20230130_USS Constitution Dredging_Drawings.pdf

PDF 16 MB Posted Mar 7, 2023

Attached to: USS Constitution Maintenance Dredging- Boston, MA Federal contract opportunity
Solicitation number: N4008523B2507
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Dec 28, 2023

This solicitation document outlines a federal contract opportunity for maintenance dredging services at the USS Constitution Berth in Boston, MA. The Department of the Navy Naval Facilities Engineering Command is seeking bids for labor, materials, equipment, transportation, supervision, and other services required to perform maintenance dredging at the USS Constitution Berth and dispose of dredged materials at a designated Confined Aquatic Disposal Cell site. Bids are due by the date specified in the solicitation number N4008523B2507. The base scope of work includes maintenance dredging at the USS Constitution Berth and disposal at the designated disposal site.

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Other files for this federal contract opportunity

Other files attached to USS Constitution Maintenance Dredging- Boston, MA, newest first.
File	Type	Posted
Abstract of Offers - USSC Dredging.pdf	PDF	Apr 10, 2023
Amendment 02 N4008523B2507.pdf	PDF	Apr 5, 2023
3-20-2023 Sitewalk Sign In Sheet.pdf	PDF	Apr 4, 2023
RFI 01 Response.pdf	PDF	Apr 4, 2023
Specs_Amendment 1.pdf	PDF	Apr 4, 2023
Amendment 01.pdf	PDF	Apr 4, 2023
N4008523B2507 USSC Dredging.pdf	PDF	Mar 7, 2023
20230130_USS Constitution Dredging_Specs.pdf	PDF	Mar 7, 2023

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Appledore Marine Engineering, LLC

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USS CONSTITUTION MAINTENANCE DREDGING

CONTRACT NO. N40085-17-D-5004

JANUARY 30, 2023

CHARLESTOWN, MA

CHARLESTOWN NAVY YARD

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PUBLIC WORKS DEPARTMENT - MAINE

