13372.102.R8.Rev0_CPMT_RTA_Plans.pdf

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

NEW YORK DISTRICT

3 CHAPEL AVE, JERSEY CITY, NEW JERSEY

CAVEN POINT MARINE TERMINAL

HYBRID VESSEL SHORE POWER SYSTEM

JANUARY 2025

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INDEX

SHEET NO.

G-001

V-103

C-101

DESCRIPTION

COVER SHEET

EXISTING CONDITIONS (3 OF 3)

SITE LAYOUT 1 OF 4

S-003 GENERAL STRUCTURAL DATA

S-001 GENERAL STRUCTURAL NOTES 1 OF 2

LOCATION PLAN

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VICINITY MAP

S-501

S-101

S-301

PLAN

NORTH

PLAN

NORTH

C-103 SITE LAYOUT 3 OF 4

MOORING STRUCTURE

FENDER SYSTEM SECTION

PIPE PILE ASSEMBLY DETAILS

C-301 OVERALL TYPICAL SECTION

S-002 GENERAL STRUCTURAL NOTES 2 OF 2

GC102 STAGING AREA

GC101 SITE ACCESS

B-101 BORING LOCATION PLAN

BB101 BORING LOGS 1 OF 3

C-105 CABLE CRANE PLAN

C-302 CABLE CRANE ELEVATION

CD101 DEMOLITION AND EXCAVATION PLAN 1 OF 2

C-106 SHORE POWER CABLE CRANE OPERATING ENVELOPE PLAN

C-303 SHORE TO SHIP GANGWAY ACCESS ELEVATION

C-304 SHORE POWER CABLE CRANE OPERATING ENVELOPE

BB102 BORING LOGS 2 OF 3

G-002 ABBREVIATIONS & SYMBOLS

G-003 GENERAL NOTES

V-101 EXISTING CONDITIONS (1 OF 3)

S-502 CRANE FOUNDATION DETAILS 1 OF 3

S-503 CRANE FOUNDATION DETAILS 3 OF 3

E-001 ELECTRICAL NOTES & ABBREVIATIONS

E-101 ELECTRICAL SITE PLAN

E-401 ELECTRICAL ENLARGED PLANS

EG401 ELECTRICAL ENLARGED PLANS - GROUNDING

E-501 ELECTRICAL DETAILS (1 OF 2)

E-502 ELECTRICAL DETAILS (2 OF 2)

E-601 SINGLE LINE DIAGRAM

S-102 MOORING STRUCTURE REINFORCEMENT

G-004 STATEMENT OF SPECIAL INSPECTIONS

CD102 DEMOLITION AND EXCAVATION PLAN 2 OF 2

C-102 SITE LAYOUT 2 OF 4

C-104 SITE LAYOUT 4 OF 4

S-504 CAMEL CONNECTION AND LADDER DETAILS

V-102 EXISTING CONDITIONS (2 OF 3)

C-001 GENERAL LAYOUT PLAN

FOR ALL DRAWINGS THE CONTRACTOR SHALL

INTERPRET REFERENCES TO THE "CONSTRUCTION

MANAGEMENT OFFICIAL", THE "BUILDING OFFICIAL", THE

"STRUCTURAL ENGINEER", AND THE

"ARCHITECT/ENGINEER & A/E & AE" TO MEAN THE

CONTRACTING OFFICER (CO) OR CONSTRUCTION

OFFICER REPRESENTATIVE (COR)

S-502A CRANE FOUNDATION DETAILS 2 OF 3

S-301A CAMEL ABRASION CONTROL

BB102A BORING LOGS 3 OF 3

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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READY TO ADVERTISE

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SYMBOLS

BOAT CLEAT

BUILDING

CURB

FENCE

ELECTRIC CONDUIT IN CONCRETE

WATERLINE

GAS

STORMWATER

SANITARY

FIRE HYDRANT

MANHOLE OR HANDHOLE AS NOTED

STORMWATER/SANITARY MANHOLE

WATERLINE HANDHOLE

JUNCTION BOX

W

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SD

SS

ABBREVIATIONS:

J

S

W

AT OR ABOUT

CENTERLINE

DEGREES

DIAMETER

ELEVATION IN FEET

NUMBER

PERCENT

MATCH LINE OR DATUM

NORTH ARROW

CONCRETE

EARTH

GROUT

STEEL

VOID FORM

BEDROCK

DEMOLITION

PLAN

NORTH

Ø

EL. +10.50

(T.O.C.)

ABUT ABUTMENT

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

AISI AMERICAN IRON AND STEEL INSTITUTE

APPROX APPROXIMATE

ARI ANNUAL RECURRENCE INTERVAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BM BENCH MARK

BDLG BUILDING

BOC BOTTOM OF CONCRETE

BOTTOM BOTTOM

BTWN BETWEEN

C CELSIUS

CP CONNECTOR PIPES

CTOC CENTER TO CENTER

CIP CAST-IN-PLACE

CJ CONTRACTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

cm CENTIMETER

COMM COMMUNICATIONS

CONC CONCRETE

CONT CONTINUOUS

CPMT CAVEN POINT MARINE TERMINAL

CRS COLD ROLLED STEEL

CSJ CONSTRUCTION JOINT

CTRSK COUNTERSUNK

CU YD CUBIC YARD

Db DIAMETER HOOKED BAR

DBA DEFORMED BAR ANCHOR

DEG DEGREE

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTION

DWG DRAWING

(E) EXISTING

EA EACH

EF EACH FACE

EG FOR EXAMPLE

EL ELEVATION

ELEC ELECTRICAL

EM ENGINEER MANUAL

EQ EQUAL

EQUIV EQUIVALENT

ES EACH SIDE

EST ESTIMATED

ETC ET CETERA

EW EACH WAY

EXIST EXISTING

EXP JT EXPANSION JOINT

EXTN EXTENSION

F FAHRENHEIT

FCM FRACTURE CRITICAL MEMBER

FCP FRACTURE CRITICAL PROCEDURE

FF FAR FACE

FIN FINISHED

FO FACE OF

FT FEET

GALV GALVANIZED

GFECI GOVERNMENT FURNISHED EQUIPMENT,

CONTRACTOR INSTALLED

GR GRADE

HDPE HIGH DENSITY POLYETHYLENE

HH HANDHOLE

ID INLET DRAIN

ID INSIDE DIAMETER

IF INSIDE FACE

IJ ISOLATION JOINT

IN INCH

INV INVERT

JT JOINT

LAT LOWEST ASTRONOMICAL TIDE

LD DEVELOPMENT LENGTH

LDH HOOK DEVELOPMENT LENGTH

LMSL LOCAL MEAN SEA LEVEL

LOC LOCATION

MAX MAXIMUM

MD MOORING DOLPHIN

MH MANHOLE

MHHW MEAN HIGHER HIGH WATER

MHLW MEAN HIGHER LOW WATER

MIN MINIMUM

MISC MISCELLANEOUS

MLHW MEAN LOWER HIGH WATER

MLLW MEAN LOWER LOW WATER

MSL MEAN SEA LEVEL

NA NOT AVAILABLE

NAVD NORTH AMERICAN VERTICAL DATUM

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OH OPPOSITE HAND

OPP OPPOSITE

PC PIER COLUMN

P/C PRECAST

PCF POUNDS PER CUBIC FOOT

PD PROJECT DATUM

PI POINT OF INTERSECTION

PL PLATE

PLCS PLACES

PROT PROTECTED

psf POUNDS PER SQUARE FOOT psi POUNDS PER SQUARE INCH

PT POST-TENSION(ED)

R RADIUS

REINF REINFORCEMENT

REQD REQUIRED

SCHED SCHEDULE

SEC SECOND

SECT SECTION

SD STORM DRAIN

SIM SIMILAR

SP SPACE / SPACED

SQ SQUARE

SS STAINLESS STEEL

STA STATION

STD STANDARD

STIF STIFFENER

SYMM SYMMETRIC

TBD TO BE DETERMINED

THK THICK

TOC TOP OF CONCRETE

TOG TOP OF GATE

TOS TOP OF STEEL

TD TRENCH DRAIN

TYP TYPICAL

T & B TOP & BOTTOM

UHMW (PE) ULTRA HIGH

MOLECULAR WEIGHT (POLYETHYLENE)

UON UNLESS NOTED OTHERWISE

UT ULTRASONIC TESTING REQUIRED

VERT VERTICAL

V : H VERTICAL : HORIZONTAL

W/ WITH

WP WORK POINT

WT WALL THICKNESS

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GENERAL NOTES

1. IN THE EVENT OF A CONFLICT BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, THE SPECIFICATIONS MUST TAKE PRECEDENCE. CONTRACTOR MUST VERIFY INFORMATION GIVEN HERE WITH SPECIFICATIONS AND OTHER DOCUMENTS AND BRING ANY CONFLICTS TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE BEGINNING

AFFECTED WORK. THE CONTRACTING OFFICER WILL RESOLVE ANY SUCH CONFLICT.

2. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS.

3. ALL WORK MUST CONFORM TO THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.

4. ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED.

5. THE CONTRACTOR MUST ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL ENVIRONMENTAL PROTECTION

STANDARDS, LAWS AND REGULATIONS.

6. THE CONTRACTOR MUST KEEP COPIES OF ALL ENVIRONMENTAL PERMITS AND LICENSES ON SITE DURING

CONSTRUCTION.

7. THE CONTRACTOR MUST BE RESPONSIBLE FOR ALL USACE, EM 385-1-1 AND OSHA SAFETY PRECAUTIONS.

METHOD OF DEMOLITION, AND CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.

8. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR MUST CHECK THE DRAWINGS AGAINST THE WORK SITE.

FIELD VERIFY ALL FEATURES, DIMENSIONS, AND ELEVATIONS VERIFYING SIZE AND LOCATION OF ALL ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION WORKS AS WELL AS COORDINATING USE OF ALL TRADES. THE CONDITIONS SHOWN ON THESE DRAWINGS ARE BASED ON AVAILABLE EXISTING DATA. PRIOR TO FABRICATION OF ASSEMBLIES OR CONSTRUCTION, NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS OR SITE CONDITIONS. THE CONTRACTOR MUST NOT BEGIN CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED BY THE

CONTRACTING OFFICER.

9. THE LOCATION AND SIZE OF THE EXISTING UTILITIES SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE, THE FOLLOWING MUST BE PERFORMED:

A. VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES WITHIN THE WORK AREA PRIOR TO

CONSTRUCTION.

B. EXERCISE EXTREME CAUTION WHEN WORKING ADJACENT TO EXISTING LINES TO PREVENT DAMAGE TO

THESE LINES.

C. CONTRACTOR WILL DESIGN AND IMPLEMENT RESTORATION OF ANY EXISTING UNDERGROUND COMPONENTS DAMAGED DURING CONSTRUCTION. APPROVAL FROM CONTRACTING OFFICER IS REQUIRED TO PERFORM ALL

RESTORATIONS AT NO ADDITIONAL COST TO THE GOVERNMENT.

D. MAINTAIN UTILITIES IN ACTIVE OPERATION AT ALL TIMES. INSTALL, TEST AND MAKE FULLY OPERATIONAL

PERMANENT OR TEMPORARY BEFORE EXISTING UTILITIES ARE DISCONNECTED.

10. ALL ELEVATIONS PROVIDED ON THE DRAWINGS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM

(NAVD88), UNLESS OTHERWISE NOTED.

11. LINES AND GRADES: ELEVATION DATUM AND CONSTRUCTION BASELINE MUST BE ESTABLISHED AND MAINTAINED

BY THE CONTRACTOR.

12. THE CONTRACTOR MUST ENSURE THAT ALL PIPES, CATCH BASINS, MANHOLES, SWALES, ETC. WITHIN AND NEAR THE AREA OF WORK ARE KEPT FREE FROM MATERIAL THAT WOULD HAMPER THE PERFORMANCE OF THE DRAINAGE SYSTEMS. UPON COMPLETION OF THE CONSTRUCTION, REMOVE ACCUMULATED SEDIMENT, DISPOSE OF ALL UNSUITABLE OR EXCESS EXCAVATED MATERIALS AT A LEGAL DISPOSAL SITE APPROVED FOR SUCH

MATERIALS.

13. THE CONTRACTOR MUST PLACE SEDIMENT CONTROL DEVICES AND OTHER DEVICES AS NECESSARY TO PREVENT CONSTRUCTION MATERIALS FROM ENTERING THE WATER AND LEAVING THE IMMEDIATE VICINITY OF THE SITE.

THE CONTRACTOR MUST BE RESPONSIBLE FOR CLEAN-UP OF ANY MATERIALS DEPOSITED OUTSIDE THE WORK

AREA.

14. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE MAINTENANCE OF THE CONSTRUCTION SITE AND THE AREAS OF WORK WHILE PERFORMING THE WORK OF THIS CONTRACT. CONSTRUCTION DEBRIS MUST BE REMOVED FROM

THE CONSTRUCTION SITE ON A DAILY BASIS. NO BURNING OF DEBRIS IS PERMITTED.

15. ALL DEMOLITION MATERIAL, EXCESS EXCAVATION MATERIAL, AND ALL UNSUITABLE MATERIAL MUST BE HAULED

OFF-SITE AND PROPERLY DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL LAW.

16. THE CONTRACTOR MUST UTILIZE WET METHODS OR PROVIDE SUFFICIENT LOCAL EXHAUST VENTILATION WHEN

DRILLING, CUTTING, OR OTHERWISE PENETRATING CONCRETE TO REDUCE AIRBORNE DUST.

17. THE CONTRACTOR MUST ENSURE PAINTS AND COATINGS ON METAL STRUCTURES ARE SCALED BACK TO A

MINIMUM OF 4" PRIOR TO PERFORMING WELDING OPERATIONS.

18. CONTRACTOR INITIATED CHANGES MUST BE SUBMITTED IN WRITING TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES ONLY SHOWN ON SHOP DRAWINGS WILL NOT

SATISFY THIS REQUIREMENT.

19. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED MUST BE SUPERVISED BY THE MANUFACTURER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION

IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE MANUFACTURER.

20. CONTRACTOR MUST TEMPORARILY BRACE INCOMPLETE PARTS OF THE STRUCTURE UNTIL SUCH TIME AS EACH

ELEMENT AS A WHOLE IS COMPLETE.

21. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE CONTRACTING OFFICER.

THESE ITEMS MUST FIRST BE VERIFIED, REVIEWED, AND STAMPED BY THE CONTRACTOR PRIOR TO DELIVERY TO

THE CONTRACTING OFFICER.

22. FOR GEOTECHNICAL INFORMATION, SEE SHEETS B-101, BB101, AND BB102.

23. FOR EXISTING CONDITION SURVEY INFORMATION, SEE SHEET V-101, V-102, AND V-103.

DEMOLITION, REMOVAL AND STORAGE

1. DEMOLITION WORK MUST BE IN ACCORDANCE WITH THE PLANS AND PROJECT SPECIFICATIONS. DEMOLITION PLANS INCLUDED FOR EACH DISCIPLINE ARE LIMITED TO THAT SPECIFIC DISCIPLINE AND NOT ALL ENCOMPASSING.

2. NECESSARY PRECAUTIONS MUST BE TAKEN TO ENSURE THAT ADJACENT STRUCTURES ARE PROTECTED DURING

DEMOLITION.

3. PARTIAL DEMOLITION OF EXISTING CONCRETE MUST BE AS INDICATED. RUBBISH AND DEBRIS MUST BE COLLECTED AND REMOVED FROM GOVERNMENT PROPERTY AND DISPOSED OF AT A LEGAL OFF-SITE LANDFILL.

4. PERFORM BOTTOM DEBRIS SURVEY PRIOR TO ANY PILE INSTALLATION. REMOVE ALL EXISTING DEBRIS WITHIN THE

FOOTPRINT OF THE NEW STRUCTURE.

