STRIP AND STOCKPILE RCA AND RAP SURFACE TREATMENTS FOR

REUSE; STRIP EXISTING ASPHALT AND REMOVE; REGRADE THE REPAIR AREA PER THE

APPROVED GRADING PLAN; COMPACT THE SUBGRADE; DEMO AND RELOCATE THE

STORAGE CONTAINER UNDERGROUND ELECTRICAL SERVICE; PLACE GEOTEXTILE AND

GEOGRID REINFORCEMENT; BACKFILL WITH COMPACTED IMPORTED BASE COURSE AND

GRADE; INSTALL ASPHALT AND CONCRETE PAVEMENT; INSTALL STOCKPILED RCA AND

RAP SURFACES; INSTALL REPLACEMENT PERIMETER FENCING AND HAZMAT FENCING;

LOAM AND SEED DISTURBED AREAS; AND REINSTALL STORAGE SHEDS/CONTAINERS AS

SPECIFIED AND SHOWN IN THE CONTRACT DOCUMENTS.

THE PROJECT IS SPECIFIED TO BE COMPLETED IN TWO (2) PHASES IN ORDER TO

FACILITATE CONTINUOUS USCG ACCESS TO THE BUOY YARD EQUIPMENT LAYDOWN AND

STORAGE AREA (SEE DRAWINGS FOR FURTHER DETAILS). MOBILIZATION SHALL NOT

OCCUR PRIOR TO APRIL 2025. IN ADDITION, SITE WORK SHALL NOT BE PERMITTED

DURING THE MONTH OF OCTOBER. REFER TO 01 14 00, WORK RESTRICTIONS FOR

ADDITIONAL DETAILS.

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REPAIR BUOY YARD (FY24 CPOP)

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CG ANT NEW YORK

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BAYONNE

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GENERAL

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COVER SHEET

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BUOY YARD

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P16191810G-001.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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1DD

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MICHAEL P. CAROSOTTO, PE

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MICHAEL P. CAROSOTTO, PE

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DAVID C. DILL

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAY 2024

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U.S. 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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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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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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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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ANT NEW YORK

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BLOCK

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ISLAND

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PA.

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AutoCAD SHX Text NOTES: : 1. MAPPING FROM NOAA NAVIGATION CHART 12327, 109 EDITION, LAST MAPPING FROM NOAA NAVIGATION CHART 12327, 109 EDITION, LAST CORRECTED OCTOBER 2020. 2. ALL SOUNDING DEPTHS ARE SHOWN IN FEET AT MEAN LOWER LOW WATER.ALL SOUNDING DEPTHS ARE SHOWN IN FEET AT MEAN LOWER LOW WATER.

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

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SCALE: AS NOTED

TRUE NORTH DIRECTION

ABBREVIATIONS

ALT ALTERNATE

APPROX. APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

BBI BASE BID ITEM

BMP BEST MANAGEMENT PRACTICES

BTM BOTTOM

BWTN BETWEEN

CEU CIVIL ENGINEERING UNIT

CJ CONTRACTION JOINT

CL CENTER LINE

CLR CLEAR

COMM COMMUNICATIONS

CONC CONCRETE

CONSTR JTCONSTRUCTION JOINT

CONT CONTINUOUS

CONT'D CONTINUED

COR CONTRACTING OFFICER REPRESENTATIVE

DGA DENSE-GRADED AGGREGATE

DIA/Ø DIAMETER

DIM DIMENSION

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELECTRICAL

ELEV ELEVATION

EPC EPOXY COATED

EQ EQUAL

ES EACH SIDE

EX EXISTING

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

NE NORTH EAST

NIC NOT IN CONTRACT

NO. NUMBER

NTS NOT TO SCALE

NW NORTH WEST

NJDOT NEW JERSEY DEPARTMENT OF TRANSPORTATION

OC ON CENTER

OCEW ON CENTER EACH WAY

OBI OPTIONAL BID ITEM

OD OUTSIDE DIAMETER

PCF POUNDS PER CUBIC FOOT

P&M PROTECT AND MAINTAIN

PL PLATE

PSI POUNDS PER SQUARE INCH

PYRO PYROTECHNICS STORAGE

QTY QUANTITY

R&D REMOVE AND DISPOSE

R&R REMOVE AND REINSTALL

R&S REMOVE AND STOCKPILE

RAP RECYCLED ASPHALT PAVEMENT

RCA RECYCLED CONCRETE AGGREGATE

REF REFERENCE

REQ'D REQUIRED

RPUID REAL PROPERTY UNIQUE IDENTIFIER

S SOUTH

SE SOUTH EAST

SF SQUARE FEET

SPECS SPECIFICATIONS

SQ SQUARE

STA STATION

STD STANDARD

STL STEEL

S&D STRIP AND DISPOSE

S&S STRIP AND STOCKPILE

SW SOUTH WEST

T&B TOP & BOTTOM

TYP TYPICAL

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

PLAN VIEW TITLE SAMPLE

SCALE: AS NOTED

INDICATES REFERENCE QUADRANT SHEET LOCATION

NOTES:

1. THE ELEVATION DATA SHOWN ABOVE WAS OBTAINED FROM

THE U.S. DEPARTMENT OF COMMERCE, NATIONAL OCEANIC

AND ATMOSPHERIC ADMINISTRATION (NOAA), NATIONAL

OCEAN SERVICE, FROM :

