12.a Attachment No. 2 - Drawings for PSN 11061645.pdf

PDF 4 MB Posted Jul 29, 2021

Attached to: DREDGE BOAT BASIN AT USCG SECTOR FIELD OFFICE MORICHES, EAST MORICHES, NEW YORK
Solicitation number: 70Z0G121BPRV14200
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This is a solicitation for dredging services at the U.S. Coast Guard Sector Field Office in Moriches, New York. The contractor shall provide all personnel, equipment, materials and services to perform maintenance dredging of the boat basin to a depth of -6 feet MLLW plus a 2-foot overdredge allowance, removing an estimated total of 8,700 cubic yards of material. Dredged material must be placed in the existing onsite bermed disposal area for dewatering. Temporary access to the disposal area must also be constructed and vegetation in the area cleared. All work must be completed between October 1st and December 31st in accordance with applicable permits. Bids are due by August 31st and award is anticipated in mid-to-late September. The estimated value is between $500,000 and $1,000,000. This is a 100% small business set-aside requiring a 20% bid bond and performance/payment bonds.

View the file

Other files

File	Type	Posted
17.a. ABSTRACT OF OFFERS IFB 70Z0G121BPRV14200.pdf	PDF	Aug 31, 2021
12.b Amendment 0001 for IFB 70Z0G121BPRV14200.pdf	PDF	Aug 24, 2021
12.a IFB 70Z0G121BPRV14200 Dredge Boat Basin at USCG Sector Field Office Moriches.pdf	PDF	Jul 29, 2021
12.a Attachment No. 4 - SF 24 Bid Bond.pdf	PDF	Jul 29, 2021
12.a Attachment No. 3 - Wage Determination General Decision Number NY20210001 01-01-2021.pdf	PDF	Jul 29, 2021
12.a Attachment No. 1 - Specification for PSN 11061645.pdf	PDF	Jul 29, 2021

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SECTOR FIELD OFFICE MORICHES

EAST MORICHES, NEW YORK

11061645 DREDGE BOAT BASIN

BOAT BASIN

VICINITY MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

DRAWING INDEX

SHEET ID SHEET NO. SHEET TITLE

G-001 01 COVER SHEET

G-002 02 LEGEND AND ABBREVIATIONS

G-003 03 GENERAL NOTES

C-101 04 BOAT BASIN PLAN

C-102 05 DISPOSAL AREA PLAN

C-901 06 SITE PHOTOGRAPHS

U.S. COAST GUARD

CIVIL ENGINEERING

CEU PROVIDENCE

NOTES:

1. THE MAP SHOWN WAS OBTAINED FROM THE NOAA NAVIGATION CHART 12352 -

SHINNECOCK BAY TO EAST ROCKAWAY INLET, SOUTH COAST OF LONG ISLAND, NEW

YORK, 36TH EDITION, DATED MAY 2020, LAST CORRECTED JULY 2020.

2. ALL SOUNDING DEPTHS ARE SHOWN IN FEET AT MEAN LOWER LOW WATER.

PROPOSED

DISPOSAL SITE

DREDGE BOAT BASIN

PROJECT DESCRIPTION:

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE ALL SUPERVISION, LABOR,

EQUIPMENT, AND MATERIAL NECESSARY TO PERFORM THE FOLLOWING WORK:

BASE BID WORK:

1. DREDGE THE BOAT BASIN TO EL. -6 FT MLLW + 2 FT ALLOWABLE OVERDREDGE BY

MECHANICAL OR HYDRAULIC MEANS AS SPECIFIED AND SHOWN IN THE CONTRACT

DOCUMENTS AND IN COMPLIANCE WITH ALL PERMITS.

ABUTTING PROPERTIES MAP

SCALE: NTS

NOTES:

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

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

NY GIS VIEWER AND IS CONSIDERED APPROXIMATE.

USCG SFO

MORICHES

TUTHILL COVE

APPROX.

PROPERTY

BOUNDARY (TYP.)

