1630175-DWG-2of2_rev_20211005.pdf

1. FURNISH AND FABRICATE ALL STRUCTURAL STEEL, RUBBER SEALS, , GRATING,

GUARDRAILS, MOORING HARDWARE, FENDERS, AND PERMANENT CONCRETE BALLAST

FOR DRY DOCK NO. 1 CAISSON. THE WORK SHALL INCLUDE ALL MATERIALS,

EQUIPMENT, TESTING AND SUBMITTALS REQUIRED FOR THE COMPLETE STRUCTURE.

CAISSON STRUCTURE

I. GENERAL NOTES

SCOPE

II. MATERIAL SPECIFICATIONS

STRUCTURAL STEEL

1. CONTRACTOR SHALL COORDINATE LOCATIONS AND SIZES OF OPENINGS AND FOUNDATIONS IN

THE WEATHER AND OPERATIONS DECK TO CONFORM TO THE REQUIREMENTS FOR THE

MECHANICAL, ARCHITECTURAL AND ELECTRICAL SYSTEMS INCLUDING, BUT NOT LIMITED TO THE

FOLLOWING ITEMS:

ACCESS & ESCAPE HATCHES

MANHOLES

VALVE MAINTENANCE HATCHES

PUMP MAINTENANCE HATCHES

TANK VENT & VENTILATION DUCTS

ELECTRICAL POWER

VALVE OPERATORS

PUMP & PIPING SYSTEMS

MOORING FITTINGS

HVAC UNITS

2. PRIOR TO ORDERING, BUILDER/SELLER SHALL CONFIRM THAT THE OPENING AND FRAMING

INDICATED ON THESE DRAWINGS CONFORM TO THE SIZE AND CLEARANCE REQUIREMENTS OF

THE ITEMS FURNISHED. BUILDER/SELLER MUST BRING CONFLICTS TO THE ATTENTION OF THE

BUYER'S ON-SITE REPRESENTATIVE, AND SUBMIT PROPOSED REVISIONS TO THE BUYER,

ACCORDING TO THE SWBS FOR APPROVAL.

III. HARDWARE & EQUIPMENT COORDINATION

MATERIALS

1. SHAPES, PLATES, CHANNELS, AND BARS ASTM A572, GR 50 UON

2. STRUCTURAL TUBING ASTM A500, GR C

3. BULB FLATS ABS, GR AH36 (Fy = 51 ksi)

4. WIDE FLANGE / WT SHAPES ASTM A992, GR 50

5. ANGLES ASTM A572, GR 50 UON

6. PIPE ASTM A53, GR B

7. GRATING/STAIR TREAD FIBERGLASS DURAGRADE, UNLESS NOTED

8. STAINLESS STEEL BOLTS / SCREWS ASTM F 593, TYPE 316

9. STAINLESS STEEL NUTS ASTM F594, TYPE 316

10. STAINLESS STEEL WASHERS ASTM F844, WIDE SERIES, MAX THICKNESS TYPE

316 STAINLESS STEEL

11. MONEL STUDS MONEL 400

12. STAINLESS STEEL HINGES ASTM A 193, TYPE 316

13. WELD ELECTRODES E70XX, 70 KSI, LOW HYDROGEN, UON

WELDING

1. SEE SWBS FOR GENERAL WELDING AND WELD INSPECTION REQUIREMENTS.

2. WHERE FILLET WELD SIZES ARE NOT SHOWN, MINIMUM WELD SIZES MUST BE PROVIDED IN

ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS).

3. WHERE WELD JOINTS ARE INDICATED ON THE DRAWINGS AS COMPLETE JOINT PENETRATION (CJP)

BUT WITHOUT A WELD JOINT DETAIL INDICATED, THE CONTRACTOR SHALL PROPOSE PRE-QUALIFIED

CJP WELD DETAILS AND SUBMIT THEM FOR CONTRACTING OFFICER'S APPROVAL.

4. WHERE WELDS ARE NOT SHOWN, THE CONNECTION SHALL DEVELOP THE FULL CAPACITY OF THE

MEMBERS BEING CONNECTED (PER ABS RULES).

5. ALL WELDS MUST BE SEAL WELDS.

6. APPLY MIN 3/16" SEAL WELD AROUND EDGE OF ALL NON-PAINTABLE STEEL TO STEEL CONTACT

SURFACE.

7. AT SLOPED JOINTS SHOWN WITH CJP THE FOLLOWING MUST BE MET:

7.1. PLATES LESS THAN OR EQUAL TO 3/4" THICK MUST HAVE PLATE BEVELED FOR 45° TOTAL THROAT

OPENING.

7.2. PLATES GRATER THAN 3/4" THICK MUST HAVE EDGES BEVELED FOR 60° TOTAL THROAT OPENING.

8. ALL WELDS MUST BE FREE OF ANY BURRS, GOUGES, AND NICKS. NO SHARP EDGES MUST BE

ALLOWED. GRIND WHERE SHOWN.

FINISHING

1. EDGES OF ALL OPENINGS, HOLES AND CUT OUTS MUST BE SMOOTH AND FREE OF ANY BURRS, GOUGES, NICKS OR SHARP EDGES.

A.B. ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

B, BOT BOTTOM

BERP BOLTED EQUIPMENT

REPLACEMENT PATCH

BF BULB FLAT - STRUCTURAL

SECTION

BKHD BULKHEAD

B.O.P. BOTTOM OF PLATE

BOS BOTTOM OF STEEL

BTWN BETWEEN

C CHANNEL - STRUCTURAL STEEL

SECTION

CJ CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

A.P. CENTER OF GRAVITY

CHK CHECKERED

, CL CENTERLINE

CLR CLEAR

CONST CONSTRUCTION

CONT CONTINUOUS

CSK COUNTERSUNK

CTS CENTERS

CY CUBIC YARDS

DO. DITTO - SAME AS ABOVE AND/OR

BELOW

E EAST

EA EACH

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

(E), EXIST. EXISTING

FB FLAT BAR

FLG FLANGE

FR FRAME

FS FAR SIDE

GALV GALVANIZED

GR GRADE

HAT HIGHEST ASTRONOMICAL TIDE

H.OB.W. HIGHEST OBSERVED WATER

IN. INCHES

INFO INFORMATION

INV INVERT

JT JOINT

KSI KIPS PER SQUARE INCH

L LENGTH/ANGLE - STRUCTURAL

STEEL SECTION

LAT LOWEST ASTRONOMICAL TIDE

LF LINEAR FEET

LG LONG

LLV LONG LEG VERTICAL

LT LEFT/LONG TON

L.OB.W. LOWEST OBSERVED WATER

LONG. LONGITUDINAL

MH MANHOLE

MISC MISCELLANEOUS

MSL MEAN SEA LEVEL

N NORTH

NGVD NATIONAL GEODETIC VERTICAL

DATUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NWT NON WATER TIGHT

O.D. OPERATIONS DECK

O.H. OPPOSITE HAND

OPNG OPENING

OPP. OPPOSITE

OUTBD OUTBOARD

P/F PREFABRICATED

PJP PARTIAL JOINT PENETRATION

, PL PLATE

REQ'D REQUIRED

RT RIGHT

S SOUTH

SF SQUARE FOOT

SHT SHEET

SLV SHORT LEG VERTICAL

SPA. SPACES

SWBS SHIPS WORK BREAKDOWN

STRUCTURE

T TOP/ TON

T.O. TOP OF

THK THICK

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TBR TO BE REMOVED

UNC UNIFIED NATIONAL COARSE

UON UNLESS OTHERWISE NOTED

VCB VERTICAL CENTER OF BUOYANCY

VCG VERTICAL CENTER OF GRAVITY

VERT VERTICAL

VOL VOLUME

W WEST

W.D. WEATHER DECK

WT WATERTIGHT

W/O WITHOUT

ABBREVIATIONS:

CL

LP

LEGEND:

CONTINUE FRAMING

MEMBER THROUGH FRAME

PLATE BUTT JOINT

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RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

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12852165 cgoodridge Architect 9/23/21

THE CAISSON GATE STRUCTURE SHALL BE CAPABLE OF SUPPORTING ALL LATERAL,

LONGITUDINAL, AND VERTICAL DEAD, LIVE, AND ENVIRONMENTAL LOADS, INCLUDING

EQUIPMENT AND UTILITY PIPING.

