2019_IndustryDay_Drawings_Part2.pdf

A

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I L E

N

M

E

U s h a r e d b i m d w g I n T h e D r y

C o n s t r u c t i o n

D r a w i n g s S

P d w g

Y O

U T

M

E

S

P

P

O

T T

E D

F r i d a y

S e p t e m b e r p m

U

S E

R n d y o c o

D E

P A

R T

M E

O

F

T

H

V

Y

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

C I

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

K

V

I R

G I N

I A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K I T

T E

R Y

M

A I N

E

P

M

U L T

I M

I S

S I O

N

D

R Y

D

C

K

P O

R T

S M

O U

V

A L

S

H I P

Y A

R D

N40085-17-D-5004

N O

T

FO

R C

O N

S

TR

U C

TI

O

N

P R

E L

IM

IN

A

R Y

XX

XX

XX

XX/XX/XX

1604959

GRAPHIC SCALE

5 BURLINGTON WOODS

BURLINGTON, MA 01803

xxx

0 8' 16' 24'

SCALE: 3/32" = 1'-0"

SP273

L DD1N

C

L DD1W

C

L CENTER WALL

C

EL -3.00

6'-0" DIA

DRILLED

SHAFT (TYP)

T/ SOUND ROCK

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

PUMP ROOM

T/ FLOOR SLAB

EL -36.43

6'-0" DIA

CONCRETE

FOOTING

(TYP)

STEEL STRUTS INSTALLED

IN-THE-WET PRIOR TO

DEWATERING INSIDE THE

DRYDOCK (TYP)

BRACED SHEET

PILE WALL

6'-0" DIA

SECANT PILE

CUTOFF WALL

ASW

CHAMBER

KING PILE

TOE SUPPORT

SOUTH CLOSURE

WALL EL 9.70 ±

D R

Y

D

O C

K

I N

T

H E

D

C

N

S T

R U

C T

I O

N

P

H A

E C

T I O

N S

S H

E E

T

DRAINAGE

SUMP PIT

126.82 ± (BETWEEN SHEET PILES)

22.00 24.50 24.50

EL 12.00

EL -15.00

EL -46.43

EL -56.43

3.50 ±

BERTH 11

9.50 ± 73.00 45.00

CLEAR WIDTH

50.0026.82 50.00

BRACED SHEET

PILE WALL

34.50

R

O C

K

S O

C K

Y P

T

Y P

CJ (TYP)

EXISTING SHEET

PILE (P-310)

AT BERTH 1

T

Y P

MUDLINE

INSTALL UNDER

WATER

INSTALL UNDER

WATER

INSTALL

UNDER

WATER

EL 13.00

EL 12.00

MHHW EL 4.22

SCALE: 3/32" = 1'-0" SP271

SECTION A3

STAGE I - TREMIE CONCRETE PLACED IN-THE-WET

STAGE II - CONCRETE PLACED IN-THE-DRY

LEGEND:

INSTALL

UNDER

WATER

EXCAVATION

MHHW EL 4.22

MHHW EL 4.22

SF EL 10.25

EXISTING

BRACING (P-310)

AT BERTH 1

STEEL STRUTS INSTALLED IN-THE-DRY

AFTER DEWATERING JUST BELOW

EACH LEVEL OF STRUTS (TYP)

SF EL 10.25

T

Y P

In-the-Dry

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

B

C

D

2 3 4 5

1 2 3 4 5

A

B

C

D

F I L

E

N

A M

E

U s h a r e d b i m d w g

I n

T h e

D r y

C o n s t r u c t i o n

D r a w i n g s S

P d w g

Y

O U

T

N

A M

E

S

P

P

O

T T

E D

F r i d a y

S e p t e m b e r p m

U

S E

R h k l i m e k

D E

P A

R T

M E

F

T

V

Y

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

L

F

A C

I L I T

I E

S

E

N G

I N

E E

R I N

G

C

O M

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

R

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

C I

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

K

V

I R

G I N

I A

PM/DM

BRANCH MANAGER

CHIEF ENGINEER

FIRE PROTECTION

DRAWFORM REVISION: 10 OCTOBER 2014

CHECK GRAPHIC SCALE BEFORE USING

K I T

T E

R Y

M

A I N

E

P

M

U L T

I M

I S

S I O

N

D

D

C

K

P O

R T

S M

O U

V

I P

Y A

R D

N40085-17-D-5004

N O

T

FO

R C

O N

S

TR

U C

TI

O

N

P R

E L

IM

IN

A

R Y

XX

XX

XX

XX/XX/XX

1604959

GRAPHIC SCALE

5 BURLINGTON WOODS

BURLINGTON, MA 01803

xxx

0 8' 16' 24'