DREDGE CHANNEL

DREDGE CHANNEL PROJECT

LOCATION (BY OTHERS)

DREDGE BOAT BASIN

PROJECT LOCATION

ABUTTING PROPERTY DATA

PARCEL ID PARCEL ADDRESS OWNER OWNER ADDRESS

1 0200-920.00-01.00-001.001 0 MORICHES ISLAND RD

UNITED STATES OF

AMERICA

100 MORICHES ISLAND RD.

E. MORICHES, NY 11940

2 0200-920.00-01.00-002.000 NOT LISTED

TRUSTEES &

FREEHOLDERS OF

BROOKHAVEN

NOT LISTED

3 0200-918.00-02.00-002.000 0 MORICHES ISLAND RD STATE OF NEW YORK NOT LISTED

4 0200-917.00-03.00-045.000 0 COLUMBUS AVE

TOWN OF BROOKHAVEN

C/O DEPT OF FINANCE

1 INDEPENDENCE HALL

FARMINGVILLE, NY 11738

5 0200-917.00-03.00-046.000 COLUMBUS AVE

SUFFOLK COUNTY

PARKS & RECREATION

PO BOX 144

SAYVILLE, NY 11782

AutoCAD SHX Text

DREDGE BOAT BASIN

AutoCAD SHX Text

SFO MORICHES

AutoCAD SHX Text

EAST MORICHES

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

BOAT BASIN

AutoCAD SHX Text G-001

AutoCAD SHX Text 11061645

AutoCAD SHX Text P11061645G-001

AutoCAD SHX Text

P11061645G-001.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

ARPIN, DAVID

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DJA

AutoCAD SHX Text

DJA

AutoCAD SHX Text

MICHAEL P. CAROSOTTO

AutoCAD SHX Text

MICHAEL P. CAROSOTTO

AutoCAD SHX Text

MICHAEL P. CAROSOTTO

AutoCAD SHX Text 1:1

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text

MAY 2021

AutoCAD SHX Text

U.S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

TECHNICAL DIRECTOR

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

APPROVING OFFICER DATE

AutoCAD SHX Text

PLOTTING SCALE:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

USCG DRAWING N0.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

ENGINEERING UNIT

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

SOUND

AutoCAD SHX Text

LONG ISLAND

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

HARTFORD

AutoCAD SHX Text

HUDSON RIVER

AutoCAD SHX Text

LONG ISLAND

AutoCAD SHX Text

MASS.

AutoCAD SHX Text R.I.

AutoCAD SHX Text

CONN.

AutoCAD SHX Text

MORICHES

AutoCAD SHX Text

USCG SFO

AutoCAD SHX Text

BLOCK

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text N.Y.

AutoCAD SHX Text

PA.

AutoCAD SHX Text N.J.

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: 8513388

LOCATION: MORICHES CGS, NY

LATITUDE: 40° 47.2' N

LONGITUDE: 72° 45.0' W

2. THE ELEVATION DATA SHOWN FOR NAVD 88 WAS TAKEN

FROM THE NOAA ONLINE VERTICAL DATUM

TRANSFORMATION TOOL.

EL. -1.31'

EL. -1.19'

EL. -0.11'

EL. 0.00'

EL. 0.96'

EL. 1.19'

EL. -0.12'

MLLW

MLW

MSL

MTL

NAVD 88

MHW

MHHW

T I D

A L

A N

G E

EL. 0.00'

EL. 0.12'

EL. 1.20'

EL. 1.31'

EL. 2.27'

EL. 2.50'

EL. 1.19'

NAVD 88MLLW

APPROXIMATE PROPERTY LINE

EXISTING CONTOUR

PROPOSED CONTOUR

BUILDING

PROPOSED DREDGE LIMITS

TUTHILL COVE CHANNEL

BENCHMARK

RESTRICTED SURCHARGE LOADING AREA

CONTRACTOR'S HAUL ROUTE/STAGING AREA

STORM SEWER

STORM SEWER CATCH BASIN

UNDERGROUND ELECTRICAL LINE

ABOVE GROUND ELECTRICAL STRUCTURE

UNDERGROUND TELECOMMUNICATION LINE

-5.0

-4.0

ELEVATION

SECTION

DETAIL

CROSS-REFERENCE LEGEND

INDICATES REFERENCE QUADRANT SHEET LOCATION

SHEET WHERE SECTION/DETAIL/ELEVATION

IS TAKEN

INDICATES REFERENCE QUADRANT ON DESTINATION SHEET

SHEET WHERE SECTION IS SHOWN

INDICATES REFERENCE QUADRANT ON DESTINATION SHEET

SHEET WHERE DETAIL IS SHOWN

INDICATES REFERENCE QUADRANT ON DESTINATION SHEET

SHEET WHERE ELEVATION IS SHOWN

X-#

X# X-#

VIEW TITLE SAMPLE

SCALE: AS NOTED

TRUE NORTH DIRECTION

REFERENCE DRAWINGS:

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

ARE AVAILABLE TO THE CONTRACTOR UPON REQUEST:

a. DESIGN DRAWINGS: MAINTENANCE DREDGING, UNITED STATES COAST

GUARD STATIONS GROUP MORICHES AND SHINNECOCK, SUFFOLK COUNTY,

NEW YORK; PREPARED BY US ARMY CORPS OF ENGINEERS NEW YORK

DISTRICT; DATED FEBRUARY 18, 1999.