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1. THE DRAWINGS AND SPECIFICATIONS FORM A PART OF THE CONTRACT DOCUMENTS. ALL WORK SHALL BE THE DRAWINGS AND SPECIFICATIONS FORM A PART OF THE CONTRACT DOCUMENTS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, CONTACT THE CONTRACTING OFFICER. A COPY OF THE DRAWINGS AND SPECIFICATIONS MUST BE KEPT ONSITE AT ALL TIMES DURING THE PROJECT. 2. COORDINATE ALL WORK WITH FACILITY PERSONNEL AND PORT OPERATIONS ON A DAILY BASIS. THE CONSTRUCTION COORDINATE ALL WORK WITH FACILITY PERSONNEL AND PORT OPERATIONS ON A DAILY BASIS. THE CONSTRUCTION WORK SHALL NOT INTERFERE WITH ONGOING OPERATIONS. SCHEDULE AND COORDINATE ALL WORK, INCLUDING ALLOWABLE WORK WINDOWS, WITH THE OWNER. MAINTAIN THE WORK SITE TO THE SATISFACTION OF THE OWNER. THIS INCLUDES, BUT IS NOT LIMITED TO, OPENING OF THE PORT SECURITY BARRIER (PSB). 3. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY. DETERMINE DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY. DETERMINE CONSTRUCTION PROCEDURES AND SEQUENCE TO ENSURE THE SAFETY OF THE FACILITIES AND THEIR COMPONENTS DURING ALL PHASES OF CONSTRUCTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. SUCH MATERIAL SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AND BE REMOVED FROM THE OWNER'S PROPERTY AFTER COMPLETION OF THE PROJECT. ALL PROPOSED STAGING AREAS SHALL BE COORDINATED WITH THE OWNER BEFORE STARTING WORK. TEMPORARY CONSTRUCTION STAGING/STORAGE AREA SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION UPON COMPLETION OF THE PROJECT. 4. DIMENSIONS AND DETAILS OF THE EXISTING CONSTRUCTION ARE FROM LIMITED ARCHIVE DRAWINGS AND FIELD DIMENSIONS AND DETAILS OF THE EXISTING CONSTRUCTION ARE FROM LIMITED ARCHIVE DRAWINGS AND FIELD INVESTIGATIONS. CHECK AND VERIFY ALL DIMENSIONS AND DETAILS OF THE EXISTING CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE AFFECTED PART OF THE WORK. 5. EXISTING CONDITIONS ARE INTENDED TO PROVIDE GENERAL OVERVIEW OF STRUCTURES BUT DO NOT INCLUDE ALL EXISTING CONDITIONS ARE INTENDED TO PROVIDE GENERAL OVERVIEW OF STRUCTURES BUT DO NOT INCLUDE ALL APPURTENANCES AND CONDITIONS. 6. ANY ENVIRONMENTAL CONTROLS DEPICTED ON THE DRAWINGS IS FOR SCHEMATIC PURPOSES ONLY. CONTRACTOR ANY ENVIRONMENTAL CONTROLS DEPICTED ON THE DRAWINGS IS FOR SCHEMATIC PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ENVIRONMENTAL CONTROLS AS REQUIRED BY APPLICABLE REGULATIONS AND PERMITS. ENVIRONMENTAL CONTROLS SHALL INCLUDE BUT ARE NOT LIMITED TO USE OF A TURBIDITY CURTAIN. 7. CONTRACTOR SHALL TAKE NECESSARY PRECAUTION TO PREVENT DAMAGE TO STRUCTURES AND PROPERTY, CONTRACTOR SHALL TAKE NECESSARY PRECAUTION TO PREVENT DAMAGE TO STRUCTURES AND PROPERTY, INCLUDING BUT NOT LIMITED TO FENDER PILES, FLOATING DOCKS, CAMELS, AND VESSELS; CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY REPAIRING INCIDENTAL DAMAGE. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO ENSURE THE PRESERVATION AND SAFETY OF THE VESSEL IN BERTH. 8. CONTRACTOR SHALL FOLLOW ALL REGULATIONS INCLUDING FEDERAL DEPARTMENT OF LABOR, SAFETY, HEALTH ACT, CONTRACTOR SHALL FOLLOW ALL REGULATIONS INCLUDING FEDERAL DEPARTMENT OF LABOR, SAFETY, HEALTH ACT, US ARMY CORPS OF ENGINEERS, AND STATE DEPARTMENT OF ENVIRONMENTAL PROTECTION. 9. ALL DREDGING AND DISPOSAL SHALL BE IN ACCORDANCE WITH REGULATIONS AND PERMITS. ALL DREDGING AND DISPOSAL SHALL BE IN ACCORDANCE WITH REGULATIONS AND PERMITS. 10. CONTRACTOR TO COORDINATE WITH OWNER FOR OVERNIGHT MOORING OF ANY SMALL SUPPORT VESSELS FOR CONTRACTOR TO COORDINATE WITH OWNER FOR OVERNIGHT MOORING OF ANY SMALL SUPPORT VESSELS FOR CREW MEMBERS.

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1. CONTRACTOR SHALL MAINTAIN ADEQUATE SURVEY CONTROL AT ALL TIMES TO ESTABLISH AND MAINTAIN ALL LINES CONTRACTOR SHALL MAINTAIN ADEQUATE SURVEY CONTROL AT ALL TIMES TO ESTABLISH AND MAINTAIN ALL LINES AND ELEVATIONS. 2. HORIZONTAL DATUM BASED ON NAD 1983, MASSACHUSETTS MAINLAND. HORIZONTAL DATUM BASED ON NAD 1983, MASSACHUSETTS MAINLAND. 3. ELEVATIONS ARE IN FEET BASED ON MEAN LOWER LOW WATER (MLLW) PROJECT DATUM. TIDAL ELEVATIONS ARE ELEVATIONS ARE IN FEET BASED ON MEAN LOWER LOW WATER (MLLW) PROJECT DATUM. TIDAL ELEVATIONS ARE BASED ON THE 1983-2001 TIDAL EPOCH AND NOAA TIDE STATION 8443910, BOSTON, MA. 4. HYDROGRAPHIC SURVEY PERFORMED BY FOTH IN MAY 2021. FEATURES SHOWN CAN ONLY BE CONSIDERED HYDROGRAPHIC SURVEY PERFORMED BY FOTH IN MAY 2021. FEATURES SHOWN CAN ONLY BE CONSIDERED INDICATIVE OF CONDITIONS EXISTING AT THAT TIME.