SCALE: 3/32" = 1'-0"

SP274

EL -3.00

MHHW EL 4.22

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

PUMP ROOM

T/ FLOOR SLAB

EL -36.43

EL 13.00

STEEL STRUTS INSTALLED

IN-THE-WET PRIOR TO

DEWATERING INSIDE THE

DRYDOCK (TYP)

6'-0" DIA

SECANT PILE

CUTOFF WALL

ASW

CHAMBER

KING PILE

TOE SUPPORT

EL 9.70 ±

D R

Y

D

O C

K

I N

T

H E

D

C

N

S T

R U

C T

I O

N

P

H A

S

E C

T I O

N S

S H

E E

T

DRAINAGE

SUMP PIT

EL 12.00

EL -46.43

EL -56.43

BERTH 11

CUT BRACED

SHEET PILE WALL

L DD1N

C

L DD1W

C

L CENTER WALL

C

SCALE: 3/32" = 1'-0" SP272

SECTION A3

22.00 24.50 24.50 34.50

T/ SOUND ROCK

BRACED SHEET

PILE WALL

6'-0" DIA

SECANT PILE

CUTOFF WALL

T

Y P

R

O C

K

S O

C K

Y P

90.46 ±

45.00 78.00 10.00

CLEAR WIDTH

45.23 45.23

34.50 27.00 27.00 22.00

CJ (TYP)

T/ FLOOR SLAB

EL -36.43

MUDLINE

BRACED SHEET

PILE WALL

STAGE I - TREMIE CONCRETE PLACED IN-THE-WET

STAGE II - CONCRETE PLACED IN-THE-DRY

LEGEND:

INSTALL UNDER

WATER

INSTALL UNDER

WATER

2.50 ±

MHHW EL 4.22

MHHW

EL 4.22

6'-0" DIA

DRILLED

SHAFT (TYP)

6'-0" DIA

CONCRETE

FOOTING

(TYP)

STEEL STRUTS INSTALLED

IN-THE-DRY AFTER

DEWATERING JUST BELOW

EACH LEVEL OF STRUTS (TYP)

EXISTING

BRACING (P-310)

AT BERTH 1

12.73 ±

SOUTH CLOSURE WALL (P-310)

T

Y P

CJ (TYP)