CAISSON LOADING CRITERIA

I. GENERAL NOTES

II. CORROSION ALLOWANCE

A. DEAD LOADS, D:

1. WEIGHT OF THE STEEL STRUCTURE

2. WEIGHT OF FIXED BALLAST

3. WEIGHT OF OUTFITTING (PIPING, VALVES, PUMPS, ETC.)

B. LIVE LOADS, L:

1. PERSONNEL

2. MOORING LOADS

3. TOWING LOADS

4. MOORING LOADS

C. FLUID LOADS, F:

1. HYDROSTATIC PRESSURES

2. SEAWATER BALLAST

3. SEAWATER WITHIN PIPING

4. HYDRODYNAMIC DURING SEISMIC

D. WIND LOADS, W

1. CODE BASED WIND PRESSURE

E. EXTREME ENVIRONMENTAL PHENOMENA:

III. DESIGN LOADS

A CORROSION ALLOWANCE HAS BEEN BUILT INTO THE DESIGN OF THE CAISSON GATE

AS FOLLOWS:

-1/16" PER WETTED FACE FOR ALL PRIMARY MEMBERS

CONDITION EXTREME DESIGN VALUE SS S1 PGA

EARTHQUAKE

(E)

20.0% g PGA (LEVEL 2 EVENT, MRI = 2475 YEARS) 32.5% g 7.4% g 20% g

EXTREME HIGH

WATER 12.7 FT NAVD88 N/A N/A N/A

THE CAISSON HULL STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH

ALLOWABLE STRESS DESIGN (ASD) USING THE FOLLOWING LOAD COMBINATIONS:

A. 1.0D + 1.0F + 1.0L, FOR ALL HYDROSTATIC LOAD CASES

B. 1.0D + 1.0F + 0.7E, FOR ALL EXTREME SEISMIC LOAD CASES

C. 1.0D + 0.6W, FOR INTERMEDIATE GATE LOAD CASES WITH BOTH BASINS DRY.

IV. DESIGN LOAD COMBINATIONS (ASD)

THE CAISSON HULL STRUCTURE SHALL BE DESIGNED TO THE FOLLOWING LOAD

CASES (SEE SHEET OS003 AND OS004 FOR MORE INFORMATION):

A. DEAD LOAD, ALL BALLAST TANKS FULL, EXTERNAL WATER AT TOP OF

TEMPORARY FLOOD WALL, DOCK DRY

B. DEAD LOAD, ALL BALLAST TANKS FULL, EXTERNAL WATER AT LAT ELEVATION,

DOCK DRY

C. DEAD LOAD, ONE BALLAST TANKS FULL, TOP OF VENT OPEN, FREE FLOATING

D. DEAD LOAD, ALL BALLAST TANKS FULL, EXTERNAL WATER AT LAT ELEVATION,

DOCK SUPERFLOODED

E. DEAD LOAD, ALL BALLAST TANKS FULL, EXTERNAL WATER AT HAT ELEVATION,

DOCK SUPERFLOODED

F. DEAD LOAD, SEISMIC LOAD, ALL BALLAST TANKS FULL, OUTSIDE WATER AT

MHW ELEVATION, DOCK DRY

G. DEAD LOAD, ALL BALLAST TANKS EMPTY, MAXIMUM WIND PRESSURE, CAISSON

DRY ON SIDES A AND B

H. DEAD LOAD, TRIM BALLAST TANKS FULL, EXTERNAL WATER AT MHHW

ELEVATION, DOCK DRY

THE HULL STRUCTURE IS DESIGNED TO SUPPORT THE FOLLOWING MOORING

LOADS:

36" CLEAT 70,000 LBS

OPEN CHOCK 70,000 LBS

RECESSED BITTS 55,000 LBS

V. DESIGN LOAD CASES

THE CAISSON IS DESIGNED TO PROVIDE SAFETY AGAINST FAILURE OF THE

FOLLOWING MODES:

A. LOSS OF OVERALL EQUILIBRIUM

B. EXCEEDANCE OF SAFE ALLOWABLE STRESSES

C. BUCKLING OF STRUCTURAL ELEMENTS

D. EXCESSIVE DEFLECTIONS

E. LEAKAGE INTO BALLAST AND NON-BALLASTABLE COMPARTMENTS

F. LEAKAGE THROUGH THE PERIMETER GASKET FROM RIVER INTO A DRY/EMPTY

DOCK

MAXIMUM STRESS LEVELS WILL BE LIMITED TO 0.78*SM*FY AS PER ABS RULES FOR

BUILDING AND CLASSING STEEL VESSELS UNDER 90 METERS (295 FEET) IN LENGTH,

2019 EDITION SECTION 3-2-18/TABLE 2.

VI. DESIGN CRITERIA

SEISMIC LOADS:

PER MIL-STD-1625D (SH), THE EARTHQUAKE SPECTRUM IS CALCULATED USING

LEVEL 2 (2% PROBABILITY OF EXCEEDANCE IN 50 YEARS) EARTHQUAKES. THE

EARTHQUAKE SPECTRUM FOR THE CAISSON WAS CALCULATED USING A SITE

SPECIFIC PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR SITE CLASS E

CONDITIONS AT THE CAISSON SEAT.

BALLAST TANK LOADS:

BALLAST TANKS SHALL BE BALLASTED AS SHOWN ON SHEET OA402.

DOCKING KEELS:

SIDE DOCKING KEELS ARE LOCATED AT THE TURN OF THE BILGE ON BOTH

SIDES OF THE CAISSON, AND ARE DESIGNED TO ACCOMMODATE TWO CAISSON

BLOCKING PLANS. BLOCK SUPPORT LOADS ARE DESIGNED TO PROVIDE

ADEQUATE STABILITY PER NSTM CHAPER 997, "DOCKING INSTRUCTIONS AND

ROUTINE WORK IN DOCK."

WEATHER AND OPERATIONS DECK LIVE LOADS:

UNIFORM LIVE LOADS OF 100 PSF AND A CONCENTRATED LOAD OF 2,000

POUNDS WITH A MINIMUM FOOTPRINT OF 2.5 FEET X 2.5 FEET.

ACCESS LADDERS AND PLATFORMS:

LADDER RUNG AND TREAD SHALL HAVE A SAFE CONCENTRATED WORKING

LOAD OF 350 LB. PLATFORMS AND GRATING SHALL HAVE A SAFE WORKING LOAD

OF 100 PSF.

RAILINGS, GRAB RAILS, AND HANDRAILS:

200 LB CONCENTRATED LOAD AT ANY POINT OR 50 PLF UNIFORM LOAD APPLIED

AT ANY GIVEN HORIZONTAL RAIL IN ANY DIRECTION.

VII. MISCELLANEOUS

A. UFC 4-213-10, GRAVING DOCKS, MAY 18, 2020.

B. UFC 4-152-01, DESIGN: PIERS AND WHARVES, JANUARY 24, 2017.

C. MIL-STD-1625D(SH), SAFETY CERTIFICATION PROGRAM FOR DRY DOCKING

FACILITIES AND SHIPBUILDING WAYS OR U.S. NAVY SHIPS, AUGUST 27, 2009.

D. ASCE 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES, 2016.

E. IBC, INTERNATIONAL BUILDING CODE, 2018.

F. ACI 350.3-06, SEISMIC DESIGN OF LIQUID-CONTAINING CONCRETE

STRUCTURES AND COMMENTARIES, 2006.

G. AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 2016.

H. AWS D1.1 / D1.1M, STRUCTURAL WELDING CODE - STEEL, 2020.

VIII. REFERENCE CODES AND STANDARDS

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Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

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12852166 cgoodridge p

1/8" = 1'-0" 4' 0 4' 8' 12' 16'

'-8

1'-6"

'-0

" 14 '-6

SEAT EL -22.98'

EL 0.00' (NAVD88 DATUM)

EL 12.7' (TOP OF

TEMPORARY FLOOD WALL)

2187 PSF

MAXIMUM GLOBAL LATERAL BENDING OF CAISSON STRUCTURE

MAXIMUM LATERAL LOAD ON SILL & MAXIMUM DEFLECTION IN GASKET SEAL

EXTERNAL WATER LEVEL AT TOP OF TEMPORARY FLOODWALL

CAISSON IN SEAT

ALL BALLAST TANKS FULL

WEIGHT (CAISSON + BALLAST)

DRY

MAXIMUM LATERAL LOAD ON SUPERFLOOD SILL

WATER IN DRY DOCK BASIN AT SUPERFLOOD

EXTERNAL WATER LEVEL AT EXTREME LOW WATER

CAISSON IN SEAT

ALL BALLAST TANKS FULL

EL -6.29' (LAT)

EL 10.25' (SUPERFLOOD)

'-8

SEAT EL -22.98'SEAT EL -22.98'

'-2

1068 PSF2127 PSF

7' -0

MAXIMUM VERTICAL LOAD ON SEAT

MINIMUM LATERAL LOAD ON SILL & MINIMUM DEFLECTION IN GASKET SEAL

EXTERNAL WATER LEVEL AT EXTREME LOW WATER

CAISSON IN SEAT

ALL BALLAST TANKS FULL

NO WATER IN DRY DOCK

DRY

EL -6.29' (LAT)

