1588810-DWG-14of14 (ARCH-ELEC).pdf

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DRAWFORM REVISION: 12 APRIL 2018

C2 A-101

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DRAWFORM REVISION: 12 APRIL 2018

ELECTRICAL LEGEND-(EXTERIOR UNDERGROUND)

UNDERGROUND DUCTBANK, CONCRETE ENCASED UON. DESCRIPTION AS INDICATED

EXISTING UNDERGROUND DUCTBANK, CONCRETE ENCASED UON. DESCRIPTION AS INDICATED

SYMBOL REFERS TO DEPTH OF DUCTBANK SECTION. SEE DUCTBANK DETAILS

UNDERGROUND ELECTRICAL DISTRIBUTION CONCRETE ENCASED DUCTBANK SECTION LOOKING IN DIRECTION OF

ARROWS

SPARE DUCT (TYPICAL)

HEAVY LINE INDICATES BOTTOM OF DUCT

TELECOMMUNICATIONS CABLE DESIGNATION (TYPICAL) DESCRIPTION PER CABLE AND CONDUIT SCHEDULES

ON E-600 SERIES DRAWINGS

OCCUPIED CONDUIT, UNIDENTIFIED EXISTING CABLE

POWER CABLE DESIGNATION (TYPICAL)

DESCRIPTION PER CABLE AND CONDUIT SCHEDULES ON E-600 SERIES DRAWINGS

LIMIT OF DEMOLITION

NEW TO EXISTING CONNECTION

2 S1 X N1

ELECTRICAL LEGEND (MISCELLANEOUS)

DEMOLITION NOTE SYMBOL

WORK NOTE SYMBOL1

FEEDER DESIGNATION. SEE SCHEDULES1

1. MECHANICAL CONDUIT SEALS MUST NOT INTERFERE WITH EQUIPMENT, PIPING, OR CONDUIT

AND MUST NOT OBSTRUCT ACCESS TO EQUIPMENT.

2. WIRE AND CONDUIT FOR EQUIPMENT AND MOTOR LOADS MUST BE CONTINUOUS IN SIZE AND

QUANITY FROM THE SOURCE TO THE FINAL CONNECTION. SIZE AND QUANITY MUST BE AS

INDICATED ON THE CIRCUIT HOMERUN OR FEEDER SCHEDULE, UNLESS OTHERWISE NOTED.

3. CONTRACTOR MUST PERFORM A FEEDER, MANHOLE AND DUCT-ROUTE SURVEY PRIOR TO

BEGINNING CONSTRUCTION TO VERIFY THE ROUTING OF THE EXISTING FEEDERS,

AVAILABILITY OF EXISTING MANHOLES AND DUCTS INTENDED TO BE USED. PROVIDE THE

CONTRACTING OFFICER WITH RESULTS OF THIS SURVEY AND SKETCH OF DUCTBANK

SECTIONS SHOWING LOCATIONS OF OCCUPIED DUCTS AND CABLES TO BE INSTALLED.

4. THE CONTRACTOR MUST EXPECT MANHOLES AND HANDHOLES TO BE FULL OF WATER OR

OTHER LIQUIDS. THE CONTRACTOR MUST DE-WATER MANHOLES AND HANDHOLES TO THE

NEAREST STORM DRAIN BEFORE COMMENCING WORK. THE CONTRACTORS DE-WATERING

PUMPS MUST BE AVAILABLE IN CASE WATER SEEPAGE DOES NOT SUBSIDE. UNDER NO

CIRCUMSTANCES MUST OPEN CABLE SPLICES OR CUT TERMINATIONS EVER COME IN

CONTACT WITH WATER.

5. UNLESS SPECIFICALLY NOTED TO BE EXISTING, WORK AND MATERIAL MUST BE PROVIDED BY

THE CONTRACTOR. WHEREVER AN EXISTING TO PROPOSED CONNECTION IS REQUIRED,

PROVIDE EXTENSION RINGS, SPLICES, WIRE, CONDUIT FITTINGS, AND ASSOCIATED

APPURTENANCES. PERFORM CUTTING AND PATCHING AS REQUIRED TO MAKE THE

CONNECTIONS.

6. THE CONTRACTOR MUST CLOSELY STUDY THE CONSTRUCTION PLANS AND NOTES AS

OUTLINED. SLIGHT DEVIATIONS FROM CONFINED WORK SPACES MAY BE NECESSARY TO

FULLY COMPLETE A CONSTRUCTION AREA AS OUTLINED ON THOSE DRAWINGS. THE

DEVIATIONS MUST BE HELD TO A MINIMUM AND MUST BE FULLY COORDINATED WITH THE

CONTRACTING OFFICER. SUCH DEVIATIONS MUST BE MADE WITH NO ADDITIONAL COST TO

THE GOVERNMENT.

7. DURING THE EXECUTION OF THIS WORK, THE GOVERNMENT WILL CONTINUE TO OCCUPY AND

OPERATE ADJACENT FACILITIES, PIERS, BERTHS, WHARFS, BUILDINGS AND UTILITIES, AND, THEREFORE, WILL REQUIRE CONTINUOUS OPERATION OF EXISTING ELECTRIC AND

TELECOMMUNICATIONS SERVICES. OUTAGES REQUIRED FOR CONSTRUCTION PURPOSES

MUST BE SCHEDULED FOR THE SHORTEST PRACTICAL PERIODS OF TIME, AND THEN ONLY BY

PRE-ARRANGEMENT WITH THE CONTRACTING OFFICER FOR MUTUALLY AGREEABLE

PERIODS. AFTER EACH OF WHICH THE INTERRUPTION MUST CEASE AND SERVICE MUST BE

RESTORED.