5. COLLECT AND DISPOSE OF ALL CONSTRUCTION DEBRIS. DO NOT LET DEBRIS, CONCRETE, REMOVED ITEMS, ETC., FALL INTO THE WATER.

6. ALL DEBRIS THAT FALLS INTO THE WATER MUST BE RETRIEVED AND DISPOSED OF PROPERLY.

7. DEMOLITION MUST BE ACCOMPLISHED IN A MANNER THAT MEETS ALL FEDERAL/STATE/LOCAL REGULATIONS AND PERMIT REQUIREMENTS AND DOES NOT DIMINISH THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE.

CROSS-REFERENCE LEGEND

NOTE:

LETTER AND NUMBER COMBINATION INDICATE IDENTIFICATION OF SECTION, DETAIL OR VIEW. IDENTIFICATION IS BASED ON THE LOCATION ON THE SHEET WHERE SHOWN. WHEN REFERENCING DRAWING INFORMATION BETWEEN SHEETS BOTH THE IDENTIFICATION AND THE SHEET ARE QUOTED TOGETHER - EITHER IN CALLOUT

FORMAT AS SHOWN ABOVE OR IN THE FORM "VIEW NO./SHEET NO." (A1/S-101).

DETAIL IDENTIFICATION

2019181716151413121110987654321 P P20P19P18P17P16P15P14P13P12P11P10P9P8P7P6P5P4P3P2P1 N N20N19N18N17N16N15N14N13N12N11N10N9N8N7N6N5N4N3N2N1 M M20M19M18M17M16M15M14M13M12M11M10M9M8M7M6M5M4M3M2M1 L L20L19L18L17L16L15L14L13L12L11L10L9L8L7L6L5L4L3L2L1 K K20K19K18K17K16K15K14K13K12K11K10K9K8K7K6K5K4K3K2K1 J J20J19J18J17J16J15J14J13J12J11J10J9J8J7J6J5J4J3J2J1 H H20H19H18H17H16H15H14H13H12H11H10H9H8H7H6H5H4H3H2H1 G G20G19G18G17G16G15G14G13G12G11G10G9G8G7G6G5G4G3G2G1 F F20F19F18F17F16F15F14F13F12F11F10F9F8F7F6F5F4F3F2F1 E E20E19E18E17E16E15E14E13E12E11E10E9E8E7E6E5E4E3E2E1 D D20D19D18D17D16D15D14D13D12D11D10D9D8D7D6D5D4D3D2D1 C C20C19C18C17C16C15C14C13C12C11C10C9C8C7C6C5C4C3C2C1 B B20B19B18B17B16B15B14B13B12B11B10B9B8B7B6B5B4B3B2B1 A A20A19A18A17A16A15A14A13A12A11A10A9A8A7A6A5A4A3A2A1

LOCATION SHEET

(SEE NOTE)

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US Army Corps of Engineers

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SCALE: 1" = 1'-0"

SAMPLE VIEW TITLEA1

DETAIL/SECTION

IDENTIFICATION

SECTION IDENTIFICATION

SHEET WHERE SHOWN

EXISTING CONDITIONS NOTES:

1. DRAINAGE AND UTILITY AS-BUILT PLAN BY CARSON

CORPORATION, PERFORMED FEBRUARY 2018.

2. THE EXISTENCE SIZE AND/OR LOCATION OF UTILITIES

ARE NOT GUARANTEED BY THIS PLAN. THE

CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF

ALL UTILITIES PRIOR TO CONSTRUCTION.

E-501 H1

E-501

SHEET WHERE SHOWN

SECTION CALLOUTS

DRAWING

SCALE TEXT

40'20'0'

H1

VIEW TITLE CALLOUTS

V-308 B2

V-308 B2

DETAIL IDENTIFICATION

REFERENCE SHEET ON WHICH

ELEVATION OR SECTION IS SHOWN

DETAIL CALLOUTS

GRAPHIC SCALE

G -0

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G-003

DETAIL IDENTIFICATION

REFERENCE SHEET ON WHICH

ELEVATION OR SECTION IS SHOWN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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G-004

STATEMENT OF SPECIAL INSPECTIONS

THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE:

THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED AS A CONDITION FOR

PERMIT ISSUANCE IN ACCORDANCE WITH THE SPECIAL INSPECTION AND STRUCTURAL

TESTING REQUIREMENTS OF THE BUILDING CODE SECTIONS 1704 AND 1705.

THIS STATEMENT OF SPECIAL INSPECTIONS ENCOMPASS THE FOLLOWING ITEMS AND

DISCIPLINES:

A. CONSTRUCTION OF NEW MOORING DOLPHINS WITH RUB RAIL, FENDER SYSTEM,

STRUCTURAL FOOTINGS FOR ELECTRICAL COMPONENTS, AND ALL ASSOCIATED

EXCAVATION, FILL, AND REPLACEMENT OF ASPHALT PARKING SURFACE WITHING

AFFECTED AREA

X STRUCTURAL SPECIAL INSPECTIONS PER 1704 AND 1705

__ STRUCTURAL SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE

__ STRUCTURAL SPECIAL INSPECTIONS FOR WIND RESISTANCE

THE SCHEDULE OF SPECIAL INSPECTIONS SUMMARIZES THE SPECIAL INSPECTIONS

AND TESTS REQUIRED. SPECIAL INSPECTORS WILL REFER TO APPROVED PLANS AND

SPECIFICATIONS FOR DETAILED SPECIAL INSPECTION REQUIREMENTS. ANY

ADDITIONAL TESTS AND INSPECTIONS REQUIRED BY THE APPROVED PLANS AND

SPECIFICATIONS WILL ALSO BE PERFORMED.

THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE REQUIRED BY U.S.

ARMY CORPS OF ENGINEERS AND OTHER SECTIONS OF THE BUILDING CODE. SPECIAL

INSPECTIONS ARE NOT A SUBSTITUTE FOR INSPECTION BY THE CONTRACTING OFFICER

OR BUILDING OFFICIAL HAVING JURISDICTION.

THE SPECIAL INSPECTIONS COORDINATOR SHALL KEEP RECORDS OF ALL INSPECTIONS

AND SHALL FURNISH INSPECTION REPORTS TO THE CONTRACTING OFFICER AND

BUILDING OFFICIAL AND REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE

CHANGE. DISCOVERED DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF SUCH DISCREPANCIES ARE

NOT CORRECTED THE OFFICIAL/CONTRACTING OFFICER AND THE REGISTERED DESIGN

PROFESSIONAL IN RESPONSIBLE CHARGE. THE SPECIAL INSPECTION PROGRAM DOES

NOT RELIEVE THE CONTRACTOR OF HIS OR HER RESPONSIBILITIES.

INTERIM REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL OR CONTRACTING

OFFICER AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE INS

ACCORDANCE WITH SECTION 1704.1.2.

JOB SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION ARE SOLELY THE

RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR IS REQUIRED TO COORDINATE ALL INSPECTIONS. THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER AND THE SPECIAL INSPECTOR A MINIMUM

OF 24 HOURS PRIOR TO ANY SPECIAL INSPECTIONS THAT ARE REQUIRED. THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AND THE SPECIAL

INSPECTOR A, MINIMUM OF 24 HOURS PRIOR TO ANY CONCRETE TO BE POURED.

THE INSPECTOR AND TESTING AGENCIES SHALL BE ENGAGED BY THE CONTRACTOR.

ANY CONFLICT OF INTEREST MUST BE DISCLOSED TO THE BUILDING

OFFICIAL/CONTRACTING OFFICER PRIOR TO COMMENCING WORK. ALL SPECIAL

INSPECTORS AND TESTING LABORATORIES SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER'S REPRESENTATIVE FOR REVIEW.

SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THE

APPROVAL OF THE BUILDING/CONTRACTING OFFICER IS SUBJECT TO REMOVAL OR

EXPOSURE.

CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCE OF THE

WORK UNLESS OTHERWISE SPECIFIED. WHEN WORK IN MORE THAN ONE CATEGORY OF

WORK REQUIRING SPECIAL INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR

THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE

CONTINUOUSLY OBSERVED, IT IS THE AGENT'S RESPONSIBILITY TO EMPLOY A

SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT ALL THE WORKS IS INSPECTED

IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS AND PROVISIONS OF THE

BUILDING CODE.

QUALIFICATIONS OF INSPECTORS AND TESTING TECHNICIANS

THE QUALIFICATIONS OF ALL PERSONNEL PERFORMING SPECIAL INSPECTION AND TESTING

ACTIVITIES ARE SUBJECT TO THE APPROVAL OF THE BUILDING OFFICIAL. THE CREDENTIALS

OF ALL INSPECTORS AND TESTING TECHNICIANS SHALL BE PROVIDED IF REQUESTED.

KEY OF MINIMUM QUALIFICATIONS OF INSPECTION AGENTS:

WHEN THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE DEEMS IT

APPROPRIATE THAT THE INDIVIDUAL PERFORMING A STIPULATED TEST OR INSPECTION

HAVE A SPECIFIC CERTIFICATION OR LICENSE AS INDICATED BELOW, SUCH DESIGNATION

SHALL APPEAR BELOW THE AGENCY NUMBER ON THE SCHEDULE.

PE REGISTERED PROFESSIONAL ENGINEER- A LICENSED PE SPECIALIZING IN

THE DESIGN OF STRUCTURES.

PE/GE GEOTECHNICAL ENGINEER- A LICENCED GE OR PE SPECIALIZING IN SOIL

MECHANICS AND FOUNDATIONS.

EIT ENGINEER-IN-TRAINING- A GRADUATE ENGINEER WHO HAS PASSED THE

FUNDAMENTALS OF ENGINEERING EXAMINATION.

AMERICAN CONCRETE INSTITUTE (ACI) CERTIFICATION

ACI-CFTT CONCRETE FIELD TESTING TECHNICIAN- GRADE 1

ACI-CCI CONCRETE CONSTRUCTION INSPECTOR

ACI-LTT LABORATORY TESTING TECHNICIAN- GRADE 1&2

ACI-STT STRENGTH TESTING TECHNICIAN

AMERICAN WELDING SOCIETY (AWS) CERTIFICATION

AWS-CWI CERTIFIED WELDING INSPECTOR

AWS/AISC-SSI CERTIFIED STRUCTURAL STEEL INSPECTOR

INTERNATIONAL CODE COUNCIL (ICC) CERTIFICATION

ICC-RS CSI REINFORCED CONCRETE SPECIAL INSPECTOR

SCHEDULE OF INSPECTION AND TESTING AGENCIES

THE STATEMENT OF SPECIAL INSPECTIONS/QUALITY ASSURANCE PLAN INCLUDES THE

FOLLOWING BUILDING SYSTEMS:

X SOILS AND FOUNDATIONS __ WOOD CONSTRUCTION

X CAST-IN-PLACE CONCRETE __ MECHANICAL AND ELECTRICAL SYSTEMS

__ PRECAST CONCRETE __ ARCHITECTURAL SYSTEMS

__ MASONRY LEVEL 1 X STRUCTURAL STEEL

__ MASONRY LEVEL 2 __ COLD-FORMED STEEL FARMING, RUBBER

FENDERS, CAMELS, GANGWAY, CABLE CRANE

SPECIAL INSPECTION AGENCIES FIRM AND CONTACT INFO.

1. SPECIAL INSPECTION COORDINATOR TBD

2. INSPECTOR TBD

3. INSPECTOR TBD

4. TESTING AGENCY TBD

5. TESTING AGENCY TBD

6. OTHER TBD

PILES - 1705A.7

ITEM 1

VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLY WITH THE

REQUIREMENTS

_ PERIODIC X CONTINUOUS

AGENCY # (QUALIF.): ACI-CCI, ICC-RCSI

ITEM 2

DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL

LOAD TESTS, AS REQUIRED

_ PERIODIC X CONTINUOUS

AGENCY # (QUALIF.): AWS-CCI

ITEM 3

INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE

RECORD FOR EACH ELEMENT

_ PERIODIC X CONTINUOUS

AGENCY # (QUALIF.): ACI-CCI, ICC-RCSI

ITEM 4

VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, COMFIRM TYPE AND SIZE

OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION,

DETERMINE REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY,

RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT ANY DAMAGE TO

FOUNDATION ELEMENT

_ PERIODIC X CONTINUOUS

AGENCY # (QUALIF.): ACI-CCI, ICC-RCSI

ITEM 5 FOR STEEL ELEMENTS, PERFORM ADDITIONAL SPECIAL INSPECTIONS IN

ACCORDANCE WITH SECTION 1705A.2

AGENCY # (QUALIF.): AWS-CWI, ASTN

ITEM 6

FOR CONCRETE ELEMENTS AND CONCRETE-FILLED ELEMENTS, PERFORM

TESTS AND ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH

SECTION 1705A.3

AGENCY # (QUALIF.): AWS-CWI, ASTN

CONCRETE - 1705A.3

ITEM 1

INSPECTION OF REINFORCING STEEL, INCLUDING TENDONS AND PLACEMENT

X PERIODIC _ CONTINUOUS AGENCY # (QUALIF.): ACI-CCI, ICC-RCSI

ITEM 2

VERIFYING USE OF REQUIRED DESIGN MIX

X PERIODIC _ CONTINUOUS AGENCY # (QUALIF.): ACI-CCI, ICC-RCSI

ITEM 3

PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH

TESTS, PERFORM SLUMP AND AIR CONTENT TEST, AND DETERMINE THE

TEMPERATURE OF THE CONCRETE

X PERIODIC _ CONTINUOUS

AGENCY # (QUALIF.): ACI-CFTT, ACI-STT

ITEM 4

INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION

TECHNIQUES

X PERIODIC _ CONTINUOUS

AGENCY # (QUALIF.): ACI-CCI, ICC-RCSI

ITEM 5

INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND

TECHNIQUES

X PERIODIC _ CONTINUOUS

AGENCY # (QUALIF.): ACI-CCI, ICC-RCSI

ITEM 6 INSPECTION OF PRESTRESSED CONCRETE AGENCY # (QUALIF.): ACI-CCI, ICC-RCSI

SCOPE A. APPLICATION OF PRESTRESSING FORCES

B. GROUTING OF BONDED PRESTRESSING TENDONS

_ PERIODIC _ CONTINUOUS

_ PERIODIC _ CONTINUOUS

ITEM 7

ERECTION OF PRECAST CONCRETE MEMBERS

_ PERIODIC _ CONTINUOUS AGENCY # (QUALIF.): ACI-CCI, ICC-RCSI

ITEM 8

VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF

TENDONS IN POST TENSIONED CONCRETE AND PRIOR TO REMOVAL OF

SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS

_ PERIODIC _ CONTINUOUS

AGENCY # (QUALIF.): ACI-CFTT, ACI-STT

ITEM 9

INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE

CONCRETE MEMBER BEING FORMED

X PERIODIC _ CONTINUOUS

AGENCY # (QUALIF.): ACI-CCI, ICC-RCSI

ITEM 10

INSPECTION OF CAST IN PLACE ANCHORS AND POST INSTALLED DRILL

(DOWNWARD INCLINED)