'-8

SEAT EL -22.98'

1,068 PSF

BASIN

BASIN BASIN

MINIMUM LATERAL LOAD ON SUPERFLOOD SILL

WATER IN DRY DOCK BASIN AT SUPERFLOOD

EXTERNAL WATER LEVEL AT HIGHEST

ASTRONOMICAL TIDE CAISSON IN SEAT

ALL BALLAST TANKS FULL

EL 5.90' (HAT)

'-1

1"

SEAT EL -22.98'

1848 PSF

BASIN

WEIGHT (CAISSON + BALLAST)

WEIGHT (CAISSON + BALLAST)WEIGHT (CAISSON + BALLAST)

EL 0.00' (NAVD88 DATUM) EL 0.00' (NAVD88 DATUM)

EL 0.00' (NAVD88 DATUM)

2127 PSF

EL 10.25' (SUPERFLOOD)

SEAT EL -22.98'

'-2

1'-6"

'-0

" 14 '-6

7'

-0

FREE FLOATING

ONE TANK FULL

TOP OF VENT OPEN

p = AIR PRESSURE = (64 PCF)(15.08 FT)/(144 IN2/FT2) = 6.7 PSI

32'-10" OR MAX

NAVIGATIONAL DRAFT

'-1

0"

2,101 PSF OR BASED ON

MAX NAVIGATIONAL DRAFT

928 PSF

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XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

928 PSF

928 PSF 928 PSF

OPERATING LOAD CASE A -

MAXIMUM LOAD ON SILL

SCALE: 1/8"=1'-0 C2

OPERATING LOAD CASE B -

MINIMUM LOAD ON SEAT

SCALE: 1/8"=1'-0 C3

EXTREME LOAD CASE C -

UNCONTROLLED FLOODING

SCALE: 1/8"=1'-0 C5

OPERATING LOAD CASE E -

MINIMUM LOAD ON SUPERFLOOD SILL

SCALE: 1/8"=1'-0 A4

OPERATING LOAD CASE D -

MAXIMUM LOAD ON SUPERFLOOD SILL

SCALE: 1/8"=1'-0 A2

cgoodridge

1/8" = 1'-0" 4' 0 4' 8' 12' 16'

'-2

SEAT EL -22.98'

EL 0.00'

1741 PSF

MAXIMUM EXTERNAL HYDROSTATIC PRESSURE ON BALLAST TANK

EXTERNAL WATER LEVEL AT MEAN HIGH HIGH WATER

CAISSON IN SEAT

TRIM TANKS FULL, MAIN TANK EMPTY

SEISMIC LOADING CONDITION

EXTERNAL WATER LEVEL AT MEAN HIGH HIGH WATER

CAISSON IN SEAT

ALL BALLAST TANKS FULL

NO WATER IN DRY DOCK

'-2

SEAT EL -22.98'

EL 4.22' (MHHW)

1741 PSF

EL 4.22' (MHHW)

DRY

688 PSF

928 PSF

HYDRODYNAMICHYDROSTATIC INERTIAL LATERAL FORCES

BALLAST WATER

(DYNAMIC)

WEIGHT

(CAISSON + BALLAST)

VERTICAL DYNAMIC

BUOYANT

'-6

EL 0.00'

-OS004

LO

A

D

IN

G C

R

IT

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IA

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S Y

M D

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C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

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A N

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CI

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NA

VA

L

ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

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C

AI

SS

O N

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PL

AC

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EN

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- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

SEAT EL -22.98'

EL 0.00'

DRY

MAXIMUM LOAD ON SEAT

NO WATER IN BASIN

CAISSON IN SEAT

ALL BALLAST TANKS EMPTY

NO WATER IN DRY DOCK

WEIGHT

(CAISSON + BALLAST)

WIND PRESSURE

BASIN

688 PSF

EXTREME LOAD CASE F - EARTHQUAKE @ MHHW

SCALE: 1/8"=1'-0 C3 LOAD CASE H - INTERMEDIATE GATE

SCALE: 1/8"=1'-0 C5

LOAD CASE G - MAXIMUM HYDROSTATIC PRESSURE ON BALLAST TANK

SCALE: 1/8"=1'-0 A4

cgoodridge

103'-6" (MOLDED LENGTH)

BF 180mm x 10mm

5' -6

S

LO

P

E D

5' -0

H

O R

IZ

5'

-6

S

LO

P E

D

8'-6 31/32" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-6 31/32"

'-0

M

O

LD

E D

E

Q S

P A

C E

S

'-0

6' -0

2 (AFT)

BF 180mm x 10mm

DO.

DO.

DO.

DO.

DO.

51'-9"

PL 3/8,

TYP

OPENING FOR BALLAST

TANK VENT, TYP, SEE

NOTE 2 (4 PLACES)

FR 0

NWT

BKHD

FR 1-1 FR 2-1 FR 3-1

WT BKHD

FR 4-1 FR 5-1FR 1-2FR 2-2FR 3-2

WT BKHD

FR 4-2FR 5-2

OPENING FOR HATCH,

TYP, SEE NOTE 1

(2 PLACES)

OPENING FOR BERP,

TYP (2 PLACES)

3' -0

(M

O

LD

E D

43'-3"

10'-7"

5' -0

3' -0

3'-0"

1 (FWD)

A (STBD)

B (PORT)

CL

C L

PL 3/4 FOR CHOCK AND

CLEAT FOUNDATIONS, TYP

OPENING FOR

COMPANIONWAY

COMPANIONWAY

PLATFORM, TYP

(2 PLACES)

FIXED LADDER,

TYP (2 PLACES)

RUB STRIP,

TYP

2 (AFT)

FR 1-1 FR 2-1 FR 3-1

WT BKHD

FR 4-1 FR 5-1FR 1-2FR 2-2FR 3-2

WT BKHD

FR 4-2FR 5-2

1 (FWD)

A (STBD)

B (PORT)

CL

C L

FR 0

NWT

BKHD

GUARDRAILS, TYP

BERP, TYP

G F

HATCH, TYP,

SEE NOTE 1

(2 PLACES)

C2

OS516

B5

OS503

-OS101

P

LA

N

W E

A

TH

E R

D E

C K

12852169

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IN

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M A

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DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

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TL

A N

TI

C

CI

C

OR

E

NA

VA

L

ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

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DO

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C

AI

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O N

RE

PL

AC

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EN

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- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

3/16" = 1'-0" 16'12'8'4'04'

A2

OS301

A2

OS302

A2

OS303

A2

OS303

A2

OS303

A2

OS304

A2

OS305

C4

OS512TYP

B2

OS507 TYP

OPENING FOR VENTILATOR,

TYP, SEE NOTE 2 (3 PLACES)

B5

OS203

D3

OS518

CLEAT, TYP

(12 PLACES)

B5

OS201

OS202 AND OS203

SCALE: 3/16" = 1'-0"

WEATHER DECK FRAMING AND PLATING PLAN C5

SCALE: 3/16" = 1'-0"

WEATHER DECK OUTFITTING PLAN A5

B2

OS511 TYP

C5

OS402

B5

OS402

A2

OS402

A2

OS402

SIM

C2

OS519

PEDESTRIAN

FLIP PLATE

1. QUICK ACTING FLUSH OVAL HATCH

WITH T-WRENCH SLOT HOLE ON TOP,

HAND WHEEL BELOW, 6 IN. COAMING,

SIZE = 18 1/4” x 24 1/4”

MINIMUM SEATING HEAD = 16 FEET

INSTALL PER MANUFACTURERS

RECOMMENDATIONS.

2. COORDINATE OPENING SIZE AND

LOCATION WITH MECHANICAL

REQUIREMENTS.