STATION ID: 8518750

LOCATION: THE BATTERY, NY

LATITUDE: 40° 42.0' N

LONGITUDE: 74° 0.9' W

EL. -2.77'

EL. -2.57'

EL. -0.20'

EL. 0.00'

EL. 1.96'

EL. 2.28'

EL. -0.30'

MLLW

MLW

MSL

NAVD 88

MHW

MHHW

TIDAL RANGE = 4.53'

EL. 0.00'

EL. 0.20'

EL. 2.57'

EL. 2.77'

EL. 4.73'

EL. 5.05'

EL. 2.47'

NAVD 88MLLW

E8 VERTICAL DATUM CONVERSION DIAGRAM

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MTL

INDICATES REFERENCE

QUADRANT SHEET LOCATION

INDICATES DIRECTION AND

DATE PHOTO WAS TAKEN

X# X-#

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ORITENTATION, DATE

INDICATES PHOTO DESCRIPTION

INDICATES SHEET WHERE PHOTO

LOCATION IS DOCUMENTED

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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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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 BUOY YARD (FY24 CPOP)

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CG ANT NEW YORK

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BAYONNE

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GENERAL

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LEGEND & ABBREVIATIONS

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BUOY YARD

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P16191810G-002.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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1DD

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAY 2024

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US COAST GUARD

CIVIL ENGINEERING

GENERAL NOTES:

1. THE SITE IS LOCATED IN BAYONNE, HUDSON COUNTY, NEW JERSEY.

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 NEW JERSEY ONE CALL 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 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.

11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEVELOP CONSTRUCTION PROCEDURES AND

SEQUENCING TO ENSURE 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.

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

DAILY OPERATIONS OF USCG ANT NEW YORK. REFER TO THE CONSTRUCTION SEQUENCING

NOTES FOR ADDITIONAL REQUIREMENTS.

13. 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.

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

ORIGINAL CONDITION BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.

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

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

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

AND TORCH CUTTING.

17. 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 ALL DRAWINGS.

18. 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.

19. 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.

LAYOUT:

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

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

CONSTRUCTION IN ORDER TO ESTABLISH AND MAINTAIN ALL GRADES AND ELEVATIONS IN

ACCORDANCE WITH THE PLANS, SPECIFICATIONS, AND APPROVED SUBMITTALS.

TEMPORARY ENVIRONMENTAL CONTROLS:

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

ENVIRONMENTAL CONTROLS.

EXISTING CONDITIONS:

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

DECONSTRUCTION.

ELECTRICAL:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 26 00 00.00 20, BASIC

ELECTRICAL MATERIALS AND METHODS AND 26 05 19.00 20, INSULATED WIRE AND CABLE.

EARTHWORK:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 31 05 19, GEOTEXTILE AND 31

05 21, GEOGRID SOIL REINFORCEMENT.

EXTERIOR IMPROVEMENTS:

1. ADHERE TO THE REQUIREMENTS OF THESE DRAWINGS AND SECTION 32 10 00, BITUMINOUS

CONCRETE PAVEMENT; 32 11 16, BASE AND SUBBASE COURSES FOR RIGID AND FLEXIBLE

PAVEMENT; 32 13 13.06, PORTLAND CEMENT CONCRETE PAVEMENT FOR SITE FACILITIES; 32 31 13, CHAIN LINK FENCES AND GATES; AND 32 92 19, SEEDING.

CONSTRUCTION SEQUENCING:

1. ANT 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 UNIT 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.

3. CONTRACTOR CONSTRAINTS TO SEQUENCING ARE AS FOLLOWS:

A. THE SITE TOPOGRAPHIC SURVEY, PROPOSED GRADING PLAN SUBMISSION, AND APPROVAL

SHALL BE COMPLETED AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE

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

TO MINIMIZE THE AMOUNT OF TIME THAT THE BUOY YARD ACCESS IS IMPEDED.

B. ANT NEW YORK BUOYS AND EQUIPMENT DISPLACED BY THE PROPOSED WORK WILL BE

TEMPORARILY STORED IN THE ANT NEW YORK BUOY YARD EQUIPMENT LAYDOWN AND

STORAGE AREA SHOWN ON THE DRAWINGS AND OTHER ADJACENT AREAS. THE CONTRACTOR

SHALL MAINTAIN OPEN ACCESS FOR ANT NEW YORK EQUIPMENT FROM ALL ACTIVE BUOY

STORAGE AREAS TO THE WATERFRONT AT ALL TIMES IN ORDER TO PREVENT ANY IMPACT TO

UNIT OPERATIONS.

C. THE PROJECT SHALL BE COMPLETED IN TWO (2) PHASES IN ORDER TO FACILITATE

CONTINUOUS UNIT ACCESS TO THE ANT NEW YORK BUOY YARD EQUIPMENT LAYDOWN AND

STORAGE AREA. REFER TO DRAWINGS V-101, CD101, C-101, AND C-401 FOR MORE DETAILS.