In-the-Dry

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

AutoCAD SHX Text

CONTROLLED

Mechanical

ASW PUMPS TO SERVICE

DD1E DURING

CONSTRUCTION

TEMPORARY DECK

MOUNTED PIPING

8"ø ASWS

8"ø ASWR

TEMPORARY

ASW DISCHARGE

LOCATION

(3) 6" ASWS&R SERVICE

CONNECTIONS

SEE DETAIL ON M-501

(3) 6" ASWS&R SERVICE

CONNECTIONS

SEE DETAIL ON M-501 (3) EXISTING 6" ASWS

SERVICE CONNECTIONS

(3) 6" ASWR SERVICE

CONNECTIONS

SEE DETAIL ON M-501

8"ø ASWR

10"ø ASWS

EXISTING

COOLING TOWERS

SERVING DD1N AND DD1W

ON TOP OF UTILITY BUILDING

TYP 4

DD1E EXISTING

TUNNEL OUTLINE

DD1N EXISTING

TUNNEL OUTLINE

CENTER WALL

TUNNEL OUTLINE

DD1W EXISTING

TUNNEL OUTLINE

BERTH 2 EXISTING

TUNNEL OUTLINE

ASW PUMPS

SERVING DD1E

TYP. 2

8"ø ASWS

TEMPORARY DECK

MOUNTED PIPING

8"ø ASWR 8"ø ASWS

TEMPORARY DECK

MOUNTED PIPING

DD1N

TUNNEL OUTLINE

IN TUNNEL

UTILITY BUILDING

REFER TO

ASSOCIATED PLANS

KI

TT

ER

Y, M

AI

N E

PO

R

TS

M

O U

TH

N

AV

AL

S H

IP

YA

R D

CHECK GRAPHIC SCALE BEFORE USING

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

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

N40085-17-D-5004

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.: 1604959

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

CI

C

OR

E

NA

VA

L S

TA

TI

ON

, N

OR

FO

LK

, V

IR

GI

NI

A

P-

-M

U

LT

I-M

IS

SI

O

N D

R Y

D O

C K

#1

DRAWFORM REVISION: 10 OCTOBER 2014

5 BURLINGTON WOODS

BURLINGTON, MA 01803

PR

EL

IM

IN

A R

Y

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

ILB

ALG

EJA

DPS

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fi le s\ D

RY

D

S W

T R -1

5 9 -M

_t en v i d.

rv t

/3

/2

: 4 5:

P

M

AS

W

O

VE

R

AL

L

PL

AN

MS100

DFA SAS

PLAN NORTH

1" = 60'-0"

ASW OVERALL PLAN 60' 0 60' 120'

1" = 60'

UTILITY

IN EXISTING

TUNNEL

UTILITY

IN EXISTING

TUNNEL

EXISTING UTILITY

SERVICE CONNECTION

UTILITY

IN TUNNEL

UTILITY

IN TUNNEL

UTILITY SERVICE

CONNECTIONS

UTILITY

CONTINUATION TO

BERTH 11B/C

EXISTING UTILITY

SERVICE CONNECTIONS

AT BERTH 2

EXISTING UTILITY

SERVICE CONNECTION

UTILITY SERVICE

CONNECTIONS

UTILITY

IN EXISTING

TUNNEL

UTILITY

IN EXISTING

TUNNEL UTILITY

IN EXISTING

TUNNEL

UTILITY

IN EXISTING

TUNNEL

UTILITY

IN EXISTING

TUNNEL

EXISTING

PUMP WELL

BELOW GRADE

DD1E EXISTING

TUNNEL OUTLINE

DD1N

TUNNEL

OUTLINE

DD1W EXISTING

TUNNEL OUTLINE

UTILITY

DIRECT

BURIED

CENTER WALL

TUNNEL OUTLINE

UTILITY BUILDING

REFER TO

ASSOCIATED PLANS

UTILITY SERVICE

CONNECTIONS

EXISTING TUNNEL

OUTLINE

UTILITY

IN CENTERWALL

EXISTING TUNNEL

OUTLINE KI

TT

ER

Y, M

AI

N

E

PO

R

TS

M O

U

TH

N

AV

AL

S

H

IP

YA

R

D

CHECK GRAPHIC SCALE BEFORE USING

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

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

N40085-17-D-5004

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.: 1604959

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

CI

C

OR

E

NA

VA

L S

TA

TI

ON

, N

OR

FO

LK

, V

IR

GI

NI

A

P-

-M

U

LT

I-M

IS

SI

O

N D

R Y

D O

C K

#1

DRAWFORM REVISION: 10 OCTOBER 2014

5 BURLINGTON WOODS

BURLINGTON, MA 01803

PR

EL

IM

IN

A R

Y

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

ILB

ALG

EJA

DPS

C

U s er s\ Pu b l ic

\D oc u m en ts \L oc a l_ Re v i t_

Fi le s\ D

RY

D

S W

T R -1

5 9 -M

_t en v i d.

rv t

/4

/2

3:

3 2 :2

PM

U

TI

LI

TY

O

VE

R

AL

L

PL

AN

UT-100

Designer Author Checker

PLAN NORTH

1" = 60'-0"

UTILITY OVERALL PLAN

GENERAL NOTES:

1. UTILITIES INCLUDE THE FOLLOWING:

a. COMPRESSED AIR (CA)

b. HIGH PRESSURE COMPRESSED AIR (HPA)

c. HIGH PRESSURE STEAM (HPS)

d. CONDENSATE RETURN (CR)

e. PURE WATER (PW)

f. NITROGEN (N2)

g. SANITARY SEWER (SS)

h. FRESH WATER (FW)

2. UTILITY CONNECTIONS AND LOCATIONS WILL VARY BETWEEN SYSTEMS. THIS

DRAWING ACTS AS A GENERAL LAYOUT FOR SCOPE OF WORK.