SHEET NOTES

B3

OS520

B3

OS520

SIM

B2

OS503

A2

OS304

OS204

D1

OS518

OPEN CHOCK,

TYP (2 PLACES)

cgoodridge

X - VARIES WITH ELEVATION

(SEE CHART)

6'-7 1/16"

(6'-6 13/16" @ BH17)

2'-9 5/16" 2'-0 5/16"

(2'-0" @ BH 17)

9 3/8"

8"

1 1/2" LAP

2"

1'-9"

6' -2

1" L

A P

TY

P

OPERATIONS DECK

-OS102

P

LA

N

TY

P

B R

E A

S T

H O

O K

A B

O V

E O

P S

D E

C K

12852170

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S Y

M D

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C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

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E

NA

VA

L

ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

Y

DO

CK

C

AI

SS

O N

RE

PL

AC

EM

EN

T

- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

1/4" = 1'-0" 4' 0 4' 8'

2 (AFT) 1 (FWD)

A (STBD)

B (PORT)

FR 2-2 FR 1-2 FR 1-1 FR 2-1 FR 3-1FR 0

CL

T 21" x 3/8" WEB;

8" x 5/8" FLG, TYP

BF 180mm x 10mm, TYPL 6 x 4 x 1/2, TYP

CL

PL 5/8, TYP

CL

L 6 x 4 x 1/2, TYP

PL 1/2

PL 1/2

FR 4-1

BREAST HOOK 14 SHOWN, OTHER SECTIONS SIMILAR

1/2" = 1'-0" 4' 3' 2' 1' 0 4'

Ø2" DRAIN HOLE, TYP

6" x 5/8" FLG

6" x 5/8" FLG 30°

15°

SIM

30°

8" x 5/8" FLG

FR 3-1

OPERATIONS DECK

9" 3" 1" = 1'-0"

1' 6" 0 1' 3'

DIAPHRAGM PL 3/4, TYP

FR 4-1 FR 5-1FR 5-2 FR 3-2FR 4-2

FR 5-1

BREAST

HOOK

EL ABOVE

BASELINE X DIMENSION

BH12 24'-7 1/8" 6'-11 13/16"

BH13 26'-3 1/8" 7'-3 1/8"

BH14 27'-11 1/8" 7'-6 1/2"

BH15 29'-7 1/8" 7'-9 13/16"

BH16 31'-3 1/16" 8'-1 1/8"

BH17 32'-11 1/8" 8'-4 3/16"

PL 1/2

RECESSED BIT

27.5 TON

PL 3/8

PL 3/4

8" x 5/8" FLG, TYP

RECESSED BIT

27.5 TON

RECESSED BIT

27.5 TON

2"

15.0°

3"

FB 1 x 3 STIFFENER, TYP

OS201, OS204

TYPICAL FRAMING BETWEEN OPERATIONS DECK AND WEATHER DECK

SCALE: 1/4"=1'-0 C5

OS102

DETAIL

SCALE: 1"=1'-0 B5

OS102

SECTION

SCALE: 1"=1'-0 A5OS102, OS302, OS304

SECTION

SCALE: 1"=1'-0 A3OS102

DETAIL - TYPICAL BREAST HOOK ABOVE OPERATIONS DECK

SCALE: 1/2"=1'-0 A2

A5

OS102

A3

OS102

D3

OS303

B5

OS102

D1

OS502

B4

OS502

B5

OS102

A2

OS102

cgoodridge

100'-3 11/16" (MOLDED LENGTH)

6'-9 1/16" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6'-9 1/16"

E

Q S

P A

C E

S

'-0

6' -0

2 (AFT)

WT 7 x 26.5

BF DO.

50'-1 13/16"

FR 0

NON-WT

BKHD

FR 1-1 FR 2-1 FR 3-1

WT BKHD

FR 4-1 FR 5-1FR 1-2FR 2-2FR 3-2

WT BKHD

FR 4-2FR 5-2

BF 180mm x 10mm

BF 180mm x 10mm

COMPANIONWAY

STAIRS

41'-6 7/16"

LADDER TO

WEATHER DECK

(2 PLACES)

OPENING FOR

DEWATERING

PUMP (2 PLACES)

(SEE NOTE 3)

SEE NOTE 1

(4 PLACES)

OPENING FOR

SUPERFLOOD

PUMP (2 PLACES)

(SEE NOTE 3)

OPENING FOR ACTUATOR

REACH ROD, TYP

(SEE NOTE 3)

BF DO.

BF DO.

BF DO.

OPENING FOR TANK

VENT, TYP (4 PLACES)

(SEE NOTE 3)

2'-2"

3' -0

2'-6"

3' -0

3'-0"

3' -0

2'-6"

3' -0

3'-0"

3' -0

1 (FWD)

A (STBD)

B (PORT)

1'-6"

3' -0

3' -0

1'-6"

2'-6"

3' -0

SEE NOTE 2

(4 PLACES)

CL

C L

OPENING FOR BERP,

TYP (2 PLACES)

(SEE NOTE 3)

PL 1/2

-OS103

P

LA

N

O P

E R

A

TI

O N

S D

E C

K

12852171

SEAL

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K P

LO

TT

E D

: F rid ay , S ep te m be r 0 3,

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2:

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S E

R : i m ar za ri

D E

P A

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E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

CI

C

OR

E

NA

VA

L

ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

Y

DO

CK

C

AI

SS

O N

RE

PL

AC

EM

EN

T

- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

3/16" = 1'-0" 16'12'8'4'04'

B3

OS515

BERP, TYP

(2 PLACES)

9"

5/8" TYP

1' -0

2"

9"

5/8" TYP

1' -0

2"

1/2" = 1'-0" 4' 3' 2' 1' 0 4'

9" 3" 1" = 1'-0"

1' 6" 0 1' 3'

OPERATIONS DECK

OPERATIONS DECK

SHEET NOTES

1. OVAL DROP BOLT WT HATCH

SIZE = 18 1/4" x 24 1/4"

MINIMUM SEATING HEAD = 16 FEET

INSTALL AS PER MANUFACTURER'S SPECIFICATIONS

2. 6 DOG DROP BOLT HATCH

SIZE = 19 ROUND"

MINIMUM SEATING HEAD = 16 FEET

INSTALL AS PER MANUFACTURER'S SPECIFICATIONS

3. COORDINATE LOCATIONS OF ACTUATOR REACH RODS,

PUMP FOUNDATIONS, AND TANK VENT LOCATIONS WITH

MECHANICAL PROCESS (OP) SHEETS.

A4

OS103

TYP

B4 O103

A2

OS103

PL 5/8

PL 1/2

8'-7 7/16"2'-9 3/4"6'-8 3/4"

SEE NOTE 2

2'-6"

3' -0

WT PL 1/2

BF PL 1/2

OS103

DETAIL

SCALE: 1/2"=1'-0 A2

OS103

SECTION

SCALE: 1"=1'-0 B4

OS103

SECTION

SCALE: 1"=1'-0 A4

SCALE: 3/16" = 1'-0"

OPERATIONS DECK PLAN C4

cgoodridge

-OS104

P

LA

N

TY

P

B R

E A

S T

H O

O K

B A

LL

A

S T

TA

N

K S

12852172

SEAL

A

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C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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H O

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B A

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A

S T

TA

N

K S

P

LO

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A

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SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

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FA

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S E

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IN

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VA

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ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

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M

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A V

A L

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NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

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RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

1/4" = 1'-0" 4' 0 4' 8'

2 (AFT) 1 (FWD)

A (STBD)

B (PORT)

FR 2-2 FR 1-2 FR 1-1 FR 2-1 FR 3-1FR 0

BF 180mm x 10mm, TYP

L 6 x 4 x 1/2, TYP

PL 5/8, TYP

CL

PL 1/2

PL 1/2

X - VARIES WITH ELEVATION

(SEE CHART)

FR 4-1

6'-7 1/16"

(6'-6 13/16" @ BH17)

BREAST HOOK 9 SHOWN, OTHER SECTIONS SIMILAR

2'-9 5/16"

1/2" = 1'-0" 4' 3' 2' 1' 0 4'

SIMILAR

DIAPHRAGM PL 3/4, TYP

FR 4-1 FR 5-1FR 5-2 FR 3-2FR 4-2

2'-0 5/16"

FR 5-1

BREAST

HOOK

EL ABOVE

BASELINE X DIMENSION

BH7 14'-9 1/8" 5'-4 1/8"

BH8 16'-7 1/8" 5'-7 13/16"

BH9 18'-5 1/8" 5'-11 1/2"

BH10 20'-3 1/8" 6'-3 1/8"

BH11 21'-9 1/8" 6'-6 1/8"

C L

CL

T 21" x 3/8" WEB;

8" x 5/8" FLG, TYP

D1

OS502

B4

OS502

SCALE: 1/2" = 1'-0"

DETAIL - BREAST HOOK IN BALLAST TANK A2OS104

SCALE: 1/4" = 1'-0"

PLAN - TYPICAL FRAMING IN BALLAST TANK C5OS204

FB 1 x 3 STIFFENER, TYP

A2

OS104

cgoodridge

97'-1 1/2" (MOLDED LENGTH)

FR 0

NON-WT

BKHD

FR 1-1 FR 2-1 FR 3-1

WT BKHD

FR 4-1 FR 5-1FR 1-2FR 2-2FR 3-2

WT BKHD

FR 4-2FR 5-2

2 (AFT)

48'-5 3/4"

39'-10 5/16"

C L 5'-1"

-OS105

P

LA

N

G

IR

D E

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12852173

W12 x 53, TYP

SEAL

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A/E INFO

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OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