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

APPROX. APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICES

CEU CIVIL ENGINEERING UNIT

CL CENTER LINE

COMM COMMUNICATIONS

CONC CONCRETE

CONT CONTINUOUS

COR CONTRACTING OFFICER REPRESENTATIVE

DIA/Ø DIAMETER

DWG DRAWING

E EAST

EA EACH

EL ELEVATION

EX EXISTING

F&I FURNISH AND INSTALL

FT FOOT/FEET

HORIZ HORIZONTAL

IN INCH(ES)

KO CONTRACTING OFFICER

LBS POUNDS

LF LINEAR FEET

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

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

OIC OFFICER IN CHARGE

PCF POUNDS PER CUBIC FOOT

R&D REMOVE AND DISPOSE

R&R REMOVE AND REINSTALL

R&S REMOVE AND STOCKPILE

REQ'D REQUIRED

S SOUTH

SE SOUTH EAST

SF SQUARE FEET

SPECS SPECIFICATIONS

STA STATION

SW SOUTH WEST

TYP TYPICAL

U.S. UNITED STATES

USACE UNITED STATES ARMY CORPS OF ENGINEERS

USCG UNITED STATES COAST GUARD

W WEST

w/ WITH

& AND

@ AT

' FEET/FOOT

" INCHES

< LESS THAN

> GREATER THAN OR EQUAL

% PERCENTAGE

± PLUS/MINUS

E8 VERTICAL DATUM CONVERSION DIAGRAM

SCALE: NTS

CIVIL LEGEND

PLAN VIEW TITLE SAMPLE

SCALE: AS NOTED

INDICATES REFERENCE QUADRANT SHEET LOCATION

BM1

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DREDGE BOAT BASIN

AutoCAD SHX Text

SFO MORICHES

AutoCAD SHX Text

EAST MORICHES

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

LEGEND AND ABBREVIATIONS

AutoCAD SHX Text

BOAT BASIN

AutoCAD SHX Text G-002

AutoCAD SHX Text 11061645

AutoCAD SHX Text P11061645G-002

AutoCAD SHX Text

P11061645G-002.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

ARPIN, DAVID

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

MAY 2021

AutoCAD SHX Text

US COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

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.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text E

AutoCAD SHX Text

TEL

GENERAL NOTES:

1. THE SITE IS LOCATED IN EAST MORICHES, 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 OR

DREDGE 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 SUFFOLK COUNTY

GIS AND HISTORIC RECORDS.

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

THE DRAWINGS.

9. AS PART OF THIS PROJECT, THE USCG HAS OBTAINED THE FOLLOWING PERMITS:

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

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

NUMBER NAN-2020-01217

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

PERMIT ID 1-4722-01694/00021

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

F-2020-1099(DA)

THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR ADHERING TO THE CONDITIONS

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

SPECIFICATIONS.

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 DREDGING AND DISPOSAL

PROCEDURES AND SEQUENCING TO INSURE THE PROTECTION OF EXISTING AND PROPOSED

STRUCTURES AND THE SAFETY AND PROTECTION OF STATION PERSONNEL, CONSTRUCTION

PERSONNEL, AND THE PUBLIC, UNLESS OTHERWISE DIRECTED BY THE KO. THIS INCLUDES

THE ADDITION OF NECESSARY TEMPORARY SUPPORTS (E.G., BRACING, SHORING, SHEETING,

GUYS, TIEDOWNS, ETC.) IF REQUIRED. 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 THE USCG SFO MORICHES OPERATIONS.

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 KO, IN WRITING, OF ANY CONDITIONS OR

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

VARIATIONS IN THE CONSTRUCTION AS APPROVED BY THE USCG.