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%%UGENERAL NOTES:

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TIDAL DATUM (1983-2001 TIDAL EPOCH)

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STATION ID: 8443970 BOSTON, MA

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FEET

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HIGHEST OBSERVED TIDE (01/04/2018)

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MEAN HIGHER HIGH WATER

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MEAN HIGH WATER

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1. ACTIONS MUST BE TAKEN TO AVOID DAMAGE TO OR THE UNDERMINING OF THE ADJACENT STRUCTURES. ACTIONS MUST BE TAKEN TO AVOID DAMAGE TO OR THE UNDERMINING OF THE ADJACENT STRUCTURES. 2. ALL ACTIVE DREDGING SHALL OCCUR WITHIN AN AREA CONFINED BY A FLOATING TURBIDITY CURTAIN. CURTAIN TO ALL ACTIVE DREDGING SHALL OCCUR WITHIN AN AREA CONFINED BY A FLOATING TURBIDITY CURTAIN. CURTAIN TO BE INSTALLED TO ALLOW FOR CONTINUOUS OPERATION OF FACILITY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING THE TURBIDITY CURTAIN TO MEET ALL REQUIRED PERMIT CONDITIONS. 3. THE DREDGE BASIN DEPICTS LIMITS TO -30' MLLW AND 2.5:1 SIDE SLOPES. DRAWINGS DO NOT DEPICT LIMITS OF THE DREDGE BASIN DEPICTS LIMITS TO -30' MLLW AND 2.5:1 SIDE SLOPES. DRAWINGS DO NOT DEPICT LIMITS OF ALLOWABLE OVERDREDGE. 4. THE DREDGE DEPTH IS TO -30' MLLW WITH AN ALLOWABLE OVERDREDGE DEPTH OF -32' MLLW. CONTRACTOR IS THE DREDGE DEPTH IS TO -30' MLLW WITH AN ALLOWABLE OVERDREDGE DEPTH OF -32' MLLW. CONTRACTOR IS NOT REQUIRED TO UTILIZE THE FULL PERMITTED OVERDREDGE VOLUME AND SHALL ONLY OVER DREDGE THE MINIMUM NECESSARY TO ENSURE THAT THE CONTRACTED DREDGE DEPTH IS ACHIEVED. 5. ALL DREDGE MATERIAL SHALL BE DISPOSED OF AT THE CONFINED AQUATIC DISPOSAL (CAD) CELL DEPICTED ALL DREDGE MATERIAL SHALL BE DISPOSED OF AT THE CONFINED AQUATIC DISPOSAL (CAD) CELL DEPICTED HEREIN. DREDGE DISPOSAL SHALL BE LIMITED TO THE WINDOW BETWEEN 1 HOUR BEFORE AND 2 HOURS AFTER SLACK TIDE. 6. CONTRACTOR MUST COMPLETE TURBIDITY MONITORING AS OUTLINED IN THE PERMIT CONDITIONS. CONTRACTOR MUST COMPLETE TURBIDITY MONITORING AS OUTLINED IN THE PERMIT CONDITIONS. 7. CONTRACTOR MUST SUBMIT PRE AND POST DREDGE HYDROGRAPHIC SURVEYS OF THE ENTIRE DREDGE WORK AREA CONTRACTOR MUST SUBMIT PRE AND POST DREDGE HYDROGRAPHIC SURVEYS OF THE ENTIRE DREDGE WORK AREA AS WELL AS THE DISPOSAL SITE. 8. CONTRACTOR TO IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) TO MINIMIZE TURBIDITY DURING SEDIMENT CONTRACTOR TO IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) TO MINIMIZE TURBIDITY DURING SEDIMENT DISPOSAL INCLUDING, AT A MINIMUM, THOSE OUTLINED IN THE MASS DEP PERMIT CONDITIONS.