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A V

A L

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NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

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RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

1/4" = 1'-0" 4' 0 4' 8'

A3

OS506

1/2" = 1'-0" 4' 3' 2' 1' 0 4'

SCALE: 1/4" = 1'-0"

PLAN - GIRDER 1 C5OS204

A2

OS506

L 8 x 6 x 1/2 LLH, TYP

SCALE: 1/2" = 1'-0"

PLAN - GIRDER 1 BREAST HOOK A3OS105

A3

OS105

B2

OS506

C3

OS506

O.H. A4

OS506

FR 3-1

WT BKHD FR 4-1 FR 5-1

B3

OS506

BF 180mm x 10mm, BELOW, TYP

PL 3/4 x 4

STIFFENER,

BELOW, TYP

3'-6"3'-2"3'-2"

1' -0

TY

P

E Q

S A

C E

S

'-0

'-0

4'-9 15/16"4'-1"2'-6 3/16"2'-3 7/16"2'-9 3/16"

CL

1 (FWD)

A (STBD)

B (PORT)

CL

2' -0

/8

C2

OS506

E

Q S

P A

C E

S

6'

-0

B4

OS506

7 1/2"

3 9/16"

A4

OS506

SCALE: 1/2" = 1'-0"

PLAN - GIRDER 1 BREAST HOOK GRATING A5OS509

1 1/2"

TYP

1/

2"

TY

P

1/ 2"

TY

P

1 1/2"

TYP

CL

1' -3

2'

-9

1 (FWD),

2 (AFT)

OPP HAND

1'-10"

CATWALKC5

OS401

Ø6"

TYP

L 8 x 6 x 1/2 LLH, TYP

C4

OS509

PL 3/4

SEE NOTE 5 ON OS509

cgoodridge

PL 1"

KEEL

PLATE

PL 3/4

R8"

3' -3

/1

6"

1' -6

OPEN

8'-11 1/8"

3'-4 3/16"

8'-7 5/8"

TY

P

1'-6"

R2" SNIPE,

TYP

R6"

R6"

C L

1' -7

1' -1

1/

8"

PL 1" KEEL

PLATE

PL 3/4

OPEN

R6" TYP

1'-4"

Ø1'-0" HOLE

10'-0 15/16"

9'-9 5/8"

4'-9 1/2"

2'-11 11/16"

1' -6

8"

TY

P

'-0

/2

C L

R2" SNIPE,

TYP 3'

-3

/1 6"

1' -1

1/

PL 1" KEEL

PLATE

PL 3/4

OPEN

7 1/2"

10'-10 3/16"

2'-10 1/4"

6'-10 15/16"

10'-7"

1'-3"

R6" TYP

Ø1'-0" HOLE

1'-4"

'-2

/2

1' -6

R2" SNIPE,

TYP

C L

5' -4

1' -4

/8

PL 1" KEEL

PLATE

PL 3/4

15'-8 1/2"

10'-5 1/4"

8'-10 1/16"

2'-5 7/16"

1' -6

OPEN

'-0

3' -6

3'- 6"

R6" TYP

PL 3/4"/4" FLG

Ø1'-0" HOLE

R2" SNIPE TYP

PL 5/8

PL 1

PL 1/2

R2" SNIPE,

TYP

1'-4"

C L

FR 4-1

FR 5-1 11 3/8"

PL 5/8

PL 1

PL 1" KEEL

PLATE

PL 1/2

PL 3/4

OPEN

7 1/2"

2'- 0"

PL 3/4"/4" FLG

R6" TYP

R2" SNIPE TYP

1'-4"

2'-0 5/16"

3'-9 1/8"

8'-11 3/16"

11'-4 3/4"

Ø1'-0" HOLE

C L

FR 5-1FR 4-1

6' -4

1'

-8

/2

PL 5/8

PL 1

PL 1" KEEL

PLATE

PL 1/2

1' -6

11'-4 9/16"

8'-7 7/16"

2'-0 5/16"

Ø1'-0" HOLE

OPEN

L 6 x 4 x 1/2 (LLH), TYP

R2" SNIPE TYP

PL 3/4

BF 180mm x 10mm 1'-0"

C L

FR 5-1FR 4-1

8' -0

-OS106

P

LA

N

TY

P

B R

E A

S T

H O

O K

S

T H

R O

U G

H

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A

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SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

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CI

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OR

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NA

VA

L

ST

AT

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N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

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NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

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- F

AB

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CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

3/8" = 1'-0" 8'4'04'

SCALE: 3/8" = 1'-0"

PLAN - BREAST HOOK BH4 A2OS204, OS305 SCALE: 3/8" = 1'-0"

PLAN - BREAST HOOK BH5 A4OS204, OS305 SCALE: 3/8" = 1'-0"

PLAN - BREAST HOOK BH6 A5OS204, OS305

SCALE: 3/8" = 1'-0"

PLAN - BREAST HOOK BH1 C2OS204, OS305 SCALE: 3/8" = 1'-0"

PLAN - BREAST HOOK BH2 C3OS204, OS305 SCALE: 3/8" = 1'-0"

PLAN - BREAST HOOK BH3 C4OS204, OS305

C4

OS503

C4

OS503

C4

OS503

C4

OS503

C4

OS503

10" 8"

7 1/2"

B4

OS502

cgoodridge

R11'-5 1/4"

(MOLDED)

8'-5"

FR 0

NON-WT

BKHD

FR 1-1 FR 2-1 FR 3-1

WT BKHD

FR 4-1

FR 5-1

FR 1-2FR 2-2FR 3-2

WT BKHD

FR 4-2

8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"

FR 5-2

BASELINE T/KEEL

EL 0.00

GIRDER NO. 1 BOS

EL 13.00

WT OPERATIONS DECK

B.O.P.

EL 23.00

WT WEATHER DECK

B.O.P.

EL 34.08

1" KEEL PLATE

PL 1

PL 1 (SLOPED)

'-8

3/

'-9

/2

'-4

46'-3 3/4"5'-5 1/4"

PL 3/8 PL 3/8

PL 1/2

PL 5/8

(SLOPED)

PL 5/8

(SLOPED) PL 5/8

(SLOPED)

PL 5/8

(SLOPED)

PL 5/8

(SLOPED)PL 5/8

(SLOPED)

'-1

1/

4"

24'-0" 24'-0"

4'-1"4'-8 1/2" 4'-1" 8'-5" 7'-6" 14'-2"

PIPE PENETRATIONS

SEE OP DRAWINGS FOR

MORE INFORMATION

OPENING FOR

RECESSED BIT

(3 PORT, 3 STBD)

36'-7 1/2"

PL 5/8

(SLOPED)

'-1

1/

PL 5/8

(SLOPED)

MOLDED PL LINE

EL 8.50

PL 1/2

-OS201

C A

IS

S

O N

E X

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R

IO

R

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TI

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12852175

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A

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SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

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VA

L

ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

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C

AI

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O N

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PL

AC

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EN

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- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

3/16" = 1'-0" 16'12'8'4'04'

SCALE: 3/16" = 1'-0"

CAISSON EXTERIOR PLATING B5OS101

CL

2'-8"

1'-4"

3'-5"

1'-0"

2' -0

1"

PL 1

PL 1

CONCRETE NOT SHOWN FOR CLARITY

PL 1

PL 1

45°

45°

PL 1/2

PL 5/8

SCALE: 3/4" = 1'-0"

SECTION A1OS201

A4

OS501

A2

OS201

PL 5/8

SCALE: 6" = 1'-0"

SECTION A2OS201 SCALE: 6" = 1'-0"

SECTION A3OS201

A1

OS201

A3

OS201

A3

OS201

A1

OS201

3/4" = 1'-0" 4'2'1'0'1'

6" = 1'-0" 6"3"03" 2" 1"

PL 1

cgoodridge

103'-6" (MOLDED LENGTH)

NON-WT

BKHD

FR 1-1 FR 2-1 FR 3-1

WT BKHD

FR 4-1FR 1-2FR 2-2FR 3-2

WT BKHD

FR 4-2

51'-9"

36'-7 1/2"5'-10 3/8" 6'-1 3/16"

3'-2 15/16"

FR 5-1FR 5-2

FR 5-2 FR 5-1

R 9'-5 11/16"

4' -2

/2

5'

-8

/1 6"

1'-11 9/16"

2'-0" (MOLDED)

5'-9 1/16"

2'-9 7/8"

BASELINE T/KEEL

GIRDER NO. 1 BOS

WT OPERATIONS

DECK B.O.P.

WT WEATHER

DECK B.O.P.