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

15. THE PROPOSED DREDGE WORK IS LOCATED WITHIN A FEMA ZONE VE FLOOD ZONE AND WILL

BE INUNDATED DURING THE 100 YEAR FLOOD. THE 100 YEAR FLOOD ELEVATION IS

ESTIMATED AT ABOUT EL. 10 FEET (NAVD 88) AS SHOWN ON THE TOWN OF BROOKHAVEN,

SUFFOLK COUNTY, NEW YORK FLOOD INSURANCE RATE MAP NUMBER 36103C0742H, PANEL

742 OF 1026, MAP SUFFIX H, DATED SEPTEMBER 25, 2009.

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

THEIR ORIGINAL CONDITION BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.

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

WELDING AND TORCH CUTTING.

18. 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 TUTHILL COVE/MORICHES BAY 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 AND ABSORBENT MATERIALS AND CONTAINMENT BOOM SHALL BE ON SITE

AT ALL TIMES DURING CONSTRUCTION OPERATIONS.

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

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

REQUIREMENTS SPECIFIED. OIL ABSORBENT DIAPERS SHALL BE PLACED UNDER ALL

EQUIPMENT DURING FUELING OPERATIONS.

1.4. ALL HYDRAULIC EQUIPMENT OPERATING ON SITE SHALL HAVE VEGETABLE BASED,

NON-TOXIC, NON-POLLUTING, AND BIO-DEGRADABLE HYDRAULIC FLUID.

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

TO REQUIREMENTS FOR AND ACTUAL MAINTENANCE COMPLETED.

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

HAZARDOUS MATERIAL RELEASES.

LOAD LIMITATIONS:

1. SURCHARGE LOADING ON AND BEHIND THE EXISTING WHARFS IS RESTRICTED AS INDICATED

ON THE DRAWINGS.

LAYOUT:

1. THE HORIZONTAL CONTROL DATUM FOR THIS PROJECT IS NAD 1983 (I.E., THE NEW YORK

LONG ISLAND STATE PLANE COORDINATE SYSTEM).

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

3. WATERSIDE CONTOURS SHOWN ON THESE PLANS ARE REFERENCED TO MLLW, UNLESS

OTHERWISE NOTED.

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

FROM THE CONTROL MONUMENTATION PROVIDED.

5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SURVEY CONTROL THROUGHOUT

CONSTRUCTION TO ESTABLISH AND MAINTAIN ALL LINES AND ELEVATIONS.

DREDGING:

1. COORDINATE WITH THESE DRAWINGS AND SECTION 35 20 23, DREDGING.

TEMPORARY ENVIRONMENTAL CONTROLS:

1. COORDINATE WITH THESE DRAWINGS AND SECTION 01 57 19, TEMPORARY ENVIRONMENTAL

CONTROLS.

2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND MAINTAIN ENVIRONMENTAL

CONTROLS AS REQUIRED BY FEDERAL, STATE, AND MUNICIPAL REGULATIONS AND PERMITS.

ENVIRONMENTAL CONTROLS SHALL INCLUDE, BUT NOT BE LIMITED TO SEDIMENTATION,

TURBIDITY, AND DUST.

CONSTRUCTION SEQUENCING:

1. CONTRACTOR CONSTRAINTS TO SEQUENCING ARE AS FOLLOWS:

A. SFO MORICHES IS AN ACTIVE USCG INSTALLATION AND WILL MAINTAIN CONTINUOUS

OPERATION THROUGHOUT THE COMPLETION OF THIS PROJECT. ACCORDINGLY, THE

CONTRACTOR SHALL NOT INTERFERE WITH STATION OPERATIONS OR IMPEDE UPLAND OR

WATER BASED ACCESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

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

MORICHES OFFICER IN CHARGE.

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

CONSTRUCTION. KEEP ALL CONSTRUCTION ACTIVITIES AND PERSONNEL CLEAR OF FACILITY

OPERATIONS.

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DREDGE BOAT BASIN

AutoCAD SHX Text

SFO MORICHES

AutoCAD SHX Text

EAST MORICHES

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

BOAT BASIN

AutoCAD SHX Text G-003

AutoCAD SHX Text 11061645

AutoCAD SHX Text P11061645G-003

AutoCAD SHX Text

P11061645G-003.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

ARPIN, DAVID

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

MAY 2021

AutoCAD SHX Text

US COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

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.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

SHEET ID

EL. -6'

MHHW

EL. 2.50'

30' 60'0

GENERAL NOTES:

1. THE EXISTING BATHYMETRIC CONTOUR DATA SHOWN WAS

OBTAINED DURING A SURVEY COMPLETED BY THE USCG ON

AUGUST 26, 2020 AND IS CONSIDERED APPROXIMATE.