D. 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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DESCRIPTION

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MARK

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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 BUOY YARD (FY24 CPOP)

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CG ANT NEW YORK

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BAYONNE

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GENERAL

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GENERAL NOTES

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BUOY YARD

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P16191810G-003.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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1DD

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAY 2024

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US COAST GUARD

H/BH/BH/B

D1 D1

D2 D2 D2 D2 D2 D2

D1 D1

D2 D2 D2 D2

C CC

PPPP

D2 D2

W W W

WWW

PPPPP

D6 D8

ELECTRIC MANHOLEE MH

x x CHAIN LINK FENCE

ST STEP

TELEPHONE MANHOLE

WATER VALVES

GAS VALVE

MANHOLEMH

POLE

SIGN

FIRE HYDRANT

C5 OVERALL SITE PLAN

SCALE: 1" = 50'

50' 100'0

LEGEND:

LIMITS OF

DISTURBANCE (TYP.)

CONTRACTOR'S

STAGING AREA

(5,000 SF)

USCG ANT NEW YORK BUOY

YARD EQUIPMENT LAYDOWN

AND STORAGE AREA

PHASE 1 LIMITS, SEE NOTE 1

GENERAL NOTES:

1. CONSTRUCTION OF THE BUOY YARD SHALL BE PERFORMED IN TWO SEPARATE PHASES IN

ORDER TO PROVIDE CONTINUOUS USCG ACCESS TO THE BUOY YARD EQUIPMENT LAYDOWN

AND STORAGE AREA (SOUTHWEST CORNER OF BUOY YARD). PHASE 1 SHALL BE COMPLETED

FIRST AND SHALL INCLUDE ALL OF THE SPECIFIED WORK LOCATED WITHIN THE AREA OUTLINED

ON THIS DRAWING. USCG ACCESS TO THE REMAINING BUOY YARD SITE AREAS SHALL BE

MAINTAINED DURING PHASE 1, INCLUDING BUT NOT LIMITED TO THE FENCED HAZMAT STORAGE

AREA. FOLLOWING COMPLETION OF PHASE 1, ESTABLISH USCG ACCESS TO THE BUOY YARD

EQUIPMENT LAYDOWN AND STORAGE AREA VIA THE PHASE 1 WORK AREA, AND COMMENCE

WORK ON THE REMAINING PORTIONS OF THE PROJECT.

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EDGE OF PAVEMENT

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CHAIN LINK FENCE

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PARKING

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PARKING

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STORAGE YARD

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CHAIN LINK FENCE

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SHED

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SHED

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BUILDING

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CONTAINER

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(1-STORY)

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CONCRETE

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CRANE

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SIGNS

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HYD

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STOP

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SIGN

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POLE

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TRIP BOX

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FOR GATE

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FLAG

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FUEL

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TANK

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RAMP

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CONCRETE

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TEAM BUILDING

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PARKING

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XFMR

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HYD

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8"MH

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RAMP

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GARAGE

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(1-STORY)

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MAINTENANCE ASSIST

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RAMP

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PAVEMENT

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RAMP

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BUOY BOAT

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BUOY BOAT

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TUG BOAT

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TUG BOAT

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175' BUOY TENDER

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EDGE OF PAVEMENT

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FUEL

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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PARKING

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BUOY BOAT

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ASPHALT PAVEMENT

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ABANDONED 2" WATER LINE

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ASPHALT PAVEMENT

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140' ICEBREAKER

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BULKHEAD

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CONCRETE

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DOCK

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EXIST. SECURITY FENCE

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REMAINS OF WOOD

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140' ICEBREAKER

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EXIST. LOADING

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RAMP

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CAPPED

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CUTTER SUPPORT

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AutoCAD SHX Text E 605400

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LOT # 75

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CAPPED

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EXIST. 6" CLAY PIPE

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FLOW

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EXIST. FLOOD

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LIGHT

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EXIST. FLOOD

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LIGHT

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RIPRAP

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RIPRAP

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FUEL

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ANTENNA

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24" REINFORCED CONC PIPE W/ FLARED OUTLET

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SUBSTATION ESS-1

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SUBSTATION ESS-3

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CONC SLAB

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CONC SLAB

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CONC

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FUEL

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GEN

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PLTFRM

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TANK

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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RAMP

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SHED

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NEW YORK HARBOR

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GRAVEL SURFACE

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GRAVEL SURFACE

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GRAVEL SURFACE

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GRAVEL SURFACE

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT

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PAVEMENT

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ASPHALT

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CONTAINER

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CONT

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CONT

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CONTAINER

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CONTAINER

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CONTAINER

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MLW

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MHW

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BUILDING (2-STORY)

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FENCED HAZMAT STORAGE AREA

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DESCRIPTION

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MARK

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DATE

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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 BUOY YARD (FY24 CPOP)

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CG ANT NEW YORK

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BAYONNE

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MAPPING

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OVERALL SITE PLAN

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BOUY YARD

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P16191810V-101.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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1DD

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAY 2024

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US COAST GUARD

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CIVIL ENGINEERING

HYD

7.7 57.5

7.4 46.9

6.2

8.2

.29

5.4

6.1

7.5

7.9

7.6

7.2

7.1

.96

8.5

9.2

.06

.80

9.0

8.0

.64

.73

8.8

.64

.02

9.3

6.6

8.0

4.4

4.3

8.9

1.2

1.8

1.5

3.7

2.1

7.7

7.5

7.7

7.5

6.0

6.6

ILD

(1 S

CRANE

BUILDING

(1 STORY)

CUTTER SUPPORT

BUILDING

(TWO STORY)

PYRO

SHED

ANTENNAE

ON CONC.