'-0

'-0

'-1

1' -1

9/

6' -6

4'-7 1/2"

-OS202

C A

IS

S

O N

H U

LL

B

E N

D L

IN

E

S

12852176

SEAL

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A

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S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

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M

ID

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TL

A N

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C

CI

C

OR

E

NA

VA

L

ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

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NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

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CT

R M

-1 3-

DR

Y

DO

CK

C

AI

SS

O N

RE

PL

AC

EM

EN

T

- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

3/16" = 1'-0" 16'12'8'4'04'

CL

SCALE: 3/16" = 1'-0"

CAISSON HULL BEND LINES B5OS101

A1

OS201

A3

OS201

A3

OS201

A1

OS201

cgoodridge

FR 1-1 FR 2-1 FR 3-1

WT BKHD

FR 4-1FR 1-2FR 2-2FR 3-2

WT BKHD

FR 4-2

BASELINE T/KEEL

GIRDER NO. 1 BOS

WT OPERATIONS

DECK B.O.P.

WT WEATHER

DECK B.O.P.

BH1

BH2

BH3

BH4

BH5

BH6

GIRDER 1

BH7

FR 5-2

2'-4"2'-4"

16 EQ SPACES @ 2'-0" = 32'-0"16 EQ SPACES @ 2'-0" = 32'-0"

FR 5-1FR 5-2

2'-0"2'-0"

'-0

'-0

'-1

/8

1' -6

46'-3 3/4"5'-6 1/4"

BH8

BH9

BH10

BH11

BH12

BH13

BH14

BH15

BH16

BH17

3 EQ SPACES

@ 2'-0" = 6'-0"

3 EQ SPACES

@ 2'-0" = 6'-0"

R11 '-6

1/ 4"

FR 0

NON-WT

BKHD

CL

-OS203

E

LE

V A

TI

O

N

O U

TB

O

A R

D P

R O

FI

LE

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A

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C

D

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1 2 3 4 5

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SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

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OR

FO

LK

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GI

NI

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PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

Y

DO

CK

C

AI

SS

O N

RE

PL

AC

EM

EN

T

- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

3/16" = 1'-0" 16'12'8'4'04'

DO.

DO.

DO.

DO.

DO.

DO.

DO.

DO.

BF180mm x 10mm

1" DIAPHRAGM PLATE

TYP ALONG BASELINE

BF180mm x 10mm

A2

OS301

A2

OS302

A2

OS303

A2

OS303

A2

OS303

A2

OS304

A2

OS305

TYP

SCALE: 3/16" = 1'-0"

ELEVATION - OUTBOARD PROFILE B5OS101

D2

OS503

BF180mm x 10mm

BF180mm x 10mm

L 8 x 4 x 1/2

B4

OS503 SIM, TYP

B4

OS503

BF180mm x 10mm

DO.

DO.

DO.

DO.

DO.

L 6 x 4 x 1/2

DO.

DO.

DO.

DO.

L 6 x 4 x 1/2

L 6 x 4 x 1/2

DO.

DO.

DO.

DO.

DO.

L 6 x 4 x 1/2

DO.

DO.

DO.

DO.

L 6 x 4 x 1/2

L 6 x 4 x 1/2

A2

OS304

B1

OS503

B1

OS503

FB 1 x 3 STIFFENER ATTACHED

FROM BH 7 TO BH 11 AND

FROM BH 12 TO BH 17, TYP

1'-4"

3' -9

/1

6"

2' -8

/8

2'-7"

R2" SNIPE

TYP

1'-4"

3' -3

/4

1'-4"

2' -4

/1

6"

A2

OS203

A3

OS203

A4

OS203

SCALE: 1/2" = 1'-0"

SECTION A4OS203

SCALE: 1/2" = 1'-0"

SECTION A3OS203

SCALE: 1/2" = 1'-0"

SECTION A2OS203

1/2" = 1'-0"

4' 3' 2' 1' 0 4'

BASELINE

BH 1 BH 1 BH 1

BASELINE BASELINE

PL 1" PL 1"

PL 1"

FR 5-1

C3

OS510

1'-0" TYP

L 8 x 4 x 1/2 cgoodridge

FR 1-1 FR 2-1 FR 3-1

WT BKHD

FR 4-1FR 1-2FR 2-2FR 3-2

WT BKHD

FR 4-2

BASELINE T/KEEL

GIRDER NO-1 BOS

WT OPERATIONS

DECK B.O.P.

WT WEATHER

DECK B.O.P.

FR 5-2 FR 5-1

FR 5-1FR 5-2

FR 0

NWT

BKHD

BH1

BH2

BH3

BH4

BH5

BH6

GIRDER 1 BH

BH7

BH8

BH9

BH10

BH11

BH12

BH13

BH14

BH15

BH16

BH17

CL

-OS204

LO

N

G

IT

U D

IN

A

L S

E C

TI

O

N

C E

N

TE

R

LI

N E

12852178

SEAL

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

FI

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M E

: Q :\N

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S Y

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D A

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A

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SATISFACTORY TO

APPROVED

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DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

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E

E R

IN

G

C O

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CI

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NA

VA

L

ST

AT

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N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

Y

DO

CK

C

AI

SS

O N

RE

PL

AC

EM

EN

T

- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

3/16" = 1'-0" 16'12'8'4'04'

SUMP

1" KEEL PLATE1" DIAPHRAGM PLATE

TYP ALONG BASELINE

W12 x 53W12 x 53 W12 x 53 W12 x 53 W12 x 53 W12 x 53

T 25" x 3/8" WEB; 8" x 5/8" FLG, TYP

PL 3/8

HP 180mm x 10mmT 24" x 3/8" WEB;

8" x 5/8" FLG, TYP

WT7 x 26.5T 25" x 1/2" WEB;

8" x 5/8" FLG, TYP

PL 1/2

C2

OS106

C3

OS106

C4

OS106

A2

OS106

A4

OS106

A5

OS106

C5

OS105

SUMP

C5

OS104

C5

OS102

C4

OS103

C5

OS101

W12 x 53, TYP

T 12" x 1/2" WEB;

8" x 5/8" FLG, TYP

T 24" x 3/8" WEB;

8" x 5/8" FLG, TYP

T 7" x 3/8" WEB; 8" x 5/8" FLG, TYP

3'-7 9/16"

SCALE: 3/16" = 1'-0"

LONGITUDINAL SECTION - CENTERLINE B5OS101

D1

OS504 SIM

D1

OS504

A3

OS506

O.H.

A2

OS506

A3

OS506

D1

OS504

O.H.

cgoodridge

C E

N

TE

R

LI

N E

O F

C A

IS

S

O N

A N

D S

Y M

M E

TR

Y

PL 1/2

W12 x 53

PL 3/8

BASELINE T/KEEL

GIRDER NO. 1 BOS

WT OPERATIONS

DECK B.O.P.

WT WEATHER

DECK B.O.P.

'-0

'-0

'-1

8 EQ SPACES @ 2'-0" = 16'-0" (MOLDED)

SLOPED DECK5'-0"

HORIZONTAL

SLOPED DECK

WT7 x 26.5

BF 180mm x 10mm BF 180mm x 10mm

1' -6

1'

-2

E

Q S

P A

C E

S

'-1

0"

'-4

E Q

S P

A C

E S

'-8

0'

-0

B F

0m m x

0m m

B F

0m m x

0m m

B F

0m m x

0m m

B F

0m m x

0m m

PL 1/2

PL 3/8

3'-0"

(MOLDED)

8' -9

2" C

A M

B E

R

'-1

3/

8"

E

Q S

P A

C E

S

'-5

'-3

BF 180mm x 10mm

L 8 x 4 x 1/2 L 8 x 4 x 1/2

BF 180mm x 10mm BF 180mm x 10mm

1/4" = 1'-0" 4' 0 4' 8'

BF 180mm x 10mm

PL 5/8

3/4" = 1'-0" 4'2'1'0'1'

1 1/2" = 1'-0" 2'1'06"1'

9" 3"

6 1/4"

1'-4 1/8"

45°

1/

2"

1/

8"

DOCKING SUPPORT

STRUCTURE

SEE SHEET OS510 FOR

MORE INFORMATION

BF 180mm x 10mm

PL 5/8

PL 1/2

3 5/8"

3" = 1'-0" 4"

3"

2"

1"

0 6" 1'

L 8 x 4 x 1/2

1 1/2"

GAP

PL 1/2

BF 180mm x10mm

CONCRETE NOT SHOWN FOR CLARITY

PL 1/2

8' -6

8'-0"

C E

N

TE

R

LI

N E

O F

C A

IS

S

O N

A N

D S

Y M

M E

TR

Y

SEAL

A

B

C

D

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1 2 3 4 5

A

B

C

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TT

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: F rid ay , S ep te m be r 0 3,

- 1

2:

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S E

R : i m ar za ri

D E

P A

R

TM

E N

T O

F

TH

E N

A V

Y N

A V

A L

FA

C

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IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

CI

C

OR

E

NA

VA

L

ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

Y

DO

CK

C

AI

SS

O N

RE

PL

AC

EM

EN

T

- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

-OS301

TY

P

IC

A

L

TR

A N

S V

E R

S E

S E

C

TI

O N

12852179

R2"

LAP

9"

SCALE: 1/4" = 1'-0"

SECTION - TYPICAL TRANSVERSE A2OS101, OS203 SCALE: 3/4" = 1'-0"

DETAIL A5OS301

SCALE: 1 1/2" = 1'-0"

DETAIL C4OS301 SCALE: 3" = 1'-0"

DETAIL C5OS301

D4

OS502

D1

OS501

B5

OS502 D2

OS501

A5

OS301

C4

OS301

A2

OS504

C5

OS301

3" cgoodridge

N

TE

R

LI

N E

O F

C A

IS

S

O N

A N

D S

Y M

M E

TR

Y

PL 1/2

W12 x 53

BASELINE

T/KEEL

GIRDER NO. 1 BOS

WT OPERATIONS

DECK B.O.P.