2. THE DATA DEPICTED ON THIS DRAWING SHOULD NOT BE USED

FOR VOLUME CALCULATION PURPOSES.

3. THE SPECIFIED PRE-DREDGE SURVEY SHALL BE USED AS THE

FINAL PRE-DREDGE CONTOURS. REFER TO THE PROJECT

SPECIFICATIONS FOR MORE DETAILS.

4. THE CONTRACTOR SHALL NOT DREDGE WITHIN 5 FEET OF THE

WHARFS AND BULKHEADS.

5. MATERIAL LOCATED BELOW THE WHARFS AND FIXED PIER

SHALL BE ALLOWED TO SLOUGH TO ITS NATURAL ANGLE OF

REPOSE AS A RESULT OF DREDGING WITHIN THE DESIGNATED

BOAT BASIN DREDGE AREAS SHOWN. DREDGING BELOW THE

FIXED PIER IS NOT REQUIRED.

6. THE CONTRACTOR SHALL DREDGE AROUND THE EXISTING

FLOATING DOCKS WITHIN THE DREDGE LIMITS WITHOUT

RELOCATING THE FLOATING DOCKS. THE AREA BELOW THE

FLOATING DOCKS SHALL BE DREDGED AS CLOSE AS POSSIBLE

TO THE PROPOSED DREDGE DEPTH FROM THE PERIMETER OF

THE FLOATING DOCKS.

7. THE CONTRACTOR SHALL NOT DAMAGE THE EXISTING

WATERFRONT INFRASTRUCTURE (E.G., FLOATING DOCKS,

GUIDE PILES, GANGWAYS, FIXED PIER, BULKHEADS, WHARFS,

ETC.). ANY DAMAGE IMPARTED TO THE EXISTING WATERFRONT

INFRASTRUCTURE BY THE CONTRACTOR SHALL BE REPAIRED

BY THE CONTRACTOR TO THE SATISFACTION OF THE USCG AT

NO COST TO THE GOVERNMENT.

8. THE CONTRACTOR SHALL COMPLETE THE REQUIRED DREDGING

WITHIN REGULAR WORKING HOURS AS SPECIFIED WITHOUT

IMPACTING THE USCG OPERATIONS IN ANY WAY. THE

CONTRACTOR SHALL COORDINATE WITH THE COR AND USCG

SFO MORICHES OIC TO DEVELOP A MUTUALLY AGREED UPON

SCHEDULE TO ACCOMPLISH THE PROPOSED DREDGING. THE

CONTRACTOR SHALL RELOCATE ALL DREDGE EQUIPMENT

AWAY FROM ALL BERTHING AREAS NO LATER THAN 1700 EACH

WORKDAY TO ALLOW USCG BOATS TO RETURN TO THEIR

NORMAL MOORING LOCATIONS.

9. THE CONTRACTOR SHALL NOT OPERATE ANY EQUIPMENT OR

MACHINERY OR PLACE ANY MATERIALS WITHIN THE

RESTRICTED SURCHARGE LOAD AREA SHOWN. SURCHARGES IN

THIS AREA SHALL BE LIMITED TO PERSONNEL ONLY. THE

CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGE TO THE

SITE INFRASTRUCTURE RESULTING FROM FAILURE TO MAINTAIN

THESE SURCHARGE LOAD REQUIREMENTS.

10. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE OF THE

CONTRACTOR'S HAUL ROUTE WHEN LOADING AND

TRANSPORTING DREDGED MATERIAL TO THE EXISTING BERMED

DISPOSAL SITE (I.E., AS PART OF MECHANICAL DREDGING

OPERATIONS).

11. THE CONTRACTOR SHALL SWEEP AND MAINTAIN THE

CONTRACTOR'S HAUL ROUTE ON A DAILY BASIS SUCH THAT IT IS

FREE OF DUST AND DEBRIS. THE AREA SHALL REMAIN OPEN TO

VEHICULAR TRAFFIC BY STATION PERSONNEL.