_ PERIODIC X CONTINUOUS

PILES - 1705A.6

ITEM 1

VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO

ACHIEVE THE DESIGN BEARING CAPACITY

X PERIODIC _ CONTINUOUS

AGENCY # (QUALIF.): AWS-CWI, ASNT

ITEM 2

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE

REACHED PROPER MATERIAL

X PERIODIC _ CONTINUOUS

AGENCY # (QUALIF.): AWS-CWI, ASNT

ITEM 3

PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS

X PERIODIC _ CONTINUOUS AGENCY # (QUALIF.): AWS-CWI, ASNT

ITEM 4

VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS

DURING PLACEMENT AND COMPACTION OF COMPACTED FILL

_ PERIODIC X CONTINUOUS

AGENCY # (QUALIF.): AWS-CWI, ASNT

ITEM 5

PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND

VERIFY THAT THE SITE HAS BEEN PROPERLY PREPARED

X PERIODIC _ CONTINUOUS

AGENCY # (QUALIF.): AWS-CWI, ASNT

RUBBER FENDERS, CAMELS, GANGWAY, CABLE CRANE, SHORE POWER BOX

ITEM 1

INSPECT INSTALLATION OF RUBBER FENDERS

X PERIODIC _ CONTINUOUS

ITEM 2

INSPECT INSTALLATION OF CAMELS

X PERIODIC _ CONTINUOUS

ITEM 3

INSPECT INSTALLATION OF GANGWAY

X PERIODIC _ CONTINUOUS

ITEM 4

INSPECT INSTALLATION OF CABLE CRANE

X PERIODIC _ CONTINUOUS

ITEM 5

INSPECT INSTALLATION OF SHORE POWER BOX

X PERIODIC _ CONTINUOUS

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SITE ACCESS PLANB1 100' 200'0

GENERAL SHEET NOTES

NOTES:

1. ACCESS GATE STAFFED DURING THE HOURS FROM 0600 TO 1800, MONDAY

THROUGH FRIDAY.

2. TEMPORARY PERMISSION TO OBSTRUCT PARKING SPACES SHALL BE

OBTAINED BY THE CONTRACTOR PRIOR TO OBSTRUCTING PARKING.

REQUEST TO OBSTRUCT PARKING SHALL BE SENT A MINIMUM OF 10

BUSINESS DAYS PRIOR TO PROPOSED WORK TO BE PERFORMED.

3. ANTICIPATED, LAND SIDE SITE ACCESS, COORDINATE WITH CPMT

(OPERATIONS MANAGER).

4. CONTRACTOR TO MAINTAIN FULL VESSEL CREW ACCESS TO THE DOCKING

DURING CONSTRUCTION.

ROADWAY BRIDGE, 36t MAXIMUM LOAD RATING FOR

CONTROLLED PASSING OF A SINGLE VEHICLE. REQUIRES

LANE CLOSURE TO BE COORDINATED THROUGH CPMT

(OPERATIONS MANAGER) FOR ANY VEHICLE MORE THAN 20t.

GATED ACCESS, SEE NOTE 1

PARKING SPACES TO REMAIN

ACCESSIBLE THROUGHOUT

PROJECT, SEE NOTE 2

SEE NOTE 4

HUDSON RIVER

(E) WHARF,

SEE V-101

EXISTING BOAT

HOUSE TO REMAIN

EXISTING FUEL DOCK

SHED TO REMAIN

TRANSITION BETWEEN

CONCRETE AND ASPHALT

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STAGING AREA PLANB1 60' 120'0

LEGEND:

1. ANTICIPATED CONTRACTOR LAYDOWN AND STAGING

AREA, COORDINATE CMPT (OPERATIONS MANAGER).

2. LOAD RESTRICTED AREA, REFER TO REQUIREMENTS.

SEE SHEET S-001

3. CONTRACTOR SHALL PROVIDE A SCHEDULE OF BERTHING

AVAILABILITY DURING CONSTRUCTION FOR ALL VESSEL

BERTHS ALONG THE SOUTH BULKHEAD FROM WESTERN

FINGER PIER TO SOUTHWEST CORNER. THE PURPOSE OF

THE SCHEDULE IS TO INFORM CPMT WHEN CERTAIN

AREAS MAY NOT BE AVAILABLE TO MOOR VESSELS DUE

TO OCCUPATION OF CONSTRUCTION EQUIPMENT, OR

SERVICE DISRUPTION, SO AS TO FACILITATE CPMT

CONTINGENCY PLANNING FOR ALTERNATE BERTHING

LOCATIONS. THE SCHEDULE SHALL BE UPDATED DURING

CONSTRUCTION PERFORMANCE PERIOD.

GENERAL SHEET NOTES

'-0

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149'-0" NOM

CONTRACTOR

LAYDOWN AND

STAGING AREA

LOAD RESTRICTED AREA

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EXIST (5) - 4" CONDUITS

EXIST (4) - 4" CONDUITS

EXIST COMM HH

EXIST (2) - 4" CONDUITS

EXIST (4) - 4" CONDUITS

EXIST 4 CONDUIT STUB UPS

EXIST 3" GAS

EXIST 2 CONDUIT STUB UPS

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US Army Corps of Engineers

READY TO ADVERTISE

(RTA) SUBMISSION

5T H

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SCALE 1" = 20'

EXISTING CONDITIONS SITE PLAN (1 OF 3)A1 40'20'0'

V -1

M . K

R A

M E

R

A . S

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(1 O

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V-101

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W W W

W W

W W

W W

W

W W W

G G G

SD SD

SD

SD

SD

S D

W W W W W W W W

SD

SD SD SD SD SD SD SD SD

W W W

W

W W

W W

W

J J

J

J

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SD

SD

SD

SD

SD

SD

SD

SD

SD

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W

W

W

W W W

W

W W W W W W W W

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W W W W W W W

W W

W

WW

W W

W W W

W W

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EXIST

WATER

EXIST INLET

EXIST

GUARD

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EXIST 3" GAS

EXIST (1) - 2" CONDUITS

EXIST INLET

EXIST (5) - 4"

CONDUITS

EXIST UTILITY SWITCH

EXIST UTILITY

TRANSFORMER

EXIST ELEC PULLBOX

EXIST ELEC MH

EXIST GAS SERVICE

EXIST 6"

ROOF

DRAIN

EXIST

TRENCH

DRAIN

EXIST INLET

EXIST 12" HDPE

EXIST 12" HDPE

EXIST 12" HDPE

EXIST (6) - 4"

CONDUITS

EXIST ELEC

HANDHOLE

EXIST 3" GAS

EXIST

STORMWATER

MANHOLE

EXIST 4" GAS

EXIST

STORMWATER

MANHOLE

EXIST (1) - 2"

CONDUIT

EXIST

PANELBOARD

EXIST

PANELBOARD

EXIST (1) - 3"

CONDUIT

EXIST

(1) - 2" CONDUIT

(1) - 1" CONDUIT

EXIST WATER

EXIST INLET

EXIST

GUARD

BOOTH

EXIST 3" GAS

EXIST (1) - 2" CONDUITS

EXIST INLET

EXIST (5) - 4"

CONDUITS

EXIST UTILITY SWITCH

EXIST UTILITY

TRANSFORMER

EXIST ELEC PULLBOX

EXIST ELEC MH

EXIST INLET

EXIST GAS SERVICE

EXIST 6"

ROOF

DRAIN

EXIST

TRENCH

DRAIN

EXIST INLET

EXIST 12" HDPE

EXIST 12" HDPE

EXIST 12" HDPE

EXIST (6) - 4"

CONDUITS

EXIST ELEC

HANDHOLE

EXIST 3" GAS

EXIST

STORMWATER

MANHOLE

EXIST 4" GAS

EXIST

STORMWATER

MANHOLE

EXIST (1) - 2"

CONDUIT

EXIST

PANELBOARD

EXIST

PANELBOARD

EXIST (1) - 3"

CONDUIT

EXIST

(1) - 2" CONDUIT

(1) - 1" CONDUIT

EXIST (1) -

3" CONDUIT

EXISTING

WATER METER

PIT

EXISTING

BULKHEAD

EXIST

SANITARY

MANHOLE

EXIST ELEC MH

EXIST COMM HH

EXIST

(2) - 4" CONDUIT

EXIST

(2) - 4" CONDUIT

EXIST ELEC HH

EXIST COMM MANHOLE

EXIST (2) - 4" CONDUITS EXIST (4)

4" CONDUITS

EXIST 6"

WATER (FIRE)

EXISTING

OUTFALL

EXISTING

STORMWATER

MANHOLE

EXISTING 18" HDPE

EXISTING

INLET

EXISTING INLET

EXIST (4)

4" CONDUITS

EXISTING OFFICE BUILDINGEXISTING PAINT

LOCKER

BUILDING

EXIST 8" WATER (FIRE)

EXISTING

18" HDPE

EXIST 8"

WATER (FIRE)

Q :\N

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US Army Corps of Engineers

READY TO ADVERTISE

(RTA) SUBMISSION

5T H

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SCALE 1" = 20'

EXISTING CONDITIONS SITE PLAN (2 OF 3)A1 40'20'0'

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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GENERAL SHEET NOTES

NOTES:

1. ALL DIMENSIONS APPROXIMATE, TAKEN FROM FIELD MEASUREMENTS USING

HAND TAPE ON APRIL 25, 2023.