SLAB

CONCRETE

PAD

"SUBSTATION"

FUEL TANK

CONCRETE

SLAB

BOLLARDS

BOLLARD

(TYPICAL

CONCRETE

CONCRETE GUARD RAIL

BOLLARD

(TYPICAL

BOLLARD

(TYPICAL

10' BARBED WIRE CHAIN LINK FENCE

' B

D W

LIN

10' BARBED WIRE CHAIN LINK FENCE

8' BARBED WIRE CHAIN LINK FENCE

8' CHAIN LINK FENCE

7' CHAIN LINK FENCE

STORM MH

RIM 9.72

"B" INLET

GR. 13.20

WEATHER

STATION

GUARD RAIL

F.F.E. 8.20

SILL ELEV. 8.09

SILL ELEV. 8.11

F.F.E. 8.10

FUEL TANK CONCRETE SLAB

GENERATOR

ON CONCRETE

SLAB

CONCRETE CURB

ASPHALT DRIVEWAY

FENCED HAZMAT

STORAGE AREA

MH NOT FOUND IN THE FIELD. SEE NOTE 4.

BENCHMARK

MAG NAIL

N: 669902.51' E: 605841.15' Elev: 6.87' (NAVD88)

SHED

CONTAINER

CONCRETE

PAD

CONCRETE

PAD

STORM DRAIN E-INLET

GR. 6.57

INV. 3.14

EDGE OF WATER

OBSERVED 11AM, 3/15/23

MEAN LOW

WATER LINE

MEAN HIGH

WATER LINE

LP LP LP

7.3 4 6.9

7.4

6.7

7.2

7.5

7.6

7.5

7.6

7.3

7.2

7.4

7.3 3 7.6

6.9

7.9

7.6

7.1

6.9

7.7 5 7

.38 6.9

6.9

7.5 7 7.7

7.4

7.8

7.5

7.4

7.7

7.2

7.1

7.6

8.0

7.0

7.1

7.2

7.7

7.0

7.3 9 7.4

6.7 1 7.0

5 7.0

SF SF SF SF SF SF SF SF SF SF SF SF SF SF

SF SF

SF SF SF

SF SF

CONTAINERCO

BINS

CONT

GRAVEL SURFACEGRASS

ASPHALT PAVEMENT ASPHALT PAVEMENT

ASPHALT PAVEMENT

RCA SURFACE

RAP SURFACE

ASPHALT PAVEMENT

STONE GABION SLOPE

EX EDGE OF PAVEMENT

EX EDGE OF

PAVEMENT

EX EDGE OF PAVEMENT EX EDGE OF PAVEMENT EX EDGE OF PAVEMENT

EX EDGE OF PAVEMENT

EX EDGE OF RAP

RAP SURFACE

GRASS

VEGETATION

NEW YORK HARBOR

AUTOMATED

SECURITY GATE

EX EDGE OF RCA

GRASS

PANELE E

LIMIT OF DISTURBANCE

SILT FENCESF SF

PAVEMENT R&D AREA

EX. MAJOR CONTOUR

EX. MINOR CONTOUR

EX. TOP OF BANK

EX. FENCE

EX. STORMWATER LINE

EX. SANITARY LINE

EX. ELECTRIC LINE

EX. WATER VALVE

EX. WATER UTILITY LINE

EX. MEAN HIGH WATER LINE

EX. EDGE OF WATER

EX. MEAN LOW WATER LINE

INLET PROTECTION

PAVEMENT SAW-CUT LINE

EX. EDGE OF PAVEMENT

VEGETATION R&D AREA

EX. UNKNOWN UNDERGROUND UTILITYUK

TEMPORARY SECURITY FENCE

EX. ELECTRIC BOXE

EX. ELECTRIC MANHOLEE

G R

E 1%

, S

N O

B5 BUOY YARD DEMO PLAN

SCALE: 1" = 30'

30' 60'0

R&D EX ASPHALT PAVEMENT

SAW CUT CLEAN EDGE IN

EX ASPHALT PAVEMENT

SAW CUT CLEAN EDGE IN

EX ASPHALT PAVEMENT

RADE SUBG

RADE

1% M

IN, SEE NO

TE 3

GRADE SUBGRADE

1% MIN, SEE NOTE 3

S&S EX RCA,

SEE NOTE 2

S&S 6" EX RAP FOR REUSE

CLEAR AND GRUB EX. VEGETATION AS REQ'D,

S&S EX TOPSOIL FOR REUSE, AND CUT GRADE AS

REQ'D FOR SUBGRADE DRAINAGE

P&M EX CONC

R&D EX CONC PADS (2 EA)

AND HAZMAT FENCE

R&S CONTAINERS (6 EA) AND SOLAR PANEL

ARRAY (1 EA, 5'x15'±), P&M EL COMPONENTS

R&D PYRO SHEDS (2 EA)

GENERAL NOTES:

1. FOR BIDDING PURPOSES, ASSUME THAT THE ASPHALT PAVEMENT TO BE R&D IS APPROXIMATELY 6" THICK.

2. THE RCA SURFACE (SEE PLAN B5 BETWEEN THE CUTTER SUPPORT BUILDING AND CRANE BUILDING) CONSISTS OF APPROXIMATELY 13" RCA ABOVE A GEOGRID AND GEOTEXTILE FABRIC SEPARATION LAYER. REMOVE AND STOCKPILE RCA FOR REUSE. REMOVE AND DISPOSE GEOGRID AND GEOTEXTILE FABRIC.