12. BM1 IS LOCATED WITHIN THE CONTRACTOR'S STAGING AREA.

THE CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION

MEASURES FOR BM1 SUCH THAT IT IS NOT MOVED OR

DAMAGED IN ANY MANNER THAT WOULD AFFECT ITS

PRE-CONSTRUCTION HORIZONTAL AND VERTICAL SURVEYED

POSITION AS A RESULT OF THE CONTRACTOR'S ACTIVITIES.

EXISTING MUDLINE, SIDE

SLOPES AND ELEVATIONS VARY

PROPOSED MUDLINE

2' OVERDREDGE ALLOWANCE

MLLW

EL. 0.00'

SFO

BUILDING

PROPOSED BOAT BASIN

DREDGE LIMITS

MORICHES

BAY

E B

F L O

O D

RAIL BOAT RAMP

WHARF

FLAG

FLOATING DOCK

FIXED PIER

PROPOSED BOAT

BASIN DREDGE

AREA

(45,400 SF)

FUEL TANK

-2.5

-2.0

-1.5

-1.0

-0.5

0.0

-3.0

-3.5

-2.5

-2.0

-1.5

-1.0

-0.5

0.0

-3.0

-3.5

-4.0

-3.5

-6.0

-5.0

-4.0

-6.0

-5.0

-4.0

T U

T H

I L L

O V

C H

A N

N E

TABLE 1

ANTICIPATED DREDGE VOLUMES

DREDGE TYPE

DREDGE QUANTITY

(CY)

BASE

(EL. -6)

4,500 ±

OVERDREDGE

(2 FEET)

4,200 ±

TOTAL

8,700 ±

DO NOT DREDGE WITHIN

5' OF WHARF (TYP.)

APPROX.

PROPERTY

BOUNDARY

ASPHALT

PARKING

LOT

ASPHALT

PARKING

LOT

HISTORIC BOAT BASIN

DREDGE LIMITS

(129,000± SF)

HISTORIC BOAT

BASIN DREDGE

LIMITS

BM1

N 228,930.38

E 1,330,350.35

Z 4.41 (NAVD 88)

STEEL ROD

DREDGE BOUNDARY LOCATIONS:

A N: 228,620± E: 1,329,931±

B N: 228,807± E: 1,330,283±

C N: 228,762± E: 1,330,307±

D N: 228,722± E: 1,330,245±

E N: 228,688± E: 1,330,263±

F N: 228,605± E: 1,330,106±

G N: 228,405± E: 1,330,044±

C-101

BOAT BASIN DREDGE PLAN

SCALE: 1" = 30'-0"

BOAT BASIN DREDGE TYPICAL SECTION

SCALE: NTS

TUTHILL

COVE

C-901

CHAIN LINK FENCE

℄ EXISTING DISPOSAL

AREA EARTHEN BERM

TEMPORARY CONSTRUCTION ENTRANCE, SEE

SHEET PILE BULKHEAD

SFO

BUILDING

CONTRACTOR'S

HAUL ROUTE

CONTRACTOR'S

STAGING AREA

SHEET PILE BULKHEAD

RESTRICTED SURCHARGE

LOADING AREA

C-102

DO NOT DREDGE WITHIN

5' OF BULKHEAD (TYP.)

I N

B E

H I N

B U

L K

H E

A D

Y P

AutoCAD SHX Text E

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text E

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

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.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DREDGE BOAT BASIN

AutoCAD SHX Text

SFO MORICHES

AutoCAD SHX Text

EAST MORICHES

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

BOAT BASIN PLAN

AutoCAD SHX Text

BOAT BASIN

AutoCAD SHX Text C-101

AutoCAD SHX Text 11061645

AutoCAD SHX Text P11061645C-101

AutoCAD SHX Text

P11061645C-101.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

ARPIN, DAVID

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

MAY 2021

AutoCAD SHX Text

US COAST GUARD

CIVIL ENGINEERING

PROPOSED BOAT BASIN

MAINTENANCE DREDGE

AREA

(45,400 SF)

APPROX.

PROPERTY

BOUNDARY

EXISTING BERMED DISPOSAL AREA, CLEAR

EXISTING VEGETATION TO FACILITATE

DREDGE MATERIAL PLACEMENT/DISPOSAL

EXISTING

BERM

SUGGESTED CONSTRUCTION SEQUENCING NOTES:

1. COORDINATE WITH USCG FOR SCHEDULING THE DREDGING WORK.

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

3. COMPLETE ALL REQUIRED PRE-CONSTRUCTION REGULATORY AGENCY NOTIFICATIONS

REQUIRED BY THE PERMITS.