8. THE CONTRACTOR MUST PERFORM WORK INSIDE MANHOLES WITH ENERGIZED CABLES

PRESENT. THE CONTRACTOR MUST ADHERE TO NESC, NFPA AND OSHA REGULATIONS FOR

PERSONAL SAFETY WHILE PERFORMING WORK IN CONFINED SPACES IN CLOSE PROXIMITY

OF ENERGIZED EQUIPMENT.

9. FOR DEMOLITION DUCTBANKS AND MANHOLES, PULL EXISTING CABLES BACK TO FACILITATE

DEMOLITION AND PROPOSED WORK. PULL EXISTING CABLES INTO NEW PATHWAYS AND

TERMINATE CABLES TO MATCH THE EXISTING CONDITION. TEST ALL EXISTING CABLES AFTER

TERMINATION. PROVIDE NEW CABLES, AS REQUIRED, TO USE CONDUIT INDICATED.

SUBDIVIDE CABLES INTO MULTIPLE CABLES TO USE CONDUITS INDICATED.

10. HARDWARE MUST BE GALVANIZED STEEL, UON.

GENERAL DEMOLITION NOTES:

1. EXISTING SERVICES (ELECTRIC, TELEPHONE, LAN, NAVFAC UTILITIES, CATV, PA, NAVFAC

UTILITIES SECURITY, ETC.) MUST REMAIN ACTIVE.

2. ALL ELECTRICAL EQUIPMENT REMOVED FROM CAPSTANS MUST BE TURNED OVER TO THE

GOVERNMENT.

3. PERFORM DEMOLITION REQUIRED FOR PROPOSED WORK.

ELECTRICAL GENERAL NOTES (APPLICABLE TO ALL SHEETS)

GENERAL CONSTRUCTION NOTES:

1. THE CONTRACTOR MUST COORDINATE WITH THE CONTRACTING OFFICER FOR OTHER WORK

AROUND THE SHIPYARD.

2. SCHEDULE WORK AROUND TEMPORARY AND PERMANENT EQUIPMENT ASSOCIATED WITH THE

OTHER GOVERNMENT WORK.

JAS

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DRAWFORM REVISION: 12 APRIL 2018

DEMOLITION NOTES:

1. REMOVE EQUIPMENT IN PIT OF CAPSTAN. REFER TO ENLARGED

PLAN ON SHEET ED401 FOR EXACT EQUIPMENT AND

ADDITIONAL WORK INFORMATION.

2. REMOVE MANHOLE EMH-160. REFER TO SHEET E-101 FOR

ADDITIONAL INFORMATION.

3. REMOVE WIRING BACK TO MANHOLE. CUT AND CAP

CONDUCTORS INSIDE THE MANHOLE.

4. REMOVE WIRING BACK TO MANHOLE EMH-1031D.

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL DEMOLITION SITE PLAN

40'10'0 20'

DRY DOCK 2

DRY DOCK 2 CAISSON

CAPSTAN #9

CAPSTAN 8

CAPSTAN 7

CAPSTAN 5

CAPSTAN 1

DRY DOCK 1

DRY DOCK 1 CAISSON

FEED TO CAISSON 1

EMH-1031D

EMH-185

EMH-160

EMH-158

EMH-164

EMH S1508

STAND-BY POWER

GENERATOR

PAD MOUNTED

TRANSFORMER

EJA

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EPROJECT NO.:

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DRAWFORM REVISION: 12 APRIL 2018

WORK NOTES:

1. REMOVE WIRING, CONDUIT AND ALL ASSOCIATED APPURTENANCES

INSIDE PIT OF CAPSTAN.

2. REMOVE WIRING BACK TO MANHOLE EMH-1031D AND CAP FOR

SPLICING NEW CAPSTAN 7 CIRCUITRY. UNDERGROUND 2-WAY, 4 INCH

DUCTBANK MUST REMAIN.

3. REMOVE WIRING BACK TO MANHOLE. REFER TO SHEET ED101 FOR

MANHOLE LOCATION.

4. PULL WIRING BACK TO MANHOLE EMH-158. REFER TO SHEET E-101

FOR ADDITIONAL INFORMATION.

5. REMOVE WIRING BACK TO MANHOLE EMH-185. REFER TO SHEET

ED101 FOR MANHOLE LOCATION. UNDERGROUND 2-WAY, 4 INCH

DUCTBANK MUST REMAIN.

PLAN

NORTH

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

ELECTRICAL DEMOLITION PLAN - CAPSTAN 8

4' 8'0 2'

PLAN

NORTH

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

ELECTRICAL DEMOLITION PLAN - CAPSTAN 7

4' 8'0 2'

PLAN

NORTH

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

ELECTRICAL DEMOLITION PLAN - CAPSTAN 5

4' 8'0 2'

PULLBOX WITH

CAPSTAN CIRCUIT

M

M

REMOVE EXISTING

CAPSTAN MOTOR

COMPLETE

REMOVE 60 AMP

DISCONNECT

REMOVE

TRANSFORMER

REMOVE PULLBOX

REMOVE

CONTROL PANEL

REMOVE SUMP

PUMP

REMOVE PIPING

REMOVE

RECEPTACLE

M

REMOVE CAPSTAN

MOTOR COMPLETE REMOVE

CONTROL PANEL

REMOVE 100 AMP

DISCONNECT

REMOVE

TRANSFORMER

REMOVE

RECEPTACLE

M

REMOVE SUMP

PUMPREMOVE JUNCTION BOX

REMOVE 100 AMP

DISCONNECT

M

REMOVE CAPSTAN

MOTOR COMPLETE

M

REMOVE SUMP

PUMP

REMOVE PIPING

REMOVE

TRANSFORMER

REMOVE

RECEPTACLE

REMOVE

JUNCTION BOX

REMOVE

CONTROL PANEL

PLAN

NORTH

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

ELECTRICAL DEMOLITION PLAN - CAPSTAN 1

4' 8'0 2'