3. FOLLOWING R&D OF PAVEMENT, S&S OF RCA AND RAP, AND S&D OF TOPSOIL, GRADE THE BUOY YARD SUBGRADE TO A MINIMUM OF 1% TOWARDS THE NORTH AND

TOWARDS THE CATCH BASIN IN ACCORDANCE WITH THE APPROVED GRADING PLAN SUBMITTAL.

4. USCG ANT NY PERSONNEL WILL EMPTY THE CONTENTS OF THE HAZMAT CONTAINERS, SHEDS, AND MISC. CONTAINERS PRIOR TO CONTRACTOR R&S. PROVIDE A MINIMUM OF 30 DAYS' NOTICE PRIOR TO R&S TO ALLOW SUFFICIENT TIME TO RELOCATE CONTENTS. RELOCATE CONTAINERS, SHEDS, AND MISC. CONTAINERS TO AN ON

SITE LOCATION PER KO DIRECTION.

5. PRIOR TO COMMENCING ANY DEMOLITION WORK, THE CONTRACTOR SHALL INSTALL PROPER SEDIMENT AND EROSION CONTROLS AS SHOWN. REFER TO C-501 FOR

FURTHER DETAILS.

6. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE UNKNOWN UNDERGROUND UTILITY AS REQUIRED TO ALLOW FOR REGRADING, BASE COURSE INSTALLATION, AND PAVEMENT INSTALLATION. THE UNDERGROUND UTILITY CONSISTS OF CONCRETE ENCASED CONDUIT AND ITS EXTENT IS UKNOWN. THE CONTRACTOR SHALL LOCATE THE EXTENTS OF THE UTILITY AS PART OF THE PRECONSTRUCTION UTILITY SCAN AND VERIFY THAT THE UTILITY IS INACTIVE PRIOR TO REMOVAL. ASSUME 150

LF (MIN) OF REMOVAL AND DISPOSAL REQUIRED FOR BIDDING PURPOSES.

S&D 6" EX TOPSOIL

R&D CONTAINER EL BOXES AND UNDERGROUND

EL CONDUIT AND WIRE BACK TO MH

P&M LIGHT POLE, R&D GUARD RAIL

R&D SLAB

R&D NORTH PERIMETER FENCE AS

REQ'D FOR REGRADING (350 LF MIN)

P&M PARKING

BOLLARD (TYP.)

P&M PARKING BOLLARDS

AND SECURITY GATE

P&M FENCED ELECTRICAL AREA

P&M LIGHT POLE

AND GUARD RAIL

R&D PARKING

BOLLARDS (TYP. OF 4)

LEGEND:

SURVEY NOTE:

1. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS

OBTAINED IN THE FIELD BY MOTT MACDONALD ON

MARCH 15, 2023.

F1 C-901

F3,F5 C-901

F7 C-901

B9 C-901

D1,D3 C-901

A9 C-901

D5 C-901

D7 C-901

D9 C-901

B1 C-901

B3 C-901

B5 C-901

B7 C-901

A1 C-901

A3,A5 C-901

A7 C-901

F9 C-901

F1 C-902

F3 C-902

F7 C-902

B9 C-902D1

C-902

D5 C-902

D7,D9 C-902

B1 C-902

B3 C-902

B5 C-902

B7 C-902

A1 C-902

A3 C-902

F9 C-902

F5 C-902

D3 C-902

R&D WOODEN SHED (2 EA)

R&D BINS

P&M INLET, PROVIDE

EROSION CONTROL

P&M SOUTH PERIMETER FENCE

R&D UNDERGROUND EL CONDUIT

BACK TO MH, REINSTALL EX WIRE

AND EL BOX AT NEW HAZMAT

CONTAINER LOCATION

USCG ANT NEW YORK BUOY YARD

EQUIPMENT LAYDOWN AND STORAGE AREA PHASE 1 LIMITS,

SEE GENERAL NOTE 1 ON DWG V-101

P&M WEATHER STATION

F&I SILT FENCE AND TEMPORARY SECURITY FENCE

PRIOR TO NORTH PERIMETER FENCE REMOVAL

R&D UNKNOWN

UTILITY, SEE NOTE 6

P&M

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DESCRIPTION

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MARK

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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 BUOY YARD (FY24 CPOP)

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CG ANT NEW YORK

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BAYONNE

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CIVIL DEMOLITION

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BUOY YARD DEMO PLAN

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BOUY YARD

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CD101

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AutoCAD SHX Text P16191810

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P16191810CD101.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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1DD

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAY 2024

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US COAST GUARD

ILD

(1 S

CRANE

BUILDING

(1 STORY)

CUTTER SUPPORT

BUILDING

(TWO STORY)ANTENNAE

ON CONC.

SLAB CO

CONCRETE

PAD

"SUBSTATION"

FUEL TANK

CONCRETE

SLAB

BOLLARDS

BOLLARD

(TYPICAL

CONCRETE

CONCRETE GUARD RAIL

BOLLARD

(TYPICAL

10' BARBED WIRE CHAIN LINK FENCE

' B

D W

LIN

10' BARBED WIRE CHAIN LINK FENCE

8' BARBED WIRE CHAIN LINK FENCE

7' CHAIN LINK FENCE

STORM MH

RIM 9.72

"B" INLET

GR. 13.20

WEATHER

STATION

FUEL TANK CONCRETE SLAB

GENERATOR

ON CONCRETE

SLAB

CONCRETE CURB

ASPHALT DRIVEWAY

MH NOT FOUND IN THE FIELD. SEE NOTE 4.