2. SEVERAL TIMBER PILES ARE MISSING.

3. SQUARE TIMBERS ARE ROUGH OR FULL SAWN. CROSS-SECTION DIMENSIONS

PROVIDED ARE TRUE RATHER THAN NOMINAL. TIMBER PILE DIAMETER IS

MEASURED AT THE TOP OF A TYPICAL PILE AND PILE SPACING VARIES FROM

ABOUT 7'-6" TO 7'-8".

4. PVC SCUPPERS THROUGH EDGE BEAM & ISOLATION JOINTS ACROSS EDGE

BEAM ARE NOT SHOWN.

5. NOT SHOWN: HARDWARE MOUNTED ON TIMBERS, TEMPORARY SHORE

POWER CONNECTION, GANGWAY BETWEEN CLEATS D AND E, LADDERS OR

LIFE RINGS.

6. BOLLARDS C, F, AND G APPEAR TO BE J.C. MacELROY CAST STEEL BOLLARD

CSB-1 WITH 44-TON-ALLOWABLE WHEN LOADED AT 45° ABOVE HORIZONTAL.

CLEATS APPEAR TO BE J.C. MacELROY CAST STEEL CLEAT CSC-4.

7. EXISTING LIFE RING TO BE RELOCATED. COORDINATE NEW LOCATION WITH

RESIDENT OFFICER. SUGGESTED LOCATION TO BE MOUNTED ON GANGWAY.

GENERAL SHEET NOTES

C

PM

T_ V-

3.

D W

G

M . W

O O

D S

M . B

EL

LO

K.

J

AC

O

BS

O

N

M . W

O O

D S

EX

IS

TI

N

G C

O N

D

IT

IO

N

S (3

O F

3)

V-103

R

TA

S U

M

BI

SS

IO

N (J

AN

U

AR

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69'-8"11'-10"69'-4"21'-8"

13" DIA. TIMBER FENDER

PILE, TYP. SEE NOTE 2

CONCRETE

EDGE BEAM

NEXT FITTING BEYOND,

71'-4" TO BOLLARD H

NEXT FITTING BEYOND,

55'-9" TO CLEAT B

BOLLARD G BOLLARD F CLEAT E CLEAT D BOLLARD C

25'-0" 6'-9" NOM.

NEXT FITTING

BEYOND, 55'-9" TO

BOLLARD C

CONCRETE

EDGE BEAM

13" DIA. TIMBER FENDER

PILE, TYP. SEE NOTE 2

CLEAT B BOLLARD A

10"X10" TIMBER

BETWEEN PILES, TYP.

NEXT FITTING BEYOND,

71'-4" TO BOLLARD G

BOLLARD H

40'-4"

CLEAT I

72'-3"

BOLLARD J

18'-0" NOM.

CONCRETE

EDGE BEAM

13" DIA. TIMBER FENDER

PILE, TYP. SEE NOTE 2

10"X10" TIMBER

BETWEEN PILES, TYP.

10"X10" TIMBER AT

FACE OF CONC. EDGE

SCALE: 1" = 20'

PLAN AT FUTURE DRIFTMASTER II BERTHL1

SCALE: 1" = 20'

SEGMENT A - PLAN DETAILG1

SCALE: 1" = 20'

SEGMENT B - PLAN DETAILG11

SCALE: 1" = 20'

SEGMENT C - PLAN DETAILC1

SEGMENT A SEGMENT B SEGMENT C

HUDSON RIVER

CAVEN POINT MARINE TERMINAL

10"X10" TIMBER

BETWEEN PILES, TYP.

CL CL CL

CLCL CL CL CL

CL CL

JOINT BETWEEN ASPHALT

AND CONCRETE PAVEMENT

10"X10" TIMBER AT

FACE OF CONC. EDGE

PLAN

NORTH

20' 40'0

20' 40'0 20' 40'0

20' 40'0

461'-11"

TRENCH DRAIN

JOINT BETWEEN ASPHALT

AND CONCRETE PAVEMENT

SEE NOTE 7

-15

-21

-19

-18

-17

-17

-16

-16

-14

-14

-13

-13

B-

JJ W

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PLAN

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SCALE: 1" = 60'

BORING LOCATION PLANB1 60' 120'0

NOTES:

1. GROUND WATER ELEVATION ESTIMATED FROM OBSERVATION WELL (OW)

MEASUREMENTS AT BORING B-1.

GENERAL SHEET NOTES

LEGEND:

1. SOIL BORING.

SEE NOTE 1

B

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D

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CD101

R

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PLAN

NORTH

SCALE: 1" = 10'

DEMOLITION PLANJ2 10' 20'0

BOLLARD G CLEAT E CLEAT D BOLLARD C

CL

BOLLARD F

CL CL CL CL

CLEAT B

CL

BOLLARD A

CL

JO

IN

T BETW

EEN

(E) ASPH

ALT AN

D C

O N

C R

ETE PAVEM

EN

T

A2

CD101

SCALE: 1" = 5'

DEMOLITION - TYPICAL SECTIONA2 0 5' 10'

ELEV. 9.9 FT ABOVE MLLW

ELEV. 5.1 FT ABOVE MLLW

ELEV. 0 FT BELOW MLLW

REMOVE EXISTING BOLLARDS,

DRILL EXISTING BOLTS AND

GROUT. SEE NOTE 3

ASPHALT

PAVEMENT

COMPACTED FILL

1.5

1.5

1.5

EXISTING COMPACTED FILL

E11

CD101

SCALE: 1" = 5'

DEMOLITION - TYPICAL SECTIONE11 0 5' 10'

ASPHALT

PAVEMENT

(E) BOAT HOUSE

TO REMAIN

REMOVE EXISTING CLEATS, DRILL

EXISTING BOLTS AND GROUT

ESTIMATED GROUND

WATER TABLE

BENCH

ASPHALT

PAVEMENT

ESTIMATED GROUND

WATER TABLE

(E) TIE ROD, TYPE AND

ELEVATION UNKNOWN,

PRESERVE AND PROTECT

(E) WALER, TYPE UNKNOWN,

PRESERVE AND PROTECT

(E) STEEL SHEET PILE

BULKHEAD WALL,

PRESERVE AND PROTECT

TIMBER PILE,

60FT IN LENGTH

(2) 10"X10" ROUGH SAWN

TIMBER, TO BE REMOVED

UTILITIES TO REMAIN

PRESERVE AND PROTECT

SAW CUT FLUSH TO CONCRETE

EDGE BEAM, THREE LOCATIONS.

SEE NOTE 3

EXISTING

FUEL DOCK

SCALE: 1" = 5'

DEMOLITION - TYPICAL SECTIONA11 0 5' 10'

1.5

ASPHALT

PAVEMENT

EXISTING FUEL

DOCK TO REMAIN

OPERATIONAL

EXISTING COMPACTED FILL

ESTIMATED GROUND

WATER TABLE

BENCH TEMPORARY

SHORING

A11

CD101

TEMPORARY

SHORING

COORDINATE RELOCATION OF

EXISTING UTILITIES WITH

CONTRACTING OFFICER, TYP.