REMOVE 100 AMP

DISCONNECT

M

REMOVE CAPSTAN

MOTOR COMPLETE

M

REMOVE SUMP

PUMP

REMOVE

RECEPTACLE

MOUNTED ABOVE

JUNCTION BOX

REMOVE

JUNCTION BOX

REMOVE

CONTROL PANEL

REMOVE PVC

PIPING COMPLETE

EJA

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WAS RAD WAS

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ED401

5+00

6+00

7+

8+00

9+00

MATCH LINE STA 9+20

(SEE SHEET E-102)

MATCH LINE STA 4+60

(SEE AREA 101 ABOVE)

0+00

1+00

2+00

3+00

4+00

+0

MATCH LINE STA 4+60

(SEE AREA 102 BELOW

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DRAWFORM REVISION: 12 APRIL 2018

WORK NOTES:

1. PROVIDE MECHANICAL SEALS, SEE CABLE AND CONDUIT

SCHEDULE ON SHEET E-601.

2. REPLACE MANHOLE COVER. SEE DETAIL ON SHEET E-501.

3. SEE ENLARGED PLANS ON SHEET E-401 FOR ADDITIONAL WORK.

4. EXTEND DUCTBANK. REFER TO SHEET E-401 FOR ADDITIONAL

INFORMATION.

5. REFER TO SHEET E-401 FOR ADDITIONAL INFORMATION.

6. PROVIDE MANHOLE EMH-160. REFER TO C1/SS503 FOR

ADDITIONAL INFORMATION.

7. PROVIDE MECHANICAL SEALS AT CONDUIT ENDS INSIDE

CASSION POWER RECEPTACLE PULL BOX.

8. PROVIDE MECHANICAL SEAL AT BOTH ENDS OF CONDUIT.

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 102

DAVIS AVENUE

C

AI

SS

O

N

MHMH

MH

MHMH

MH

MH

MH

BARGE SLIP

WHARF C

BE

R

TH

BERTH 24

PIER 3

DRYDOCK 4

BARGE SLIP

BERTH 20

SOUTHERN BRANCH

ELIZABETH RIVER

WHARF C

ES

ES

ES

DRYDOCK 4

DAVIS AVENUE

H

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C H

C O

C K

ST

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T

ES

ES

SOUTHERN BRANCH

OF THE

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SOUTHERN BRANCH

OF THE ELIZABETH RIVER

DRYDOCK 2

B E

R

TH

BE

R

TH

ES

ES

ES

TRUXTON STREET

RENSHAW

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BR

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A

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N U

E

CREIG

HTON

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1-ST

BL

ES ES

ES

ES

ES

ES

ES

ES

ES

1-ST-BL

ES

ES

SINCLARE AVENUE

MAYO AVENUE

MAYO AVENUE

BERRIEN STREET

BLDG 401

ES

ES

ARMISTEAD

AVENUE

ES

BE

R

TH

ESES

ES

ES

ES

ES

ES

ES

3-ST-BR 2-ST-BR

1-ST-BL

ES

ES

ES

ES

ES

ES

ES

ES

ES

CREIGHTON STREET

CREIG

HTON STREET

1-ST-BL

RENSHAW

AVENUE

BERRIEN STREET

HUGHES STREET

STORAGE

MCKEEVER AVENUE

ES

BLDG 275

ES

ES

ES

PORTSMOUTH BOULEVARD

FOURTH STREET

BERRIEN STREET

BREESE

STREET

MAYO

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PORTSMOUTH BOULEVARD

STIFF-LEGGEDDERRICK CRANE

M140 WEST

M140 EAST

STORAGE

TRAININGBASE

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STORAGEENCLOSURE

REN

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A

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SI

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A

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BR

O

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AN

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AD A

VE.

CREIGHTON ST.

TRUXTON STREET

BR

O

W N

A

VE

REN

SH

AW

A

VE

W H

AR

F

- C

BL

D G

N

O

H

IT

C H

C O

C K

ST

BL

D

G

SU

B

"O

BL

D

G

BLDG. NO. 193

DAVIS AVE.

SUB "OC"

Caisson Seat Caisson Seat

BERTH NO. 20

EDGE OF WHARF

STEVENS ST.

BR

O

W N

A

VE

RENSHAW

AVE.

SINCLAIR AVE.BERRIEN ST.

DD 3

DD 4

KEY PLAN

DD 2

DD 1

NN

105106

40'10'0 20'

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 101

40'10'0 20'

DRY DOCK 2

DRY DOCK 1

DRY DOCK 1 CAISSON

STA 0+00 (SEE

ALIGNMENT START @

SHEET E-107 FOR ALIGNM

ENT END)

DRY DOCK 2 CAISSON

EXISTING EMH-164

EMH-160

T.O.M. +100.00

1 6

210 S4 204 206

S4 S4 205 S4

EXISTING

EXISTING EMH-1031D1

EXISTING

EMH-1306 1 2

EXISTING

EMH-1031C

1 2

S4 S4 S4 S4

EXISTING

EXISTING

4 4 4

4 4 4

4 4 S4

EXISTING

S4 S4 4 S4 S4 4 4 4

S4 4 S4 S4

CAPSTAN 7

CAPSTAN 53

CP7

S4

S4

S4

209211

S4 201

EXISTING

EMH-158

EXISTING

LIGHT POLE

EXISTING

CAPSTAN 8

EXISTING

EMH-184

RELOCATED

TRANSFORMER

RELOCATED STAND-BY

POWER GENERATOR

EJA

DSN

WAS RAD WAS

12809452

EL

EC

TR

IC

AL

S

IT

E

PL

AN

AR

EA

A

RE

A

E-101

AS NOTED

EXISTING

S4

EXISTING

EXISTING CATV

CONDUIT 8

CP8

S4

MA

TC

H

LI

NE

S

TA

4+

(S

EE

A

RE

A

AB

OV

E)