WT WEATHER

DECK B.O.P.

PL 1/2

PL 3/8

1'-0"Ø

HOLE

PL 3/8

W7 x 26.5

PL 3/8

3/8" = 1'-0" 8'4'04'

CONCRETE NOT SHOWN FOR CLARITY

TYP, O.H.

TYP

CONCRETE NOT SHOWN FOR CLARITY

BF 180mm x10mm

3 EQUAL SPACES @ 2'-0" = 6'-0"

BASELINE

3/4" = 1'-0" 4'2'1'0'1'

FR 0 1'-4 7/16"

SEAL

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

FI

LE

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, S ep te m be r 0

3,

- 1 2:

pm

U S

E R

: i m ar za ri

D E

P A

R

TM

E N

T O

F

TH

E N

A V

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A V

A L

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S

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G

IN

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R

IN

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O M

M A

N D

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

CI

C

OR

E

NA

VA

L

ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

Y

DO

CK

C

AI

SS

O N

RE

PL

AC

EM

EN

T

- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

-OS302

C A

IS

S

O N

F R

A M

E

12852180

PL 5/8

PL 3/8

DO.

DO.

BF 180mm x10mm

'-0

'-0

'-1

16'-0"

DO.

DO.

DO.

DO.

BF 180mm x10mm

C5

OS303

C1

OS501

A5

OS302

B5

OS501

C3

OS501

A3

OS102

C1

OS501

SIM

B5

OS501

C4

OS302

SCALE: 3/8" = 1'-0"

SECTION - CL NON-WT BKHD - FR0 A2OS101, OS203 SCALE: 3/4" = 1'-0"

DETAIL A5OS302

SCALE: 3/4" = 1'-0"

DETAIL C4OS302

2" G A

P

BF 180mm x10mm

T 7" x 3/8" WEB;

8" x 5/8" FLG, TYP

T 25" x 3/8" WEB;

8" x 5/8" FLANGE

DOCKING SUPPORT

STRUCTURE SEE

SHEET OS510 FOR

MORE INFORMATION

BUILT-UP TEE

KEEL BH

PL 3/8

KEEL BH

KEEL PL

5" 10

2"

TYP A4

OS304

cgoodridge

N

TE

R

LI

N E

O F

C A

IS

S

O N

A N

D S

Y M

M E

TR

Y

PL 1/2

BASELINE T/KEEL

GIRDER NO. 1 BOS

WT OPERATIONS

DECK B.O.P.

WT WEATHER

DECK B.O.P.

PL 1/2

PL 3/8

W12 x 53

PL 5/8

PL 1

PL 3/8

3/8" = 1'-0" 8'4'04'

SLOPED DECK

TYP

1/2" STIFFENER P

R1'-0"

2' -0

L

HORIZONTAL

2'-6"

1'-4"

2'-8"

PL 3/8

2' -0

1' -0

R2"

TYP 3'

-6

/1 6"

C E

N

TE

R

LI

N E

O F

C A

IS

S

O N

A N

D S

Y M

M E

TR

Y

3/4" = 1'-0" 4'2'1'0'1'

CONCRETE NOT SHOWN FOR CLARITY

2'-1"

T 25" x 1/2" WEB;

8" x 5/8" FLG

BF 180mm x10mm

PL 1/2 x 3 1/4

4" GAP

CHAMFER

2-1/2" x 45°

PL 1/2 x 3 1/4

W12 x 53

BF 180mm x 10mm

PL 1/2 x 3 1/4

W12 x 53

BASELINE

R2"

SEAL

A

B

C

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1 2 3 4 5

1 2 3 4 5

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P A

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A V

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R

IN

G C

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M A

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DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

CI

C

OR

E

NA

VA

L

ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

Y

DO

CK

C

AI

SS

O N

RE

PL

AC

EM

EN

T

- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

-OS303

C A

IS

S

O N

F R

A M

E S

, 2

, A N

D

12852181

SCALE: 3/8" = 1'-0"

SECTION - TYPICAL TRANSVERSE FRAME A2OS101, OS203

DOCKING SUPPORT

STRUCTURE SEE

SHEET OS510 FOR

MORE INFORMATION

2"

SCALE: 3/4" = 1'-0"

DETAIL A3OS303

D3

OS501

D2

OS501

D1

OS303

D1

OS303

SCALE: 3/4" = 1'-0"

DETAIL A5OS303

Ø 1'-4 3/4"

Ø1'-0

B5

OS501

A5

OS303

A3

OS303

C5

OS303

C3

OS501

C1

OS501

B2

OS501

SCALE: 3/4" = 1'-0"

DETAIL C5OS302, OS303, OS304, OS305

SCALE: 3/4" = 1'-0"

SECTION D3SCALE: 3/4" = 1'-0"

SECTION D2SCALE: 3/4" = 1'-0"

SECTION D1OS102, OS303

A3

OS502

A3

OS502

B5

OS501

SIM

B2

OS501

PL 1/2

CJP

4' -1

/4

TY

P

4'-1 3/4"

TYP

T 25" x 1/2" WEB;

8" x 5/8" FLG

T 25" x 1/2" WEB;

8" x 5/8" FLG

T 21" x 3/8" WEB;

8" x 5/8" FLG

T 24" x 3/8" WEB;

8" x 5/8" FLG

PL 1/2

1/2" STIFFENER

P, TYPL

1/2" STIFFENER P, TYPL

1'-9"

CJP

OPTIONAL JOINT

TRANSITION BELOW

LEVEL OF BALLAST

CONCRETE

B5

OS506O.H.

cgoodridge

N

TE

R

LI

N E

O F

C A

IS

S

O N

A N

D S

Y M

M E

TR

Y

PL 1/2

W12 x 53

BASELINE T/KEEL

GIRDER NO. 1 BOS

WT OPERATIONS

DECK B.O.P.

WT WEATHER

DECK B.O.P.

PL 1/2

PL 3/8

PL 3/8

PL 5/8

PL 1

PL 3/8

OPENING FOR TANK EQUALIZING

PIPE. COORDINATE OPENING

SIZE AND LOCATION WITH

MECHANICAL REQUIREMENTS.

3/8" = 1'-0" 8'4'04'

BF 180mm x 10mm

TYP

BF 180mm x 10mm

SEAL

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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U S

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: i m ar za ri

D E

P A

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E N

T O

F

TH

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A V

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A V

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G

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IN

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M A

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DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

CI

C

OR

E

NA

VA

L

ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

Y

DO

CK

C

AI

SS

O N

RE

PL

AC

EM

EN

T

- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

-OS304

C A

IS

S

O N

F R

A M

E

12852182

DO.

BF 180mm x 10mm

DO.

DO.

DO.

DO.

C5

OS303

B1

OS501

C3

OS501

L6x4x1/2 SLV

DOCKING SUPPORT

STRUCTURE SEE

SHEET OS510 FOR

MORE INFORMATION

A3

OS102

OS101, OS203

SECTION - WT BKHD - FR 3

SCALE: 3/8"=1'-0 A2

6" LAP MIN, TYP

3/8 TYP

1" TYP

2" TYP

OS302, OS304 A4DETAIL

SCALE: 3"=1'-0

3" = 1'-0" 4"

3"

2"

1"

0 6" 1'

TYP A4

OS304

HULL PL

LONG. BF

FB 5x1/2

BKHD BF

HULL PL

LONG. BF

FB 5x1/2

BKHD PL

BKHD BF

C4

OS304

OS304 C4DETAIL

SCALE: 3"=1'-0

TYP

cgoodridge

N

TE

R

LI

N E

O F

C A

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S

O N

A N

D S

Y M

M E

TR

Y

PL 1/2

BASELINE T/KEEL

GIRDER NO. 1 BOS

WT OPERATIONS

DECK B.O.P.