69'-4" 69'-8"21'-8"

NEXT FITTING BEYOND,

71'-4" TO BOLLARD H 11'-10" 55'-9" 25'-0"

15'-3"

6'-9"

77'-1" 13'-8" 6'-7"56'-4"48'-9"26'-2" NOM

'-2

'-2

'-2

5'-7"

187'-6", SEE NOTE 5

1'-0" 1'-0"

1'-0"

3' -0

4' -6

3' -0

4' -6

4'-1"

1'-0"

3' -0

4' -6

'-3

3'-0" SEE

NOTE 2

3' -0

" S

EE

N O

TE

2 SEE NOTE 1SEE NOTE 1

B12

CD102

B12

CD102

NOTES:

1. EXISTING ASPHALT LEFT IN PLACE DURING CONSTRUCTION TO FACILITATE

CREW-TO-VESSEL ACCESS DURING CONSTRUCTION .

2. AFTER CONSTRUCTION OF PILE FOUNDATIONS, BACKFILL, AND COMPACTION,

REMOVE AND REPLACE IN KIND PAVEMENT SUB-BASE AND ASPHALT PAVING

IN THIS ZONE.

3. DO NOT REMOVE EXISTING BOLLARDS OR SAWCUT/REMOVE ANY PART OF

THEIR CONCRETE PRIOR TO APPROVAL IN WRITING FROM THE CONTRACTING

OFFICER.

4. DO NOT CUT, DAMAGE OR REMOVE EXISTING ANCHOR RODS OR DEADMEN

ENCOUNTERED IN THE GROUND.

5. THREE EXISTING LADDERS TO BE REMOVED AND REPLACED WITH THREE

NEW ONES, CENTERED APPROXIMATELY AT BOLLARD LOCATIONS.

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SCALE: 1" = 10'

DEMOLITION PLANJ2 10' 20'0

BOLLARD G

21'-8"

CL

71'-4"

15'-3"48'-9"26'-2" NOM

'-2

B2

CD102

SCALE: 1" = 5'

DEMOLITION - TYPICAL SECTIONB2 0 5' 10'

ELEV. 9.9 FT ABOVE MLLW

ELEV. 5.1 FT ABOVE MLLW

ELEV. 0 FT BELOW MLLW

ASPHALT

PAVEMENTCOMPACTED FILL

1.5 1 1.5

1.5

COMPACTED FILL

E12

CD102

SCALE: 1" = 5'

DEMOLITION - TYPICAL SECTIONE12 0 5' 10'

ASPHALT

PAVEMENT

5'-7"

(E) BOAT HOUSE

TO REMAIN

ESTIMATED GROUND

WATER TABLE

1'-0"

1'-0"BENCH

ASPHALT

PAVEMENT1'-0"

ESTIMATED GROUND

WATER TABLE

(E) TIE ROD, TYPE AND

ELEVATION UNKNOWN,

PRESERVE AND PROTECT

(E) WALER, TYPE UNKNOWN,

PRESERVE AND PROTECT

(E) STEEL SHEET PILE

BULKHEAD WALL,

PRESERVE AND PROTECT

TIMBER PILE,

60FT IN LENGTH

DBL. 10"X10" ROUGH SAWN

TIMBER, TO BE REMOVED

UTILITIES TO REMAIN

PRESERVE AND PROTECT

3' -0

4' -6

3' -0

4' -6

'-3

COORDINATE RELOCATION OF

EXISTING UTILITIES WITH

CONTRACTING OFFICER, TYP.

31'-4"

'-2

40'-4"

BOLLARD H

CL

CLEAT I

CL

72'-3"

BOLLARD J

CL

18'-0"

'-1

1"

SCALE: 1" = 5'

TYPICAL SECTION THORUGH REPLACEMENT PAVEMENTB12 0 5' 10'

4"

6" 3'

-0 " N

O M

TY

P.

COMPACTED SUB-BASE (SAND)

COMPACTED FILL

ASPHALT REPLACEMENT PAVEMENT

UNDISTURBED SOIL

-17

-16

SD

SD SD

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SCALE: 1" = 60'

GENERAL LAYOUT PLAND2 20' 40'0

DCV GELBERMAN

DCV DRIFMASTER II

EXISTING

BOAT HOUSE

NEW ASPHALT NEW ASPHALT

EXISTING

FUEL DOCK

RUB RAIL

MD7 MD6 MD5 MD4 MD3 MD2 MD1

RUB RAIL

FENDER, TYP.

CAMEL, TYP.

SEE C-101SEE C-102

GANGWAY

SD

SD

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SD SD SD SD SD SDSD

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SD SD SD SD SD SD

SD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SCALE: 1" = 10'-0"

DRIFTMASTER II BERTH GENERAL ARRANGEMENT - PLANH1

GENERAL SHEET NOTES

NOTES:

1. PRODUCT NAMES MENTIONED ARE NOTIONAL AND NOT INTENDED TO

PROMOTE ONE APPROVED EQUIVALENT PRODUCT OVER ANOTHER.

2. ALL NEW CONCRETE MIN. Fc'=5000 PSI.

3. YELLOW-PAINTED STEEL RUB RAIL/BULL RAIL PIPE ASSEMBLY, SHORT POSTS,

AND EMBEDMENTS ALONG EDGE OF EDGE BEAM.

4. SEVERAL TIMBER PILES ARE MISSING.

5. CONTRACTOR-FURNISHED GANGWAY AND GANGWAY FOUNDATION TO BE

DESIGNED, SIZED, AND LOCATED IN COORDINATION WITH THE CONTRACTING

OFFICER.

6. TRENCH DRAIN TO BE CONNECTED WITH STORM DRAIN PIPE USING A

BOTTOM OUTLET.

7. TRENCH DRAIN TO HAVE A VERTICAL OUTLET AT BOTTOM AND CONNECTED

TO EXISTING STORM DRAIN USING CONNECTOR PIPES SLOPED TO DRAIN.

8. FIELD VERIFY LOCATION AND DEPTH. REROUTE STORM DRAIN PIPES IF

THERE IS INTERFERENCE WITH NEW CONSTRUCTION. COORDINATE WITH

CONTRACTING OFFICER.

9. CONTRACTOR TO DETERMINE SIZE OF EXISTING DRAINS UPON

EXCAVATION/DEMOLITION AND MATCH WITH THE NEW DRAINS.

10. LIFE RING LOCATIONS SHOWN ARE NOMINAL, FINAL LOCATION TO BE

COORDINATED WITH THE CONTRACTING OFFICER.

11. ACCESS TO THE FLOATING PLATFORM FROM THE VESSEL TO BE

COORDINATED WITH THE CONTRACTING OFFICER.

GENERAL SHEET NOTES

C

PM

T_ C

-1

.D W

G

M . W

O O

D S

M . B

EL

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AC

O

BS

O

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O O

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C-101

(E) 10"X10" TIMBER

BETWEEN PILES, TYP.

(E) 13" DIA. TIMBER FENDER

PILE, TYP., SEE NOTE 4

SEE NOTE 6,

TYP.