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

5. LOCATE AND MARK UTILITIES.

6. INSTALL SEDIMENT AND EROSION CONTROL DEVICES AS REQUIRED.

7. PREPARE THE CONTRACTOR'S STAGING AREA AND HAUL ROUTE.

8. INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE TO THE BERMED DISPOSAL AREA.

9. CLEAR THE EXISTING VEGETATION WITHIN THE BERMED DISPOSAL AREA TO FACILITATE

DREDGE MATERIAL PLACEMENT/DISPOSAL.

10. INSTALL THE OVERFLOW WEIR AND RETURN FLOW PIPE THROUGH THE EXISTING BERM.

11. COMPLETE THE PRE-DREDGE HYDROGRAPHIC SURVEY OF THE DREDGE AREA.

12. COMPLETE THE MAINTENANCE DREDGING OF THE SFO MORICHES BOAT BASIN AS

SPECIFIED USING EITHER HYDRAULIC OR MECHANICAL METHODS AND PLACE THE

DREDGED MATERIAL WITHIN THE EXISTING BERMED DISPOSAL AREA FOR DEWATERING

AND FINAL DISPOSAL.

13. COMPLETE THE POST-DREDGE HYDROGRAPHIC SURVEY OF THE DREDGE AREA.

14. AFTER COMPLETION OF ALL DREDGING AND THE DISPOSAL OF ALL DREDGED MATERIAL

WITHININ THE BERMED DISPOSAL AREA, REMOVE AND DISPOSE OF THE RETURN FLOW

PIPE, WIER, AND TEMPORARY CONSTRUCTION ENTRANCE, AND RESTORE THE BERM AND

OTHER DISTURBED AREAS BACK TO THEIR PRE-CONSTRUCTION CONDITIONS. LOAM AND

SEED DISTURBED GRASSED AREAS.

15. COMPLETE ALL REQUIRED POST-CONSTRUCTION REGULATORY AGENCY NOTIFICATIONS

REQUIRED BY THE PERMITS.

OVERFLOW WEIR AND

RETURN FLOW PIPE, SEE

MLLW

MHHW

EXISTING

BERM

FLOW

DREDGED

MATERIAL

EXISTING GRADE

NOTES:

1. DREDGED MATERIAL SHALL BE PLACED WITHIN THE EXISTING BERM FOR DEWATERING AND FINAL DISPOSAL.

2. THE SIZE AND QUANTITY OF THE TEMPORARY RETURN FLOW PIPE SHALL BE DETERMINED BY THE CONTRACTOR BASED ON ITS PROPOSED

DREDGING METHODS. THE BERM SHALL BE RESTORED TO ITS PRE-CONSTRUCTION CONDITION FOLLOWING ITS INSTALLATION AND PRIOR TO

PLACING DREDGE MATERIAL IN ORDER TO MAINTAIN THE BERM'S CONTINUITY.

3. STRAW BALES SHALL BE PLACED AGAINST THE EXISTING BERM AND AROUND THE ENTRANCE TO THE TEMPORARY RETURN FLOW PIPE. BALES

SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES AND THE BERM.

4. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND PLACED SO THE BINDINGS ARE HORIZONTAL.

5. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH

BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH

WITH THE BALE.

6. INSPECTION SHALL BE PERFORMED DAILY AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.

7. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS.

8. THE TEMPORARY RETURN FLOW PIPE SHALL BE REMOVED IN ITS ENTIRETY FOLLOWING CONSTRUCTION AND THE BERM RESTORED TO ITS

PRE-CONSTRUCTION CONDITION.

TUTHILL COVE

TEMPORARY

RETURN FLOW PIPE

TEMPORARY

STRAW BALE

WEIR BOX

4" EMBEDMENT

C-102

DISPOSAL AREA PLAN

SCALE: 1" = 100'-0"

100' 200'0

E7 OVERFLOW WEIR AND RETURN FLOW DETAIL

SCALE: NTS

MORICHES

BAY

TUTHILL

COVE

SFO

BUILDING

WHARF

FLOATING

DOCK

FIXED PIER

TEMPORARY CONSTRUCTION ENTRANCE DETAIL

SCALE: NTS

NOTES:

1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY).