LEGEND:

EXISTING UTILITIES (BLUE)

NEW UTILITIES (RED)

UTILTY CONNECTION LOCATION

Electrical

FE

FE FE

FE

FE FE

T

EXISTING

SUBSTATION 8

PUMP STATION

EXISTING 13.2 kV

SWITCHGEAR

TC-1

FC-1

12 -OUTLET SHORE POWER

FC-2

FC-3

IP-A

IP-B

IP-C IP-D

IP-E

IP-F

FC-4

IP-G

IP-H

IP-I

IP-DD

IP-J

EXISTING 2.4 kV

SWITCHGEAR

IP-K

IP-L

IP-M

IP-N

IP-O

IP-P

IP-Q

IP-R

IP-S

IP-T

IP-U

IP-V

IP-W

IP-X

IP-BBIP-AAIP-ZIP-Y

IP-CC

EXISTING IPEXISTING IP

EXISTING 12 -

OUTLET SHORE

POWER

EXISTING

12-OUTLET

SHORE POWER

TC-2

FC-5

FC-6

16 -OUTLET SHORE

POWER

EXISTING LOAD

CENTER 2

EXISTING LOAD

CENTER 17

EXISTING FIBER

HEAD END

EXISTING 2-OUTLET

INDUSTRIAL

POWER

EXISTING 3-OUTET INDUSTRIAL POWER

TC-3

FC-7 FC-8TC-4

EXISTING HEAT TRACE PANEL HTCP-11E

EXISTING IP TELCAB AND FOCAB

CRANE

HOTEL

POWER

CRANE HOTEL POWER

EXISTING 20-OUTLET SHORE POWER

EXISTING 3-OUTLET INDUSTRIAL POWER

EXISTING 6-OUTLET DC POWER D-4-5

EXISTING TELCAB, FOCAB &

SHOP 99 PHONES

EXISTING CRANE HOTEL POWER

EXISTING SHOP 99 PHONES AND COMM CABLES

EXISTING HEAT TRACE PANEL HTFP-3

EXISTING FOCAB

EXISTING MINI POWER ZONE

EXISTING REC. POST EXISTING REC. POST

EXISTING REC. POST

EX. GBEX. GBEX. GBEX. GBEX. GBEX. GBEX. GB EX. GB

SUBSTATION 3

EXPANSION

13.2 KV VOLTAGE

REGULATORS

PIDC AREA

13.2 KV X 480V

TRANSPORTABLE

SUBSTATIONS

16-OUTLET SHORE POWER

STATIONS

16-OUTLET SHORE POWER

STATIONS

UTILITY BUILDING

(GROUND FLOOR)

LC21

LC19

13.2 KV

SWITCHES

GENERATOR PADS

PS GENERATOR

UTILITY BUILDING

GENERATOR

KEY PLAN KI

TT

ER

Y, M

AI

N E

PO

R

TS

M

O U

TH

N

AV

AL

S H

IP

YA

R D

CHECK GRAPHIC SCALE BEFORE USING

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

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SY

M

D

ES

C R

IP

TI

O N

D

AT

E

AP

PR

N40085-17-D-5004

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.: 1604959

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

D

EP

AR

TM

EN

T

O F

TH

E

N

AV

Y N

AV

AL

F

AC

IL

IT

IE

S

EN

G

IN

EE

R

IN

G C

O M

M

AN

D

CI

C

OR

E

NA

VA

L S

TA

TI

ON

, N

OR

FO

LK

, V

IR

GI

NI

A

P-

-M

U

LT

I-M

IS

SI

O

N D

R Y

D O

C K

#1

DRAWFORM REVISION: 10 OCTOBER 2014

5 BURLINGTON WOODS

BURLINGTON, MA 01803

PR

EL

IM

IN

A R

Y

N O

T

FO

R C

O N

ST

R

U C

TI

O

N

ILB

JAS

EJA

DPS

C

U s er s\ jm e t zg er \D o c um en ts

\D

RY

D S

W

TR

-1

4 9

-E _j on at ha n.

m et zg er

.rv t

/3

/2

1:

2 0 :2

PM

EL

EC

TR

IC

AL

O

VE

R

AL

L

SI

TE

P

LA

N

ES112

Designer Author Checker

PLAN NORTH

SCALE: 1" = 40'-0"

ELECTRICAL OVERALL PLAN -

ENLARGED