BENCHMARK

MAG NAIL

N: 669902.51' E: 605841.15' Elev: 6.87' (NAVD88)

STORM DRAIN E-INLET

GR. 6.57

INV. 3.14

EDGE OF WATER

OBSERVED 11AM, 3/15/23

MEAN LOW

WATER LINE

MEAN HIGH

WATER LINE

7.75

8.00

7.50

7.25

7.00

6.75

6.50

6.25

6.00

8.00

7.25

7.50

7.75

7.757.50 7.25

7.00 6.75

SF SF SF SF SF SF SF SF SF SF SF SF SF SF

SF SF

SF SF SF

SF SF

GRAVEL SURFACE

GRASS

ASPHALT PAVEMENT

STONE GABION SLOPE

EX EDGE OF PAVEMENT EX EDGE OF PAVEMENT EX EDGE OF PAVEMENT

EX EDGE OF PAVEMENT

7.00

6.75

6.50

6.25

6.00 5.75

5.50

5.25

5.00

4.75

NEW YORK HARBOR

LP LP LP

NTCONTAINERCO

7.50

7.25

PANEL

A5 C-101

C5 BUOY YARD REPAIR PLAN

SCALE: 1" = 30'

30' 60'0

E 1%

F&I ASPHALT PAVEMENT TRANSITION

BETWEEN NEW CONCRETE PAVEMENT AND

EXISTING ASPHALT PAVEMENT (785 SY ±)

F&I CONCRETE

PAVEMENT (5,350 SY ±)

F&I ASPHALT PAVEMENT TRANSITION

BETWEEN NEW CONCRETE PAVEMENT

AND EXISTING ASPHALT PAVEMENT

F&I 8" OF STOCKPILED

ONSITE RAP AND RCA

PLACE 4" STOCKPILED LOAM AT

DISTURBED AREAS AND SEED

E 1%

O C

PROVIDE 1% MIN

SLOPE TO CBPRO

VIDE 1%

SLO

REINSTALL EL BOX AT NEW CONTAINER LOCATION, F&I

UNDERGROUND EL CONDUIT FROM EX EL MANHOLE

TO EL BOX, AND REINSTALL EX. WIRE WITHIN

F&I PARKING BOLLARDS

AROUND LIGHT POLE

(TYP. OF 4 @ 5' SPACING), SEE

REPAIR EXISTING POTHOLE

WITH ASPHALT PATCH (10 SF)

F&I REPLACEMENT 10' PERIMETER

FENCE W/ TOP GUARD (350 LF MIN)

F&I 8' FENCED HAZMAT AREA WITH 10'

WIDE DOUBLE ENTRANCE GATE,

INSTALL STOCKPILED CONTAINERS

AND SHEDS WITHIN AND ADJACENT

PER KO DIRECTION

100 125 150 175 20075

N , F

DISTANCE, FT

25 500

MHW

EL. 1.96'

MLW

EL. -2.57'

A5 BUOY YARD REPAIR SECTION

SCALE: 1/8" = 1'-0"

8' 16'0

PROPOSED GRADE,

PLACE 4" STOCKPILED LOAM

AND SEED

EXISTING GRADE

F&I REPLACEMENT 10' PERIMETER

FENCE W/ TOP GUARD (350 LF MIN)

6" IMPORTED COMPACTED BASE COURSE

REGRADED AND

COMPACTED SUBGRADE

GEOGRID, PROVIDE OVERLAP AT ALL SEAMS PER

MANUFACTURER'S RECOMMENDATIONS, 24" MIN

GEOTEXTILE, PROVIDE OVERLAP AT ALL SEAMS PER

MANUFACTURER'S RECOMMENDATIONS, 24" MIN

8" REINFORCED CONCRETE PAVEMENT

PROVIDE 1% MIN

SLOPE

1% MIN

EXISTING GRADE

280'-0"

EXTEND ASPHALT PAVEMENT

TO EX. EDGE OF PAVEMENT

EXTEND ASPHALT PAVEMENT

TO EX. END OF FENCE

10'-0"

MIN

PROVIDE 12" OFFSET BETWEEN EDGE

OF PAVEMENT AND FENCE (TYP.)

F&I PARKING BOLLARDS AT

ENTRANCE (TYP. OF 4), SEE

PROVIDE 1% MIN

SLOPE

P&M SOUTH

PERIMETER FENCE

GENERAL NOTES:

1. CONTOURS SHOWN ARE CONSIDERED APPROXIMATE. THE CONTRACTOR'S FINAL PROPOSED

GRADING PLAN SHALL BE SUBMITTED TO THE COR FOR APPROVAL. REFER TO SECTION 32 13

13.06, PORTLAND CEMENT CONCRETE PAVEMENT FOR SITE FACILITIES FOR ADDITIONAL DETAILS.