WT WEATHER

DECK B.O.P.

PL 1/2

PL 3/8

PL 3/8

PL 5/8

PL 1

BEND LINE

BH 4

3/8" = 1'-0" 8'4'04'

SIMIALR

3/4" = 1'-0" 4'2'1'0'1'

SEAL

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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3,

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pm

U S

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: i m ar za ri

D E

P A

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F

TH

E N

A V

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A V

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DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

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M

ID

-A

TL

A N

TI

C

CI

C

OR

E

NA

VA

L

ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

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DO

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C

AI

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O N

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PL

AC

EM

EN

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- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

PL 3/8

-OS305

C A

IS

S

O N

F R

A M

E

12852183

D3

OS305

SCALE: 3/8" = 1'-0"

SECTION - FRAME 5 A2OS101, OS203

SCALE: 3/4" = 1'-0"

SECTION D3OS203, OS305

BF

PL 3/8 WEB

PL 5/8 x 8 FLG

WEATHER OR

OPERATIONS DECK

C5

OS303

D3

OS305

1'-11 3/4" @ W

.D

2'-1" @ O

.D

D4

OS503

DOCKING SUPPORT

STRUCTURE SEE

SHEET OS510 FOR

MORE INFORMATION

C2

OS506

CLEAT FOUNDATION (WEATHER DECK ONLY)

4' -1

/4

TY

P 4'-1 3/4"

TYP

T 25" x 1/2" WEB;

8" x 5/8" FLG

T 25" x 1/2" WEB;

8" x 5/8" FLG

T 21" x 3/8" WEB;

8" x 5/8" FLG

T 23 3/4" x 3/8" WEB;

8" x 5/8" FLG

1/2" STIFFENER P, TYPL

TRANSITION BELOW

LEVEL OF BALLAST

CONCRETE

A2

OS106

C4

OS106

C3

OS106

C2

OS106

A4

OS106

A3

OS105

A5

OS106

cgoodridge

NON-WT

BKHD

FR 1-1 FR 2-1 FR 3-1

WT BKHD

FR 4-1 FR 5-1FR 1-2FR 2-2FR 3-2

WT BKHD

FR 4-2FR 5-2

2 (AFT) 1 (FWD)

B (PORT)

A (STBD)

CL

FR 0

NON-WT

BKHD

FR 1-1 FR 2-1 FR 3-1

WT BKHD

FR 4-1 FR 5-1FR 1-2FR 2-2FR 3-2

WT BKHD

FR 4-2FR 5-2

2 (AFT) 1 (FWD)

B (PORT)

A (STBD)

TYPE J

TYPE A

TYPE CTYPE J

TYPE M

TYPE N

TY

P

E B

TY

P

E F

TY

P

E L

TY

P

E

BTY

P E

A

TY

P E

D

TY

P

E F

TY

P

E F

TY

P

E F

TYPE H

TY

P

E K

TYPE GTYPE K

TY

P

E F

TY

P

E F

TY

P

E F

TY

P

E K

TY

P

E F

TY

P

E I

TYPE N

TYPE M

TYPE N

TY

P

E B

TY

P

E

F TY

P E

L

TY

P

E B

TY

P

E A

TY

P

E E

TYPE H

TYPE G

TY

P

E F

TY

P

E F

TY

P

E F

TYPE D

TY

P

E F

TY

P

E F

TYPE A

TYPE C

CL

C L

TY

P

E O

TY

P

E Q

TYPE P

TYPE P

TYPE Q

TYPE Q

TY

P

E O

TY

P

E Q

TYPE P

TYPE P

TYPE Q

TYPE Q

-OS401

G

IR

D E

R N

O . 1

G R

A

TI

N G

P

LA

N

12852184

SEAL

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

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: F rid ay , S ep te m be r 0 3,

- 1

2:

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S E

R : i m ar za ri

D E

P A

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TM

E N

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F

TH

E N

A V

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A V

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FA

C

IL

IT

IE

S

E N

G

IN

E E

R

IN

G C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

A/E INFO

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

CI

C

OR

E

NA

VA

L

ST

AT

IO

N, N

OR

FO

LK

V

IR

GI

NI

A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K

IT

TE

R

Y , M

A

IN

E P

O R

TS

M

O U

TH

N

A V

A L

S H

IP

Y

A R

D

NPL / NPL

EJA

GRAPHIC SCALE

DSN

NBJ

EPROJECT NO.

SHEET

NAVFAC DRAWING NO.

OF

CONSTR. CONTR. NO.

SCALE:

65 NETWORK DRIVE

BURLINGTON, MA 01803

FY

S

PE

CI

AL

P

RO

JE

CT

R M

-1 3-

DR

Y

DO

CK

C

AI

SS

O N

RE

PL

AC

EM

EN

T

- F

AB

RI

CA

TI

O

N

RDW TNT2 WMS

XXXXXX-XX-X-XXXX

1630175

AS SHOWN

Approved by Jeff Hoyt, Project Management & Engineering Director, with PWD Maine, via email

08/30/21

1/4" = 1'-0" 4' 0 4' 8'

SCALE: 1/4" = 1'-0"

PLAN - CATWALK GRATING AT ELEV. +14'-4 7/8" (TOG)

C5OS105

1'-6"

1'-6"

7' -0

2'

-0

7' -0

6 1/2"

6 1/2"6 1/2"

2'-0"

TYP

UON

6 1/2"

6 1/2"6 1/2" 6 1/2"

1' -0

1'

-0

9"

6 1/2"

9"

1'-6"

LADDER UP TO

OPERATIONS DECK

LADDER DOWN TO

BALLAST

2'-0"

7' -0

2'

-0

7' -0

LADDER DOWN TO

BALLAST

LADDER UP TO

OPERATIONS DECK

BH GRATING

5'-7 3/4"

SCALE: 1/4" = 1'-0"

PLAN - CATWALK GUARDRAILS A5

C4

OS509

A5

OS105 BH GRATING

C L

2'-2"

1'-7 1/2"

B3

OS509

C2

OS508

NOTES:

1. SEE SHEET OS522 GUARDRAIL TYPE DETAILS.

2. GRATING NOT SHOWN FOR CLARITY.

cgoodridge

2'-0 1/2"4'-9" 2'-0 1/2" 4'-9"

LC

TYPE 6B

RAILING

(SEE NOTE 1)

TYPE 6A

RAILING

(SEE NOTE 1)

SEE NOTE 2

3'-10 1/2"

FR 0FR 1-2FR 2-2FR 3-2FR 4-2FR 5-2

99'-7"

3'- 10 1/2"3'-10 1/2"3'-0"1'-8"2'-1 3/4"

9 3/4"

2'-6"1'-6"3'-10 1/2"3'-10 1/2"3'-10 1/2"4'-5 1/4"3'-10 1/2"3'-10 1/2"3'-10"1'-3 1/4"

SWING GATE

2 (AFT)

3"'

TYP

TYPE 1

RAILING

(SEE NOTE 1)

TYPE 4

RAILING

(SEE NOTE 1)

TYPE 7

RAILING

(SEE NOTE 1)

TYPE 1

RAILING

(SEE NOTE 1)

TYPE 1

RAILING

(SEE NOTE 1)

TYPE 2

RAILING

(SEE NOTE 1)

TYPE 5

RAILING

(SEE NOTE 1)

TYPE 3

RAILING

(SEE NOTE 1)

TYPE 6B

RAILING

(SEE NOTE 1)

SEE NOTE 2

2'-0"

PLATFORM

ACCESS LADDER

1'-3 1/4"3'-10 1/2"

FR 1-1 FR 2-1 FR 3-1 FR 4-1 FR 5-1

3'-10"3'-10 1/2"3'-10 1/2"4'-5 1/4"3'-10 1/2"3'-10 1/2"3'-10 1/2"3'-10 1/2"3'-10 1/2"

3"'

TYP

3'-10 1/2"

99'-7"

3'- 10 1/2"

1 (FWD)

TYPE 7

RAILING

(SEE NOTE 1)

TYPE 1

RAILING

(SEE NOTE 1)

TYPE 2

RAILING

(SEE NOTE 1)

TYPE 1

RAILING

(SEE NOTE 1)

TYPE 6A

RAILING

(SEE NOTE 1)

TYPE 1

RAILING

(SEE NOTE 1)

TYPE 1

RAILING

(SEE NOTE 1)

SEE NOTE 2

2'-0"

1/2" = 1'-0" 4' 3' 2' 1' 0 4'

-OS402

W E

A

TH

E…