MA

TC

H

LI

NE

S

TA

4+

(S

EE

A

RE

A

AB

OV

E)

MA

TC

H

LI

NE

S

TA

4+

(S

EE

A

RE

A

BE

LO

W

+0

15+00

16+00 17+00

+0

19+00

MA

TC

H

LIN

E

ST

A

+6

(S

EE

S

HE

ET

E

-1

M

AT

CH

L

IN

E

ST

A

+0

(S

EE

A

RE

A

BE

LO

W

9+00 10+00

+0

12+00 13+00

+0

MATCH LINE STA 9+20

(SEE SHEET E-101)

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D

R Y

D O

C K

F

LO

O

TE

C

TI

O

N

IM

P R

O V

E M

E N

TS

NO

RF

OL

K

NA

VA

L

SH

IP

YA

RD

PO

RT

SM

OU

TH

, V 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

- H

AM

PT

ON

R

OA

DS

NA

VA

L

ST

AT

IO

N

NO

RF

OL

K

- N

OR

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

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

FI

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N

AM

E:

Q

:\N

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-0

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-6

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3-

0- E-

2.

dw g

L

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OU

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NA

M

E:

E

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CT

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CA

L

SI

TE

P

LA

N

- A

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A

AR

EA

P

LO

TT

ED

: F rid ay , F eb ru ar y 2

1,

- 5 :1

7p m

U

SE

R:

tt ho m ps on

DRAWFORM REVISION: 12 APRIL 2018

WORK NOTES:

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 104

DAVIS AVENUE

C

AI

SS

O

N

MHMH

MH

MHMH

MH

MH

MH

BARGE SLIP

WHARF C

BE

R

TH

BERTH 24

PIER 3

DRYDOCK 4

BARGE SLIP

BERTH 20

SOUTHERN BRANCH

ELIZABETH RIVER

WHARF C

ES

ES

ES

DRYDOCK 4

DAVIS AVENUE

H

IT

C H

C O

C K

ST

R

EE

T

ES

ES

SOUTHERN BRANCH

OF THE

ELIZABETH RIVER

SOUTHERN BRANCH

OF THE ELIZABETH RIVER

DRYDOCK 2

B E

R

TH

BE

R

TH

ES

ES

ES

TRUXTON STREET

RENSHAW

AVENUE

BR

O

W N

A

VE

N U

E

CREIG

HTON

STREET

1-ST

BL

ES ES

ES

ES

ES

ES

ES

ES

ES

1-ST-BL

ES

ES

SINCLARE AVENUE

MAYO AVENUE

MAYO AVENUE

BERRIEN STREET

BLDG 401

ES

ES

ARMISTEAD

AVENUE

ES

BE

R

TH

ESES

ES

ES

ES

ES

ES

ES

3-ST-BR 2-ST-BR

1-ST-BL

ES

ES

ES

ES

ES

ES

ES

ES

ES

CREIGHTON STREET

CREIG

HTON STREET

1-ST-BL

RENSHAW

AVENUE

BERRIEN STREET

HUGHES STREET

STORAGE

MCKEEVER AVENUE

ES

BLDG 275

ES

ES

ES

PORTSMOUTH BOULEVARD

FOURTH STREET

BERRIEN STREET

BREESE

STREET

MAYO

AVENUE

PORTSMOUTH BOULEVARD

STIFF-LEGGEDDERRICK CRANE

M140 WEST

M140 EAST

STORAGE

TRAININGBASE

ENCLOSURE

STORAGEENCLOSURE

REN

SH

AW

A

VE

BREESE ST.

SI

NCLA

IR

A

VE

.BERRIEN STREET

MAY

O A

VE

BERRIEN STREET

FOURTH STREET GATE

BR

O

W N

A

VE

REN

SH

AW

CREIGHTON ST.

AVE.

BERRIEN ST.

CREIGHTON ST.

B R

O W

N A

V E

BERRIEN ST.

ROW

AN

A

VE

CREIGHTON ST.

SI

NCLA

IR

MAY

O A

VE

.BERRIEN ST.

STEVENS

ARMIS

TE

AD A

VE.

CREIGHTON ST.

TRUXTON STREET

BR

O

W N

A

VE

REN

SH

AW

A

VE

W H

AR

F

- C

BL

D G

N

O

H

IT

C H

C O

C K

ST

BL

D

G

SU

B

"O

BL

D

G

BLDG. NO. 193

DAVIS AVE.

SUB "OC"

Caisson Seat Caisson Seat

BERTH NO. 20

EDGE OF WHARF

STEVENS ST.

BR

O

W N

A

VE

RENSHAW

AVE.

SINCLAIR AVE.BERRIEN ST.

DD 3

DD 4

KEY PLAN

DD 2

DD 1

NN

105106

40'10'0 20'

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 103

40'10'0 20'

DRY DOCK 3

DRY DOCK 4

DRY DOCK 3 CAISSON

DRY DOCK 4 CAISSON

1. PROVIDE MECHANICAL SEALS, SEE CABLE AND CONDUIT

SCHEDULE ON SHEET E-601.

2. REPLACE MANHOLE COVER. SEE DETAIL ON SHEET E-501.

3. PROVIDE MECHANICAL SEALS AT CONDUIT END IN

PAD-MOUNTED TRANSFORMER.

4. PROVIDE MECHANICAL SEALS AT CONDUIT ENDS INSIDE

TELECOM RACK PULL BOXES.

5. PROVIDE ELECTRICAL CONDUIT SEALANT AT BOTH ENDS OF

CONDUIT.

6. DISCONNECT AND REMOVE CAPSTAN 31 INTERLOCK

RECEPTACLE. RETAIN FOR INSTALLATION IN NEW LOCATION.