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1. HYDROGRAPHIC SURVEY COMPLETED BY FOTH ON 05/21/2021; THE CONDITIONS ARE ONLY HYDROGRAPHIC SURVEY COMPLETED BY FOTH ON 05/21/2021; THE CONDITIONS ARE ONLY REPRESENTATIVE OF THE CONDITIONS AT THE TIME OF THE SURVEY. 2. ALL UPLAND SURVEY AND BACKGROUND INFORMATION AS SHOWN WAS PROVIDED BY STANTEC AND WAS ALL UPLAND SURVEY AND BACKGROUND INFORMATION AS SHOWN WAS PROVIDED BY STANTEC AND WAS NOT VERIFIED AND IS SHOWN FOR REFERENCE ONLY. 3. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO ELEVATIONS BELOW MLLW. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO ELEVATIONS BELOW MLLW. 4. POSITIONS MEASURED BY RTK USING CORRECTIONS FROM VRS-KEYNET. POSITIONS MEASURED BY RTK USING CORRECTIONS FROM VRS-KEYNET. 5. COORDINATES ARE BASED ON NAD83 MASSACHUSETTS MAINLAND STATE PLANE GRID SYSTEM. COORDINATES ARE BASED ON NAD83 MASSACHUSETTS MAINLAND STATE PLANE GRID SYSTEM. 6. SOUNDINGS ARE BASED ON THE 25' GRID MINIMUM VALUE WITH THE POINT AT ITS ACTUAL LOCATION SOUNDINGS ARE BASED ON THE 25' GRID MINIMUM VALUE WITH THE POINT AT ITS ACTUAL LOCATION DATA SET FOR MAPPING. VOLUME CALCULATIONS SHALL UTILIZE 3' GRID AVERAGE VALUE WITH THE POINT AT ITS ACTUAL LOCATION. 7. THE INFORMATION DEPICTED ON THIS PLAN REPRESENTS THE RESULTS OF A HYDROGRAPHIC SURVEY THE INFORMATION DEPICTED ON THIS PLAN REPRESENTS THE RESULTS OF A HYDROGRAPHIC SURVEY PERFORMED ON THE DATES SHOWN, AND CAN ONLY BE CONSIDERED AS INDICATING THE SEABED CONDITIONS AT THAT TIME. INTERPOLATED INFORMATION FROM BETWEEN SOUNDING RUNS IS NOT GUARANTEED. SHOALS, OBSTRUCTIONS, OR OTHER DIFFERING CONDITIONS MAY EXIST BETWEEN THESE RUNS. NO SURVEYS WERE CONDUCTED TO LOCATE PROPERTY LINES, CHANNEL LIMITS, EASEMENTS, UTILITIES, GEOTECHNICAL FEATURES, SHORELINES, STRUCTURES, HABITATS, OR ANY OTHER PHYSICAL FEATURES RELATING TO THE PROJECT SITE, NOR DOES FOTH WARRANT THE EXISTENCE OR LOCATION OF SAID FEATURES. 8. POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAWINGS IS GRANTED ONLY IN POSSESSION AND USE OF THE MATERIAL CONTAINED ON THESE DRAWINGS IS GRANTED ONLY IN CONNECTION WITH ITS USE AS IT RELATES TO THE TITLED PROJECT. ANY OTHER USE, REPRODUCTION, OR DISCLOSURE OF THE INFORMATION CONTAINED HEREON IS EXPRESSLY PROHIBITED WITHOUT THE WRITTEN CONSENT OF FOTH.

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PUBLIC WORKS DEPARTMENT - MAINE

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PORTSMOUTH NAVAL SHIPYARD - KITTERY, ME

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XXX

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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DEPARTMENT OF THE NAVY

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CONSTR. CONTR. NO.

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DRAWFORM REVISION: 12 APRIL 2018

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SATISFACTORY TO

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APPROVED

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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CONTROLLED

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CONTROLLED

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CONTROLLED

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CHARLESTOWN NAVY YARD

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CHARLESTOWN, MA

AutoCAD SHX Text 1672764

AutoCAD SHX Text N40085-17-D-5004

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EXISTING BATHYMETRIC CONDITIONS PLAN

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AS SHOWN

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%%USURVEY NOTES:

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1. PROJECT NAME: USS CONSTITUTION BERTH BATHYMETRIC SURVEY PROJECT NAME: USS CONSTITUTION BERTH BATHYMETRIC SURVEY USS CONSTITUTION BERTH BATHYMETRIC SURVEY 2. PROJECT NUMBER: 0021S002.00 PROJECT NUMBER: 0021S002.00 0021S002.00 3. PLOT SCALE: 1"=30' PLOT SCALE: 1"=30' 1"=30' 4. SURVEY DATE: 5/21/2021 SURVEY DATE: 5/21/2021 5/21/2021 5. SURVEYOR: M. COUNT, J. RAY SURVEYOR: M. COUNT, J. RAY M. COUNT, J. RAY 6. VESSEL: OSCAR VESSEL: OSCAR OSCAR 7. TRANS./FATH.: 300KHZ, 150 DEGREE SWATH, MULTI-BEAM, RESON T-50, POS TRANS./FATH.: 300KHZ, 150 DEGREE SWATH, MULTI-BEAM, RESON T-50, POS 300KHZ, 150 DEGREE SWATH, MULTI-BEAM, RESON T-50, POS M/V, RTK KEYNET CORRECTIONS 8. WEATHER COND: SUNNY, 65 DEGREES, WIND E 0-5 KTS WEATHER COND: SUNNY, 65 DEGREES, WIND E 0-5 KTS SUNNY, 65 DEGREES, WIND E 0-5 KTS 9. PROJECT DATUM: MLLW PROJECT DATUM: MLLW MLLW 10. COOR. SYSTEM: NAD-83, MASSACHUSETTS MAINLAND COOR. SYSTEM: NAD-83, MASSACHUSETTS MAINLAND NAD-83, MASSACHUSETTS MAINLAND 11. DATA REDUCTION: CONTOURS 3X3 MINIMUM VALUE, SOUNDINGS 25X25 MINIMUM VALUE, DATA REDUCTION: CONTOURS 3X3 MINIMUM VALUE, SOUNDINGS 25X25 MINIMUM VALUE, CONTOURS 3X3 MINIMUM VALUE, SOUNDINGS 25X25 MINIMUM VALUE, VOLUME CALCULATIONS 3X3 AVERAGE VALUE 12. BENCHMARK: MAG NAIL #6 FOUND ON SITE, PROVIDED BY STANTEC EL.=+14.25 BENCHMARK: MAG NAIL #6 FOUND ON SITE, PROVIDED BY STANTEC EL.=+14.25 MAG NAIL #6 FOUND ON SITE, PROVIDED BY STANTEC EL.=+14.25 (14.59' MLLW)

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FINGER PIER

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FLOATING DOCK

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BASELINE A-A CONTROL POINTS

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STATION

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CHANNEL LIMITS

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SAMPLE LOCATIONS

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CON-2

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SEDIMENT SAMPLING LOCATION INSIDE DREDGE FOOTPRINT

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SEDIMENT SAMPLING LOCATION OUTSIDE DREDGE FOOTPRINT

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CON-6

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PIER 1

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PORT SECURITY BARRIER

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FERRY TERMINAL

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FLOATING DOCK

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STEEL DOLPHIN

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TIMBER DOLPHINS

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STRUCTURAL

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TEEDEN

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MATTHEW L.

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APPROXIMATE DREDGE VOLUME (EL -30 FT MLLW) 1000 CY

APPROXIMATE ALLOWABLE OVERDREDGE VOLUME

(EL -32 FT MLLW) 1570 CY

Appledore Marine Engineering, LLC

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45 BLUE SKY DRIVE

BURLINGTON, MA 01803

C-102

12880491

CN-23-477

STA. NORTHING EASTING

1 2961122.3270 775904.3396

2 2961110.6612 775896.5129

3 2960774.5084 776422.1216

4 2960781.1882 776436.8386

DREDGE PLAN

01/30/2023

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AutoCAD SHX Text N 2960711.82

AutoCAD SHX Text E 776349.49

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SHED

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"CHARLESTOWN NAVY SHIPYARD VISITOR CENTER"

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BUILDING 109

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BLDG M-1

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AutoCAD SHX Text N57°37'19"W

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AutoCAD SHX Text N57°37'19"W

AutoCAD SHX Text 676.62

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PIER & BULKHEAD LINE OF 1948 AND PIER & BULKHEAD LINE OF 1939

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N/F MASSACHUSETTS PORT AUTHORITY

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PROPERTY LINE AND PIER & BULKHEAD LINE

AutoCAD SHX Text N 2960731.02 E 776326.30

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LEGEND:

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5 FT CONTOUR

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1 FT CONTOUR

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DREDGE VOLUME

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1. CONTROL POINTS REPRESENT THE LIMITS OF THE BERTH DREDGE FOOTPRINT WITHIN WHICH THE CONTROL POINTS REPRESENT THE LIMITS OF THE BERTH DREDGE FOOTPRINT WITHIN WHICH THE MINIMUM CONTRACTED DREDGE DEPTHS MUST BE ACHIEVED. THE LOCATION OF THE CONTROL POINTS ARE SHOWN IN MASSACHUSETTS STATE PLANE COORDINATE SYSTEM. THE TOTAL DREDGE LIMITS DEPICTED HERE ARE APPROXIMATE AND INCLUDE THE DREDGE FOOTPRINT PLUS THE AREA IMPACTED BY THE SIDE SLOPES. 2. VOLUMES INDICATED IN THE TABLE REPRESENT THE DREDGE VOLUMES ASSOCIATED WITH THE USS VOLUMES INDICATED IN THE TABLE REPRESENT THE DREDGE VOLUMES ASSOCIATED WITH THE USS CONSTITUTION BERTH MAINTENANCE DREDGING. 3. THE 2 FT ALLOWABLE OVERDREDGE IS THE MAXIMUM PERMITTED. CONTRACTOR IS NOT REQUIRED TO THE 2 FT ALLOWABLE OVERDREDGE IS THE MAXIMUM PERMITTED. CONTRACTOR IS NOT REQUIRED TO UTILIZE THE FULL PERMITTED OVERDREDGE VOLUME AND SHALL ONLY OVERDREDGE THE MINIMUM REQUIRED TO ENSURE THE CONTRACTED DREDGE DEPTHS ARE ACHIEVED. 4. DREDGE VOLUMES DEPICTED HERE ARE IN-SITU YARDS. DREDGE VOLUMES DEPICTED HERE ARE IN-SITU YARDS. 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A FLOATING TURBIDITY CURTAIN AROUND THE WORK CONTRACTOR IS RESPONSIBLE FOR PROVIDING A FLOATING TURBIDITY CURTAIN AROUND THE WORK ZONE PRIOR TO THE COMMENCEMENT OF DREDGING OPERATIONS. CONTRACTOR MUST MAINTAIN THE CURTAIN THROUGHOUT THE DURATION OF THE DREDGING OPERATIONS. THE FLOATING TURBIDITY CURTAIN SHOWN HERE IS FOR SCHEMATIC PURPOSES ONLY. THE LAYOUT OF THE CURTAIN SHALL BE DETERMINED BY THE CONTRACTOR AS APPLICABLE TO THEIR MEANS AND METHODS TO MEET ALL PERMIT REQUIREMENTS AND CONDITIONS. REFER TO SHEET C-501 FOR ADDITIONAL DETAILS AND NOTES REGARDING THE FLOATING TURBIDITY CURTAIN REQUIREMENTS. 6. NO VESSELS, BARGES, APPURTENANCES, OR THE TURBIDITY CURTAIN SHALL BE MOORED OR FASTENED NO VESSELS, BARGES, APPURTENANCES, OR THE TURBIDITY CURTAIN SHALL BE MOORED OR FASTENED TO THE TIMBER PILE DOLPHINS.

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PUBLIC WORKS DEPARTMENT - MAINE

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PORTSMOUTH NAVAL SHIPYARD - KITTERY, ME

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XXX

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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DEPARTMENT OF THE NAVY

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DRAWFORM REVISION: 12 APRIL 2018

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SEAL

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EPROJECT NO.:

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CONTROLLED

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CONTROLLED

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CONTROLLED

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CHARLESTOWN NAVY YARD

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CHARLESTOWN, MA

AutoCAD SHX Text 1672764

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DREDGE PLAN

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DREDGE BASIN COORDINATES

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PROPOSED DREDGE AREA

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DREDGE FOOTPRINT CONTROL POINTS

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STATION

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DESIGN DREDGE SIDE SLOPE

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FLOOD

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EBB

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BOSTON HARBOR

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SCALE: 1"=30'-0"

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STEEL DOLPHIN

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FINGER PIER

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FLOATING DOCK

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APPROXIMATE DREDGE LIMITS (INCLUDING SIDE SLOPES)

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APPROXIMATE DREDGE FOOTPRINT

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AutoCAD SHX Text 1:2.5

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APPROXIMATE DREDGE LIMITS (INCLUDING SIDE SLOPES)

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APPROXIMATE DREDGE FOOTPRINT

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CHANNEL LIMITS

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PIER 1

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PORT SECURITY BARRIER

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FLOATING TURBIDITY CURTAIN (SEE NOTE 5)

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TIMBER DOLPHINS

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STRUCTURAL

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MATTHEW L.