EXISTING

VEGETATION

TO REMAIN

24'-0"

70'-0"

83'-9"±

F&I ENTRANCE

RAMP, SEE A4

C-506

E6 C-506

12'

USCG ANT NEW YORK BUOY YARD

EQUIPMENT LAYDOWN AND STORAGE AREA

PHASE 1 LIMITS, SEE

GENERAL NOTE 1 ON V-101

INSTALL EX SOLAR PANEL ARRAY ON CONTAINER

AutoCAD SHX Text E

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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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REPAIR BUOY YARD (FY24 CPOP)

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CG ANT NEW YORK

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BAYONNE

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CIVIL

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BUOY YARD REPAIR PLAN

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BOUY YARD

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P16191810C-101.DWG

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CIVIL ENGINEERING UNIT PROVIDENCE

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475 KILVERT ST., SUITE 100

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WARWICK, RI 02886

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DAVID J. ARPIN, PE

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1DA

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1DA

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1DA

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1DD

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAY 2024

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US COAST GUARD

CRANE

BUILDING

(1 STORY)

CUTTER SUPPORT

BUILDING

(TWO STORY)ANTENNAE

ON CONC.

SLAB CO

FUEL TANK

CONCRETE

SLAB

BOLLARDS

CONCRETE

BOLLARD

(TYPICAL

8' BARBED WIRE CHAIN LINK FENCE

7' CHAIN LINK FENCE

7' CHAIN LINK FENCE EX EDGE OF PAVEMENT

LP LP

PANEL

CRANE

BUILDING

(1 STORY)

CUTTER SUPPORT

BUILDING

(TWO STORY)ANTENNAE

ON CONC.

SLAB C6 CONCRETE PAVEMENT JOINT PLAN

SCALE: 1" = 30'

30' 60'0

280'-0"

4'-8" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 15'-4"

196'-9"

20'-0"

16'-9"

CONSTR

C J

C O

C J

EJC

C J

C O

J T

C J

EJC

C O

R J

C J

F&I CONCRETE PAVEMENT

(5,350 SY ±)

F&I ASPHALT PAVEMENT TRANSITION

BETWEEN NEW CONCRETE PAVEMENT

AND EXISTING ASPHALT PAVEMENT

F&I ASPHALT PAVEMENT TRANSITION

BETWEEN NEW CONCRETE PAVEMENT

AND EXISTING ASPHALT PAVEMENT

P&M STORM DRAIN

E-INLET

F&I 8" OF STOCKPILED

ONSITE RAP AND RCA

GENERAL NOTES:

1. THE CONTRACTOR SHALL SUBMIT ITS PROPOSED CONCRETE POUR SEQUENCING PLAN TO THE

COR FOR APPROVAL. THE PLAN SHALL BE IN ACCORDANCE WITH 32 13 13.06, PORTLAND

CEMENT CONCRETE PAVEMENT FOR SITE FACILITIES AND INCLUDE THE PROPOSED

CONSTRUCTION JOINT LOCATIONS.

A1 SUGGESTED POUR SEQUENCING PLAN

SCALE: 1" = 30'

30' 60'0

SUGGESTED POUR

SEQUENCING NUMBER

CONSTR

PHASE 1 LIMITS,

SEE GENERAL NOTE 1 ON DWG V-101

USCG ANT NEW YORK BUOY YARD

EQUIPMENT LAYDOWN AND STORAGE AREA

PHASE 1 LIMITS,

SEE GENERAL NOTE 1 ON DWG V-101

POUR LIMITS CORRESPONDING

TO JOINT LOCATIONS (TYP.)

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MARK

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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 BUOY YARD (FY24 CPOP)

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CG ANT NEW YORK

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BAYONNE

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CIVIL

AutoCAD SHX Text

CONCRETE PAVEMENT JOINT PLAN

AutoCAD SHX Text

BOUY YARD

AutoCAD SHX Text C-401

AutoCAD SHX Text 16191810

AutoCAD SHX Text P16191810

AutoCAD SHX Text

P16191810C-401.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

1DA

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1DA

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1DA

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1DD

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AS SHOWN

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ISSUED FOR CONSTRUCTION

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MAY 2024

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US COAST GUARD

NOTES:

1. INSTALL IN-BASIN BAG FILTER AT ALL CATCH

BASINS LOCATED WITHIN THE LIMITS OF

DISTURBANCE IN ACCORDANCE WITH THE

MANUFACTURER'S INSTRUCTIONS.

2. REMOVE ACCUMULATED SEDIMENTS IN

ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

IN-BASIN

BAG FILTER

ANCHOR BAG BETWEEN CATCH

BASIN FRAME AND GRATE

CATCH BASIN

FINISH GRADE

OR SUBGRADE

SEDIMENT

CONTROL

WATTLE

EXIST OR

FINISH GRADE

(DOWNHILL)

OVERLAP

SEDIMENT

CONTROL WATTLE

ENDS 1'-0" MIN

NOTES:

1. SEDIMENT CONTROL WATTLES SHALL BE MANUFACTURED FOR THE PURPOSE OF

TEMPORARY SEDIMENT CONTROL AND INSTALLED ACCORDING TO THE

MANUFACTURERS RECOMMENDATIONS.

2. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 2" IN DEPTH.

3. SEDIMENT CONTROL WATTLES SHALL REMAIN IN PLACE UNTIL ALL AREAS ARE

STABILIZED. REMOVE AFTER AREAS ARE STABILIZED.

SECURE SEDIMENT CONTROL WATTLES WITH CONCRETE BLOCKS IN LOCATIONS

WHERE WATTLE FAILS TO REMAIN IN PLACE DUE TO HYDRAULIC FORCE.