7. INSTALL CAPSTAN 31 INTERLOCK RECEPTACLE ON FLOOD WALL.

8. EXTEND EXISTING DUCTBANK TO RELOCATED CAPSTAN 31

INTERLOCK RECEPTACLE. PROVIDE NEW WIRING SPLICING AT

ADJACENT MANHOLE EMH 383.

EXISTING

EMH-1052B 1

S4 S4 S4 S4

EXISTING

EXISTING

EMH-702 1 2

4 4 4 4

EXISTING

EXISTING HANDHOLE 1

RELOCATED CAPSTAN 31

INTERLOCK RECEPTACLE

EJA

DSN

WAS RAD WAS

12809453

EL

EC

TR

IC

AL

S

IT

E

PL

AN

AR

EA

A

RE

A

E-102

AS NOTED

EXISTING

EXISTING

EMH-1052D 1 2

S5

EXISTING

3S5

5EXISTING

EXISTING

EMH-E383

EXISTING CAPSTAN 31

EXISTING CAPSTAN 31

INTERLOCK RECEPTACLE

CP31

S4

S1

EXISTING

24+00 25+00 26+00 27+00 28+00

M

AT

CH

L

IN

E

ST

A

+8

(S

EE

S

HE

ET

E -1

M

AT

CH

L

IN

E

ST

A

+4

(S

EE

A

RE

A

AB

OV

E)

+0

19+00

20+00

21+00

22+00

+0

MATCH LINE STA 18+60

(SEE SHEET E-102)

MATCH LINE STA 23+40

(SEE AREA 106 BELOW)

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D

R Y

D O

C K

F

LO

O

TE

C

TI

O

N

IM

P R

O V

E M

E N

TS

NO

RF

OL

K

NA

VA

L

SH

IP

YA

RD

PO

RT

SM

OU

TH

, V 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

- H

AM

PT

ON

R

OA

DS

NA

VA

L

ST

AT

IO

N

NO

RF

OL

K

- N

OR

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

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

FI

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N

AM

E:

Q

:\N

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3.

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NA

M

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CA

L

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TE

P

LA

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A

AR

EA

P

LO

TT

ED

: F rid ay , F eb ru ar y 2

1,

- 5 :1

8p m

U

SE

R:

tt ho m ps on

DRAWFORM REVISION: 12 APRIL 2018

WORK NOTES:

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 106

DAVIS AVENUE

C

AI

SS

O

N

MHMH

MH

MHMH

MH

MH

MH

BARGE SLIP

WHARF C

BE

R

TH

BERTH 24

PIER 3

DRYDOCK 4

BARGE SLIP

BERTH 20

SOUTHERN BRANCH

ELIZABETH RIVER

WHARF C

ES

ES

ES

DRYDOCK 4

DAVIS AVENUE

H

IT

C H

C O

C K

ST

R

EE

T

ES

ES

SOUTHERN BRANCH

OF THE

ELIZABETH RIVER

SOUTHERN BRANCH

OF THE ELIZABETH RIVER

DRYDOCK 2

B E

R

TH

BE

R

TH

ES

ES

ES

TRUXTON STREET

RENSHAW

AVENUE

BR

O

W N

A

VE

N U

E

CREIG

HTON

STREET

1-ST

BL

ES ES

ES

ES

ES

ES

ES

ES

ES

1-ST-BL

ES

ES

SINCLARE AVENUE

MAYO AVENUE

MAYO AVENUE

BERRIEN STREET

BLDG 401

ES

ES

ARMISTEAD

AVENUE

ES

BE

R

TH

ESES

ES

ES

ES

ES

ES

ES

3-ST-BR 2-ST-BR

1-ST-BL

ES

ES

ES

ES

ES

ES

ES

ES

ES

CREIGHTON STREET

CREIG

HTON STREET

1-ST-BL

RENSHAW

AVENUE

BERRIEN STREET

HUGHES STREET

STORAGE

MCKEEVER AVENUE

ES

BLDG 275

ES

ES

ES

PORTSMOUTH BOULEVARD

FOURTH STREET

BERRIEN STREET

BREESE

STREET

MAYO

AVENUE

PORTSMOUTH BOULEVARD

STIFF-LEGGEDDERRICK CRANE

M140 WEST

M140 EAST

STORAGE

TRAININGBASE

ENCLOSURE

STORAGEENCLOSURE

REN

SH

AW

A

VE

BREESE ST.

SI

NCLA

IR

A

VE

.BERRIEN STREET

MAY

O A

VE

BERRIEN STREET

FOURTH STREET GATE

BR

O

W N

A

VE

REN

SH

AW

CREIGHTON ST.

AVE.

BERRIEN ST.

CREIGHTON ST.

B R

O W

N A

V E

BERRIEN ST.

ROW

AN

A

VE

CREIGHTON ST.

SI

NCLA

IR

MAY

O A

VE

.BERRIEN ST.

STEVENS

ARMIS

TE

AD A

VE.

CREIGHTON ST.

TRUXTON STREET

BR

O

W N

A

VE

REN

SH

AW

A

VE

W H

AR

F

- C

BL

D G

N

O

H

IT

C H

C O

C K

ST

BL

D

G

SU

B

"O

BL

D

G

BLDG. NO. 193

DAVIS AVE.

SUB "OC"

Caisson Seat Caisson Seat

BERTH NO. 20

EDGE OF WHARF

STEVENS ST.

BR

O

W N

A

VE

RENSHAW

AVE.

SINCLAIR AVE.BERRIEN ST.

DD 3

DD 4

KEY PLAN

DD 2

DD 1

NN

105106

40'10'0 20'

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 105

40'10'0 20'

1. PROVIDE MECHANICAL SEALS, SEE CABLE AND CONDUIT

SCHEDULE ON SHEET E-601.