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PHASING PLAN - A

C-103

12880492

CN-23-478

PHASING PLAN - B

01/30/2023

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BUILDING 109

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BUILDING 109

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LEGEND:

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5 FT CONTOUR

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1 FT CONTOUR

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%%UNOTES:

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1. DREDGING SHALL TAKE PLACE IN MULTIPLE PHASES TO ALLOW THE VESSEL TO MAINTAIN DREDGING SHALL TAKE PLACE IN MULTIPLE PHASES TO ALLOW THE VESSEL TO MAINTAIN MOORING AT BERTH. DURING DREDGING OPERATIONS, THE VESSEL WILL BE BERTHED AT EITHER OF THE LOCATIONS SHOWN. 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ON SITE CREW AND GOVERNMENT CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ON SITE CREW AND GOVERNMENT STAFF. 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A FLOATING TURBIDITY CURTAIN AROUND CONTRACTOR IS RESPONSIBLE FOR PROVIDING A FLOATING TURBIDITY CURTAIN AROUND THE WORK ZONE PRIOR TO THE COMMENCEMENT OF DREDGING OPERATIONS. CONTRACTOR MUST MAINTAIN THE CURTAIN THROUGHOUT THE DURATION OF THE DREDGING OPERATIONS. THE FLOATING TURBIDITY CURTAIN SHOWN HERE IS FOR SCHEMATIC PURPOSES ONLY. THE LAYOUT OF THE CURTAIN SHALL BE DETERMINED BY THE CONTRACTOR AS APPLICABLE TO THEIR MEANS AND METHODS TO MEET ALL PERMIT REQUIREMENTS AND CONDITIONS. REFER TO SHEET C-501 FOR ADDITIONAL DETAILS AND NOTES REGARDING THE FLOATING TURBIDITY CURTAIN REQUIREMENTS. 6. QUANTITY, LAYOUT, AND SIZES OF BARGES SHOWN ARE FOR SCHEMATIC PURPOSES ONLY. QUANTITY, LAYOUT, AND SIZES OF BARGES SHOWN ARE FOR SCHEMATIC PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR DETERMINING APPROPRIATELY SIZED EQUIPMENT BASED ON THEIR PROPOSED MEANS AND METHODS. 7. CONTRACTOR WILL HAVE UPLAND PARKING ON SITE FOR UP TO 6 VEHICLES DURING CONTRACTOR WILL HAVE UPLAND PARKING ON SITE FOR UP TO 6 VEHICLES DURING NORMAL WORKING HOURS. CONTRACTOR WILL HAVE ACCESS TO THE FLOATING DOCK SHOWN, OR SIMILAR, FOR OVERNIGHT MOORING OF A SMALL WORK BOAT FOR SHUTTLING CREW MEMBERS TO AND FROM THE BARGE. PARKING AND MOORING OF (~18± FT LOA)VESSELS MUST BE COORDINATED WITH THE PARK FACILITY AND VESSEL. CONTRACTOR TO PROVIDE TEMPORARY SECURITY FENCING TO DELINEATE WORK SITE. 8. USS CONSTITUTION, CAMELS, AND APPURTENANCES TO BE MOVED BY GOVERNMENT. USS CONSTITUTION, CAMELS, AND APPURTENANCES TO BE MOVED BY GOVERNMENT. 9. DREDGE BUCKET WILL NOT BE PERMITTED ABOVE THE USS CONSTITUTION. CONTRACTOR DREDGE BUCKET WILL NOT BE PERMITTED ABOVE THE USS CONSTITUTION. CONTRACTOR WILL BE REQUIRED TO KEEP FINGER PIER AND FLOATING DOCKS FREE OF DREDGE SPOILS.