DISTURBED AREA

(UPHILL)

8" MIN DIA SEDIMENT CONTROL

WATTLE FILLED WITH EROSION

CONTROL MIX

DIRECTION OF FLOW

STRAW BALE OR WADDLE

(AT LIMIT OF DISTURBED AREAS), SEE D4

C-501

A. GENERAL NOTES

1. DURING CONSTRUCTION AND THEREAFTER, PROVIDE EROSION CONTROL MEASURES AS INDICATED AND SPECIFIED. EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NEW JERSEY DEPARTMENT OF TRANSPORTATION SOIL EROSION AND SEDIMENT

CONTROL STANDARDS (2008 EDITION).

2. TEMPORARY EROSION CONTROL MEASURES INCLUDE THE USE OF EROSION CONTROL DEVICES AND PROVISIONS FOR STABILIZING

INACTIVE AREAS.

3. EROSION CONTROLS SHALL BE INSTALLED PRIOR TO BEGINNING REMOVALS AND EARTH MOVING OPERATIONS.

4. PROVIDE EROSION CONTROL MEASURES TO CONTROL EROSION AND SEDIMENTATION FROM THE PROJECT SITE. THE MEASURES INDICATED ON THE DRAWINGS ARE A MINIMUM TO BE PROVIDED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL MEASURES AS NECESSARY AND APPLICABLE TO CONTROL EROSION AND SEDIMENTATION FROM LEAVING THE SITE.

5. LIMIT AREAS OF EXPOSED SOILS TO THOSE AREAS THAT WILL ACTIVELY BE WORKED. PERMANENTLY STABILIZE ANY AREA OF DISTURBED SOIL BROUGHT TO FINAL GRADE WITHIN 72 HOURS. DISTURBED SOILS DO NOT INCLUDE COMPACTED BASE COURSES OR STRUCTURAL

FILLS USED FOR ROADS AND PARKING LOTS.

6. AN AREA SHALL BE CONSIDERED STABLE IF ONE OF THE FOLLOWING HAS OCCURRED:

A. BASE COURSE GRAVELS HAVE BEEN INSTALLED AND COMPACTED IN AREAS TO BE PAVED.

B. A MINIMUM OF 3 INCHES OF NON-EROSIVE MATERIAL SUCH AS STONE OR RIPRAP HAS BEEN INSTALLED.

7. ROADWAYS AND PARKING LOTS SHALL BE STABILIZED WITHIN 72 HOURS OF ACHIEVING FINISHED GRADE.

B. INSPECTION AND MAINTENANCE

1. INSPECT DISTURBED AND IMPERVIOUS AREAS, EROSION CONTROL MEASURES, AREAS USED FOR STORAGE THAT ARE EXPOSED TO PRECIPITATION, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE PROJECT AREA AT LEAST ONCE A WEEK AND BEFORE AND AFTER EACH STORM EVENT, GREATER THAN 0.1", PRIOR TO COMPLETION OF PERMANENT STABILIZATION. A PERSON WITH KNOWLEDGE OF EROSION AND STORMWATER CONTROL MUST CONDUCT THE INSPECTION. THIS PERSON MUST BE IDENTIFIED IN THE INSPECTION LOG. IF BEST MANAGEMENT PRACTICES (BMPs) NEED TO BE MODIFIED OR IF ADDITIONAL BMPs ARE NECESSARY, IMPLEMENTATION MUST BE COMPLETED WITHIN 7 CALENDAR DAYS AND PRIOR TO ANY STORM EVENT (RAINFALL). MEASURES MUST BE MAINTAINED IN EFFECTIVE

OPERATING CONDITION UNTIL AREAS ARE PERMANENTLY STABILIZED.

2. KEEP AND MAINTAIN A LOG (REPORT) SUMMARIZING THE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATIONS OF THE PERSONNEL MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, AND MAJOR OBSERVATIONS RELATING TO OPERATION OF EROSION AND SEDIMENTATION CONTROLS AND POLLUTION PREVENTION MEASURES. MAJOR OBSERVATIONS MUST INCLUDE: BMPs THAT NEED TO BE MAINTAINED; LOCATION(S) OF BMPs THAT FAILED TO OPERATE AS DESIGNED OR PROVED INADEQUATE FOR A PARTICULAR LOCATION; AND LOCATION(S) WHERE ADDITIONAL BMPs ARE NEEDED THAT DID NOT EXIST AT THE TIME OF INSPECTION. FOLLOW-UP TO CORRECT DEFICIENCIES TO ENHANCE CONTROLS MUST ALSO BE INDICATED IN THE LOG AND DATED, INCLUDING WHAT ACTION WAS TAKEN AND

WHEN.

3. MAINTAIN EROSION CONTROL MEASURES FOR THE LIFE OF THE PROJECT AND UNTIL PERMANENT STABILIZATION OF THE ENTIRE SITE IS

ESTABLISHED.

4. PROTECT STABILIZED AREAS FROM EROSION AND IMMEDIATELY REPAIR ERODED AREAS.

5. REMOVE TEMPORARY EROSION CONTROL MEASURES WITHIN 30 DAYS AFTER THE TRIBUTARY AREA HAS BEEN PERMANENTLY STABILIZED.

REMOVE ANY ACCUMULATED SEDIMENTS.

C. OFF-SITE VEHICLE TRACKING

1. SWEEP…

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File details come from the government source that posted it. Updated Oct 31, 2024.