10"X10" TIMBER AT (E)

FACE OF CONC. EDGE

7'-6"

NOM

184'-1"

CL CL

46'-7" 45'-0"17'-5"

NEXT FITTING BEYOND,

41'-10 1/4" TO BOLLARD H

NEXT FITTING

BEYOND, 73'-7 3/4"

TO CLEAT B45'-9"

CL

R

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18" DIA. CAMEL

40'-0" 5'-0" 40'-0" 5'-0" 40'-0" 5'-0" 40'-0"

9'-0"

CL

9'-0"

CL

9'-0"

CLCL

2'-0"

2'-0"

9'-0"

CL

9'-0"

CL

9'-0"

CL

9'-0"

CL

CL

2'-0" 2'-0"

9'-0"

CL

9'-0"

CL

9'-0"

CL

9'-0"

CL

CL

2'-0" 2'-0"

9'-0"

CL

9'-0"

CL

9'-0"

CL

9'-0"

CL

CL

2'-0"

2'-0"9'-0"

CL

SCALE: 1" = 10'-0"

DRIFTMASTER II FENDER SYSTEM LAYOUT - PLANA1

NATURAL RUBBER CONE

FENDER W/ STEEL GUIDE

PILE, TYP., 20 PLACES

S-501 J3

PLAN

NORTH

10' 20'0

ASPHALT CUT LINE, REPAIR

ASPHALT BETWEEN NEW CONCRETE

AND EXISTING ASPHALT, TYP

PLAN

NORTH

10' 20'0

GANGWAY,

STOWED

POSITION

CL CL CL CL 29'-4"

CL

SEE NOTE 3

MD6

MD5 MD4 MD3 MD2

MD1

SHORE POWER UNIT

CABLE CRANE FOUNDATION

SEE NOTE 5

GANGWAY FOUNDATION,

BY OTHERS

A3 C-102

ID5

ID4

ID3

ID2

ID1CP3

CP2

CP1

TD1TD2TD3

TD4SEE NOTE 7,

TYP.

SEE NOTE 8

F3 C-102

S-504

N12 SEE NOTE 10

SEE NOTE 11

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SHEET ID

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US Army Corps of Engineers

W F

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(C

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(RTA) SUBMISSION

JA

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EN

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SCALE: 1" = 10'-0"

MOORING DOLPHIN 7 (MD7) AT GELBERMAN BERTH GENERAL - PLANK2

GENERAL SHEET NOTES

NOTES:

1. PRODUCT NAMES MENTIONED ARE NOTIONAL AND NOT INTENDED TO

PROMOTE ONE APPROVED EQUIVALENT PRODUCT OVER ANOTHER.

2. ALL NEW CONCRETE MIN. Fc'=5000 PSI.

3. YELLOW-PAINTED STEEL RUB RAIL/BULL RAIL PIPE ASSEMBLY, SHORT POSTS,

AND EMBEDMENTS ALONG EDGE OF EDGE BEAM.

4. CONTRACTOR TO DETERMINE SIZE OF EXISTING TRENCH DRAIN UPON

EXCAVATION/DEMOLITION AND MATCH WITH THE NEW TRENCH DRAIN.

5. USE STAINLESS STEEL SLOTTED GRATE HAVING H20 LOAD RATING.

GENERAL SHEET NOTES

C

PM

T_ C

-1

.D W

G

M . W

O O

D S

M . B

EL

LO

K.

J

AC

O

BS

O

N

M . W

O O

D S

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L

AY

O U

T

O F

C-102

(E) CONCRETE

CAP BEAM

26'-0"

R

TA

S U

M

BI

SS

IO

N (J

AN

U

AR

Y

PLAN

NORTH

10' 20'0

ASPHALT CUT LINE, REPAIR

ASPHALT BETWEEN NEW

CONCRETE AND EXISTING

ASPHALT, TYP

SEE NOTE 3

NEXT FITTING

BEYOND, 40'-4"

TO BOLLARD H46'-3"

CL MD7

CL CLEAT ICL BOLLARD J

SCALE: 1" = 1'-0"

TRENCH DRAN - TYPICAL SECTION DETAILA3 0 1' 2'6"

2'-2"

8" 10" 8"

SEE NOTE 5

ASPHALT REPLACEMENT

PAVEMENT

COMPACTED SUB-BASE SAND

UNDISTURBED SOIL

COMPACTED FILL

CONCRETE

SURROUND

SEE NOTE 4

INLET DRAINCONNECTOR PIPE

SCALE: 1" = 1'-0"

TRENCH CHAIN TO OUTFALL CONNECTION - DETAILF3 0 1' 2'6"

2'-2"

8" 10" 8"

SEE NOTE 5 ASPHALT REPLACEMENT

PAVEMENT

COMPACTED SUB-BASE SAND

UNDISTURBED SOIL

COMPACTED FILL

CONCRETE

SURROUND

SEE NOTE 4

INLET DRAINEXISTING

STORMWATER DRAIN

OUTFALL THROUGH THE

BULKHEAD

3"

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US Army Corps of Engineers

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SCALE: 1"-10'-0"

DRIFTMASTER II BERTH MOORING LAYOUT - PLANF1

GENERAL SHEET NOTES

NOTES:

1. PRODUCT NAMES MENTIONED ARE NOTIONAL AND NOT INTENDED TO

PROMOTE ONE APPROVED EQUIVALENT PRODUCT OVER ANOTHER

2. ALL NEW CONCRETE MIN. Fc'=5000 PSI

3. YELLOW-PAINTED STEEL RUB RAIL/BULL RAIL PIPE ASSEMBLY, SHORT POSTS,

AND EMBEDMENTS ALONG EDGE OF EDGE BEAM ARE REQUIRED (NOT

DEPICTED).

4. VESSEL CREW: FOR LINES THAT ARE CLOSE TO FENDER PILES, IT IS

RECOMMENDED TO DRAPE THE MOORING LINES OUTBOARD OF THE FENDER

PILES, AS DEPICTED ON THIS PLAN DRAWING. USE CHAFING GEAR ON THE

MOORING LINES WHERE THEY IMPACT THE FENDER PILES AND RUB RAIL.

5. COORDINATE GANGWAY DESIGN WITH CONTRACTING OFFICER. NOTE THE

NEED TO ACCOUNT FOR VESSEL SURGE AND SWAY AND TO PREVENT

BLOCKING ACCESS TO DOOR OF THE DECK HOUSE OR DOOR OF THE CO2

CABINET LOCATED AT REAR OF THE DECK HOUSE. IT IS ANTICIPATED THAT

THE GANGWAY DESIGN WILL INCLUDE CASTERS AT BOTTOM OF GANGWAY

AND THAT THE GANGWAY WILL BE TIED TO THE DRIFTMASTER II VESSEL,

SUCH THAT IT MOVES WITH THE VESSEL WITHOUT BLOCKING DOORS DURING

SURGE AND SWAY.

6. IT MAY BE AN OPTION TO SECURE THE GANGWAY BY PROVIDING AN

ATTACHMENT TO THE CAPSTAN. COORDINATE WITH GANGWAY DESIGNER

AND WITH CONTRACTING OFFICER.

GENERAL SHEET NOTES

0 10' 20'

C

PM

T_ C

-1

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G

R . S

AL

IN

AS

M . B

EL

LO

M . W

O O

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M . W

O O

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SI

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L

AY

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C-103

184'-1"

CL CL

23'-3" 23'-3" 22'-6" 22'-6" 22'-6"

CL CL CL

CHARGING

CABLE

SHORE POWER UNIT

R

TA

S U

M

BI

SS

IO

N (J

AN

U

AR

Y

PLAN

NORTH

C1 C-302

SHORE POWER

CHARGING PORT

DRIFTMASTER II

17'-10"

SHORE-TO-SHIP ALUMINUM

ACCESS GANGWAY BY OTHERS

(DEPLOYED POSITION), SEE

NOTE 5

C1 C-303

46'-7" 45'-0"17'-5"

NEXT FITTING BEYOND,

41'-10 1/4" TO BOLLARD H

NEXT FITTING

BEYOND, 73'-7 3/4"

TO CLEAT B45'-9"

CL

CL CL CL CL 29'-4"

CL

SEE NOTE 3

WORK DECK NET WELL

CABLE CRANE FOUNDATION

MD6

MD5 MD4 MD3 MD2

MD1

PIVOT POINT

L1-L2

L3-L4

L5-L6 L7-L8

L9-L10

2'-10" L11-L12

5'-5" L13-L14 L15-L16 L17-L18

L19-L20

5'-5"

ACCESS STAIRS

S-504 L2

CAPSTAN

SEE NOTES

5 AND 6

SECURE GANGWAY TO PREVENT

BLOCKAGE OF DOORS DURING

SURGE AND SWAY

B

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D B

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B

Y:

C O

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N N

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SI

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D

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FI

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N

AM

E:

US Army Corps of Engineers

W F

BA

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D

A

SS

O C

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S

B R

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