3. THICKNESS - NOT LESS THAN SIX (6) INCHES.

4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS, TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.

5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS

THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF

SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC OR

GOVERNMENT RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.

8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED

SEDIMENT TRAPPING DEVICE.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.

10. MODIFY SLOPE OF CONSTRUCTION ENTRANCE AS REQUIRED TO MAINTAIN THE CONTAINMENT CHARACTERISTICS OF THE BERM.

EXISTING

GROUND

EXISTING GROUND

FILTER

CLOTH

MOUNTABLE

BERM

(OPTIONAL)

EXISTING

PAVEMENT

50' MIN

PLAN VIEW

PROFILE

EXISTING

PAVEMENT

10' MIN

I N

12' MIN.

TEMPORARY

CONSTRUCTION

ENTRANCE, SEE

NOTES 1 AND 2 AND

C-102

NOTES:

1. THE CONTRACTOR SHALL INSTALL A TEMPORARY GATE AT THE TEMPORARY

CONSTRUCTION ENTRANCE ALONG THE EXISTING FENCE LINE. THE GATE SHALL BE

CLOSED AND LOCKED AT THE END OF EACH WORK DAY.

2. FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL REMOVE THE TEMPORARY

CONSTRUCTION ENTRANCE IN ITS ENTIRETY AND RESTORE THE FENCE, BERM, AND

OTHER DISTURBED AREAS TO THEIR PRE-CONSTRUCTION CONDITIONS. LOAM AND

SEED DISTURBED GRASSED AREAS.

CONTRACTOR'S

STAGING AREA

CONTRACTOR'S

HAUL ROUTE

RESTRICTED

SURCHARGE

LOADING AREA

BERMED DISPOSAL AREA

UTILIZED BY OTHERS FOR THE

2020 DREDGING OF TUTHILL COVE

WHARF

HISTORIC BOAT BASIN

DREDGE LIMITS

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DREDGE BOAT BASIN

AutoCAD SHX Text

SFO MORICHES

AutoCAD SHX Text

EAST MORICHES

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

DISPOSAL AREA PLAN

AutoCAD SHX Text

BOAT BASIN

AutoCAD SHX Text C-102

AutoCAD SHX Text 11061645

AutoCAD SHX Text P11061645C-102

AutoCAD SHX Text

P11061645C-102.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

ARPIN, DAVID

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

MAY 2021

AutoCAD SHX Text

US COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

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.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

SHEET ID

E2 BOAT BASIN

NORTHEAST, APR 12, 2019

E6 BOAT BASIN

WEST, APR 12, 2019

C2 BOAT BASIN & DISPOSAL AREA

EAST, APR 12, 2019

C6 DISPOSAL AREA

NORTHEAST, APR 12, 2019

A2 SFO MORICHES

SOUTH, FEB 25, 2019

PHOTO TITLE LEGEND

INDICATES REFERENCE

QUADRANT SHEET LOCATION

INDICATES DIRECTION AND

DATE PHOTO WAS TAKEN

VIEW TITLE SAMPLE

ORITENTATION, DATE

INDICATES PHOTO DESCRIPTION

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

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.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

USCG PROJECT NO.

AutoCAD SHX Text

USCG FILENAME

AutoCAD SHX Text

A/E COMPANY:

AutoCAD SHX Text

CONSULTING A/E:

AutoCAD SHX Text

PROJECT ENGINEER:

AutoCAD SHX Text

A/E PROJECT NO.:

AutoCAD SHX Text

SHEET ID

AutoCAD SHX Text

DREDGE BOAT BASIN

AutoCAD SHX Text

SFO MORICHES

AutoCAD SHX Text

EAST MORICHES

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

SITE PHOTOGRAPHS

AutoCAD SHX Text

BOAT BASIN

AutoCAD SHX Text C-901

AutoCAD SHX Text 11061645

AutoCAD SHX Text P11061645C-901

AutoCAD SHX Text

P11061645C-901.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

ARPIN, DAVID

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

MAY 2021

AutoCAD SHX Text

US COAST GUARD

CIVIL ENGINEERING

Sheets and Views

(1) G-001

Sheets and Views

(2) G-002

Sheets and Views

(3) G-003

Sheets and Views

(4) C-101

Sheets and Views

(5) C-102

Sheets and Views

(6) C-901

	2021-05-25T10:25:05-0400
CAROSOTTO.MICHAEL.P.1021033398

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