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PUBLIC WORKS DEPARTMENT - MAINE

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PORTSMOUTH NAVAL SHIPYARD - KITTERY, ME

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XXX

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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DEPARTMENT OF THE NAVY

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DRAWFORM REVISION: 12 APRIL 2018

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SEAL

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A/E INFO

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EPROJECT NO.:

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CONTROLLED

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CONTROLLED

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CONTROLLED

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CHARLESTOWN NAVY YARD

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CHARLESTOWN, MA

AutoCAD SHX Text 1672764

AutoCAD SHX Text N40085-17-D-5004

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PHASING PLAN

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AS SHOWN

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PROPOSED DREDGE AREA

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FINGER PIER

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FLOATING DOCK

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STATION

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PROPERTY BOUNDARIES

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FINGER PIER

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PROPERTY BOUNDARIES

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CHANNEL LIMITS

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PIER 1

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PIER 1

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DREDGE SCOW

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DREDGE SCOW

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DREDGE SCOW

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DREDGE SCOW

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PORT SECURITY BARRIER

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PORT SECURITY BARRIER

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TEMPORARY SECURITY FENCING

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TEMPORARY SECURITY FENCING

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FLOATING DOCK

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STEEL DOLPHIN

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TIMBER DOLPHINS

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STEEL DOLPHIN

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45 BLUE SKY DRIVE

BURLINGTON, MA 01803

DREDGE SPOIL DISPOSAL LOCATION PLAN

C-104

12880493

CN-23-479

NO. NORTHING EASTING

1 2964549.15 778654.93

2 2964137.00 778571.00

3 2963699.02 778571.00

4 2962830.52 778571.00

5 2962580.52 778571.00

6 2962580.52 779171.00

7 2962830.52 779171.00

8 2963699.02 779171.00

9 2964549.15 779171.00

01/30/2023

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FLOOD

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EBB

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BOSTON HARBOR

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PUBLIC WORKS DEPARTMENT - MAINE

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PORTSMOUTH NAVAL SHIPYARD - KITTERY, ME

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XXX

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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1. COORDINATES SHOWN ARE IN MASSACHUSETTS STATE PLAN COORDINATE SYSTEM. CAD CELL LIMITS AND COORDINATES SHOWN ARE IN MASSACHUSETTS STATE PLAN COORDINATE SYSTEM. CAD CELL LIMITS AND SURVEY TAKEN FROM USACE DRAWING TITLED" MAIN SHIP CAD CELL PLAN" SHEET ID # C-112, DATED OCTOBER 2017. 2. DREDGE SPOILS SHALL BE DISPOSED WITHIN THE HATCHED AREA ONLY. ALL DREDGE MATERIAL DREDGE SPOILS SHALL BE DISPOSED WITHIN THE HATCHED AREA ONLY. ALL DREDGE MATERIAL DISPOSED WITHIN THE CAD CELL MUST BE PLACED BELOW ELEVATION -47 FT (MLLW). DISPOSAL MUST OCCUR BETWEEN 1 HOUR BEFORE AND 2 HOURS AFTER SLACK TIDE. 3. CONTRACTOR IS REQUIRED TO RECEIVE DISPOSAL AUTHORIZATION FROM THE NEW ENGLAND DISTRICT CONTRACTOR IS REQUIRED TO RECEIVE DISPOSAL AUTHORIZATION FROM THE NEW ENGLAND DISTRICT REGULATORY OFFICE AS WELL AS MASSPORT PRIOR TO DREDGE DISPOSAL ACTIVITIES. 4. CONTRACTOR SHALL PERFORM PRE AND POST CONSTRUCTION SURVEY OF ENTIRE CAD CELL TO A CONTRACTOR SHALL PERFORM PRE AND POST CONSTRUCTION SURVEY OF ENTIRE CAD CELL TO A MINIMUM DISTANCE 100 FEET OUTSIDE OUTERMOST BOUNDARY SHOWN ON THIS PLAN. 5. ALL DISPOSAL OPERATIONS SHALL COMPLY WITH SPECIFICATIONS AND ALL REGULATORY APPROVALS.ALL DISPOSAL OPERATIONS SHALL COMPLY WITH SPECIFICATIONS AND ALL REGULATORY APPROVALS.

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01/30/2023

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PORTSMOUTH NAVAL SHIPYARD - KITTERY, ME

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XXX

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