2. REPLACE MANHOLE COVER. SEE DETAIL ON SHEET E-501.

EXISTING

EMH-1342 1 2

S4

S4

S4 EXISTING

S44

S44

EXISTING

EMH-1362 1 2

S4 S4

4S4

EXISTING

S4

S4

S4

EJA

DSN

WAS RAD WAS

12809454

EL

EC

TR

IC

AL

S

IT

E

PL

AN

AR

EA

A

RE

A

E-103

33+00

34+00

+0

36+00

37+00

MATCH LINE STA 37+20

(SEE SHEET E-105)

(S

EE

A

RE

A

BE

LO

W

MAT

CH LI

NE S

TA

+6

(SE

E A

REA

7 A

BO

VE

28+00

29+00

30+00

31+00

32+00

+0

MATCH LINE STA 27+80

(SEE SHEET E-103)

MATC

H LI

NE STA

+6

(SEE AREA 10

8 B

ELO

W)

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D

R Y

D O

C K

F

LO

O

TE

C

TI

O

N

IM

P R

O V

E M

E N

TS

NO

RF

OL

K

NA

VA

L

SH

IP

YA

RD

PO

RT

SM

OU

TH

, V 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

- H

AM

PT

ON

R

OA

DS

NA

VA

L

ST

AT

IO

N

NO

RF

OL

K

- N

OR

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

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

FI

LE

N

AM

E:

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A

AR

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P

LO

TT

ED

: F rid ay , F eb ru ar y 2

1,

- 5 :1

8p m

U

SE

R:

tt ho m ps on

DRAWFORM REVISION: 12 APRIL 2018

WORK NOTES:

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 108

DAVIS AVENUE

C

AI

SS

O

N

MHMH

MH

MHMH

MH

MH

MH

BARGE SLIP

WHARF C

BE

R

TH

BERTH 24

PIER 3

DRYDOCK 4

BARGE SLIP

BERTH 20

SOUTHERN BRANCH

ELIZABETH RIVER

WHARF C

ES

ES

ES

DRYDOCK 4

DAVIS AVENUE

H

IT

C H

C O

C K

ST

R

EE

T

ES

ES

SOUTHERN BRANCH

OF THE

ELIZABETH RIVER

SOUTHERN BRANCH

OF THE ELIZABETH RIVER

DRYDOCK 2

B E

R

TH

BE

R

TH

ES

ES

ES

TRUXTON STREET

RENSHAW

AVENUE

BR

O

W N

A

VE

N U

E

CREIG

HTON

STREET

1-ST

BL

ES ES

ES

ES

ES

ES

ES

ES

ES

1-ST-BL

ES

ES

SINCLARE AVENUE

MAYO AVENUE

MAYO AVENUE

BERRIEN STREET

BLDG 401

ES

ES

ARMISTEAD

AVENUE

ES

BE

R

TH

ESES

ES

ES

ES

ES

ES

ES

3-ST-BR 2-ST-BR

1-ST-BL

ES

ES

ES

ES

ES

ES

ES

ES

ES

CREIGHTON STREET

CREIG

HTON STREET

1-ST-BL

RENSHAW

AVENUE

BERRIEN STREET

HUGHES STREET

STORAGE

MCKEEVER AVENUE

ES

BLDG 275

ES

ES

ES

PORTSMOUTH BOULEVARD

FOURTH STREET

BERRIEN STREET

BREESE

STREET

MAYO

AVENUE

PORTSMOUTH BOULEVARD

STIFF-LEGGEDDERRICK CRANE

M140 WEST

M140 EAST

STORAGE

TRAININGBASE

ENCLOSURE

STORAGEENCLOSURE

REN

SH

AW

A

VE

BREESE ST.

SI

NCLA

IR

A

VE

.BERRIEN STREET

MAY

O A

VE

BERRIEN STREET

FOURTH STREET GATE

BR

O

W N

A

VE

REN

SH

AW

CREIGHTON ST.

AVE.

BERRIEN ST.

CREIGHTON ST.

B R

O W

N A

V E

BERRIEN ST.

ROW

AN

A

VE

CREIGHTON ST.

SI

NCLA

IR

MAY

O A

VE

.BERRIEN ST.

STEVENS

ARMIS

TE

AD A

VE.

CREIGHTON ST.

TRUXTON STREET

BR

O

W N

A

VE

REN

SH

AW

A

VE

W H

AR

F

- C

BL

D G

N

O

H

IT

C H

C O

C K

ST

BL

D

G

SU

B

"O

BL

D

G

BLDG. NO. 193

DAVIS AVE.

SUB "OC"

Caisson Seat Caisson Seat

BERTH NO. 20

EDGE OF WHARF

STEVENS ST.

BR

O

W N

A

VE

RENSHAW

AVE.

SINCLAIR AVE.BERRIEN ST.

DD 3

DD 4

KEY PLAN

DD 2

DD 1

NN

105106

40'10'0 20'

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 107

40'10'0 20'

1. PROVIDE MECHANICAL SEALS, SEE CABLE AND CONDUIT

SCHEDULE ON SHEET E-601.

2. REPLACE MANHOLE COVER. SEE DETAIL ON SHEET E-501.

EXISTING

EMH-1341 1

S4

S4

EXISTING2

S4

S4

EXISTING

EMH-1361

1 2

S4 S4

S4

EXISTING

S4 S4

S4

S4

S4 S4

S4 S4

EXISTING

S4

S4 S4

EXISTING

S4 S4

S4

S4 S4

S4

S4

EXISTING

EMH-1062 1

EXISTING

EMH-477

S4 S4

S4

EXISTING

S4 S4 S4

S4 S4 S4 S4

S4 S4 S4

S4

S4 S4 S4

EXISTING

EMH-1027

1 2

S4 4 4

4 4 4

4 4 4

EXISTING

S3 S3

S3

EXISTING EMH-727 1 2

EXISTING

EMH-7241 2

S4

S4

EXISTING

FIRE

ALARM

BOX

S3 S3

S3

S3

EXISTING

EXISTING

EXISTING

EMH-727S

1 2

S4

S4

S4 S4 S3 S3 S4

S2 S3 S3 S3

S4

S4

S4 S4

S4 S4 S4

S4

4EXISTING

S4 S44

EXISTING

S4 S4

S4 S4

4 S4

4 4 4

4 4 4

EXISTING EMH

E1514

1 2

EXISTING

4 4 4

EXISTING

EXISTING

S4

S4

S4

S4 S4

S4 S4

S4 S4

S4 S4

S4 S4

S4 S4

EXISTING

4 4 S4 S4

4 S4 S4 4

4 4 4

4 S4 S4 S4

S4 4 S4 S4

EJA

DSN

WAS RAD WAS

12809455

EL

EC

TR

IC

AL

S

IT

E

PL

AN

AR

EA

A

RE

A

E-104

AS NOTED

EXISTING

EMH-1027

1 2

EXISTING

MATC

H LI

NE STA

+0

(SEE AREA 11

0 B

ELO

W)

+0

38+00

+0

40+00

41+00

42+00

MATCH LINE STA 37+20

SEE SHEET E-104)

MATCH LIN

E STA 42

+00

(SEE AREA 10

9 A

BOVE)

43+00

44+00

45+00

+0

MATCH LINE STA 46+60

(SEE SHEET E-106

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D

R Y

D O

C K

F

LO

O

TE

C

TI

O

N

IM

P R

O V

E M

E N

TS

NO

RF

OL

K

NA

VA

L

SH

IP

YA

RD

PO

RT

SM

OU

TH

, V 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

- H

AM

PT

ON

R

OA

DS

NA

VA

L

ST

AT

IO

N

NO

RF

OL

K

- N

OR

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

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

FI

LE

N

AM

E:

Q

:\N

OR

\1

-0

8\ ca dd

Ac tiv e\ _P

-6

\D

RY

DP

3-

0- E-

5.

dw g

L

AY

OU

T

NA

M

E:

E

LE

CT

RI

CA

L

SI

TE

P

LA

N

- A

RE

A

AR

EA

P

LO

TT

ED

: F rid ay , F eb ru ar y 2

1,

- 5 :1

9p m

U

SE

R:

tt ho m ps on

DRAWFORM REVISION: 12 APRIL 2018

WORK NOTES:

DAVIS AVENUE

C

AI

SS

O

N

MHMH

MH

MHMH

MH

MH

MH

BARGE SLIP

WHARF C

BE

R

TH

BERTH 24

PIER 3

DRYDOCK 4

BARGE SLIP

BERTH 20

SOUTHERN BRANCH

ELIZABETH RIVER

WHARF C

ES

ES

ES

DRYDOCK 4

DAVIS AVENUE

H

IT

C H

C O

C K

ST

R

EE

T

ES

ES

SOUTHERN BRANCH

OF THE

ELIZABETH RIVER

SOUTHERN BRANCH

OF THE ELIZABETH RIVER

DRYDOCK 2

B E

R

TH

BE

R

TH

ES

ES

ES

TRUXTON STREET

RENSHAW

AVENUE

BR

O

W N

A

VE

N U

E

CREIG

HTON

STREET

1-ST

BL

ES ES

ES

ES

ES

ES

ES

ES

ES

1-ST-BL

ES

ES

SINCLARE AVENUE

MAYO AVENUE

MAYO AVENUE

BERRIEN STREET

BLDG 401

ES

ES

ARMISTEAD

AVENUE

ES

BE

R

TH

ESES

ES

ES

ES

ES

ES

ES

3-ST-BR 2-ST-BR

1-ST-BL

ES

ES

ES

ES

ES

ES

ES

ES

ES

CREIGHTON STREET

CREIG

HTON STREET

1-ST-BL

RENSHAW

AVENUE

BERRIEN STREET

HUGHES STREET

STORAGE

MCKEEVER AVENUE

ES

BLDG 275

ES

ES

ES

PORTSMOUTH BOULEVARD

FOURTH STREET

BERRIEN STREET

BREESE

STREET

MAYO

AVENUE

PORTSMOUTH BOULEVARD

STIFF-LEGGEDDERRICK CRANE

M140 WEST

M140 EAST

STORAGE

TRAININGBASE

ENCLOSURE

STORAGEENCLOSURE

REN

SH

AW

A

VE

BREESE ST.

SI

NCLA

IR

A

VE

.BERRIEN STREET

MAY

O A

VE

BERRIEN STREET

FOURTH STREET GATE

BR

O

W N

A

VE

REN

SH

AW

CREIGHTON ST.

AVE.

BERRIEN ST.

CREIGHTON ST.

B R

O W

N A

V E

BERRIEN ST.

ROW

AN

A

VE

CREIGHTON ST.

SI

NCLA

IR

MAY

O A

VE

.BERRIEN ST.

STEVENS

ARMIS

TE

AD A

VE.

CREIGHTON ST.

TRUXTON STREET

BR

O

W N

A

VE

REN

SH

AW

A

VE

W H

AR

F

- C

BL

D G

N

O

H

IT

C H

C O

C K

ST

BL

D

G

SU

B

"O

BL

D

G

BLDG. NO. 193

DAVIS AVE.

SUB "OC"

Caisson Seat Caisson Seat

BERTH NO. 20

EDGE OF WHARF

STEVENS ST.

BR

O

W N

A

VE

RENSHAW

AVE.

SINCLAIR AVE.BERRIEN ST.

DD 3

DD 4

KEY PLAN

DD 2

DD 1

NN

105106

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 109

40'10'0 20'

1. PROVIDE MECHANICAL SEALS, SEE

CABLE AND CONDUIT SCHEDULE

ON SHEET E-601.

2. REPLACE MANHOLE COVER. SEE

DETAIL ON SHEET E-501.

3. PROVIDE CONDUIT SEAL IN EACH

TERRACOTTA DUCT. SEE

TERRACOTTA DUCTBANK IN

MANHOLE SEAL DETAIL ON SHEET

E-501.

4. REPLACE TERRACOTTA DUCTBANK

WITH SPLIT CONDUIT. SEE SPLIT

CONDUIT DETAIL ON SHEET E-501.

5. EXTEND TRAFFIC LIGHT CIRCUIT AS

REQUIRED. MOUNT 3/4" RIGID

METAL CONDUIT ON TOP OF THE

FLOOD WALL.

6. PROVIDE A 4" X 4", NEMA 3R

JUNCTION BOX ON TOP OF FLOOD

WALL FOR CONDUCTORS SPLICE.

EXTEND EXISTING CIRCUIT TO

TRAFFIC LIGHT.

7. RECONNECT EXISTING

UNDERGROUND FEEDER AND

TELEPHONE CABLING TO NEW

GATE HOUSE EQUIPMENT.

EXISTING

EMH-1157

EXISTING

EMH-724 1 2

EXISTING

EMH-368 1 2

EXISTING

EMH-542 1

EXISTING

EMH-1026 1

EXISTING

EMH-1158

EXISTING

EMH-1025 32

EXISTING

EMH-1159

1 2

EXISTING

EMH-692

EXISTING

S4

S4

S4 S4 4

S4 4 4

4 4 4

EXISTING

EXISTING

EXISTING

4EX

IST

ING

S4

EX

IST

ING

4 4

4 4

S4 S4

S4 S4

S4 S4

S4 S4

S4

EXISTINGT

T

T T

T T T

T

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 110

40'10'0 20'

EXISTING

EMH-1244

EXISTING

EMH-1244S

EXISTING

EMH-257 21

4S4

S4 S4

S4 S4

S4 S4

S4 S4

S4 S4

S4

EXISTING

EMH-368S 1 2

EXISTING

EXISTINGS4

S4

S4 S4 S4

4 S4

EXISTING

S4

S4

S4

S4

S4

S4

S4

S4

S4

S4

S4

S4

S4

S4

4 4 4

EXISTING

EMH-E1515

1 2

1 2

1 2

EXISTING

4 4

4 4 4 4

EXISTING

UNDERGROUND

CONDUIT

EJA

DSN

WAS RAD WAS

12809456

EL

EC

TR

IC

AL

S

IT

E

PL

AN

AR

EA

A

RE

A

E-105

MATCH LINE STA 51+00

(SEE AREA 111 ABOVE)

51+00

52+00 53+00

54+00 55+00

MATCH LINE STA 55+60

(SEE SHEET E-107)

MATCH LINE STA 51+00

(SEE AREA 111 ABOVE)

+0

47+00

48+00 49+00

50+00 51+00

MATCH LINE STA 46+60

(SEE SHEET E-105)

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D

R Y

D O

C K

F

LO

O

TE

C

TI

O

N

IM

P R

O V

E M

E N

TS

NO

RF

OL

K

NA

VA

L

SH

IP

YA

RD

PO

RT

SM

OU

TH

, V 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

- H

AM

PT

ON

R

OA

DS

NA

VA

L

ST

AT

IO

N

NO

RF

OL

K

- N

OR

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

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

FI

LE

N

AM

E:

Q

:\N

OR

\1

-0

8\ ca dd

Ac tiv e\ _P

-6

\D

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DP

3-

0- E-

6.

dw g

L

AY

OU

T

NA

M

E:

E

LE

CT

RI

CA

L

SI

TE

P

LA

N

- A

RE

A

AR

EA

P

LO

TT

ED

: F rid ay , F eb ru ar y 2

1,

- 5 :1

9p m

U

SE

R:

tt ho m ps on

DRAWFORM REVISION: 12 APRIL 2018

WORK NOTES:

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 112

DAVIS AVENUE

C

AI

SS

O

N

MHMH

MH

MHMH

MH

MH

MH

BARGE SLIP

WHARF C

BE

R

TH

BERTH 24

PIER 3

DRYDOCK 4

BARGE SLIP

BERTH 20

SOUTHERN BRANCH

ELIZABETH RIVER

WHARF C

ES

ES

ES

DRYDOCK 4

DAVIS AVENUE

H

IT

C H

C O

C K

ST

R

EE

T

ES

ES

SOUTHERN BRANCH

OF THE

ELIZABETH RIVER

SOUTHERN BRANCH

OF THE ELIZABETH RIVER

DRYDOCK 2

B E

R

TH

BE

R

TH

ES

ES

ES

TRUXTON STREET

RENSHAW

AVENUE

BR

O

W N

A

VE

N U

E

CREIG

HTON

STREET

1-ST

BL

ES ES

ES

ES

ES

ES

ES

ES

ES

1-ST-BL

ES

ES

SINCLARE AVENUE

MAYO AVENUE

MAYO AVENUE

BERRIEN STREET

BLDG 401

ES

ES

ARMISTEAD

AVENUE

ES

BE

R

TH

ESES

ES

ES

ES

ES

ES

ES

3-ST-BR 2-ST-BR

1-ST-BL

ES

ES

ES

ES

ES

ES

ES

ES

ES

CREIGHTON STREET

CREIG

HTON STREET

1-ST-BL

RENSHAW

AVENUE

BERRIEN STREET

HUGHES STREET

STORAGE

MCKEEVER AVENUE

ES

BLDG 275

ES

ES

ES

PORTSMOUTH BOULEVARD

FOURTH STREET

BERRIEN STREET

BREESE

STREET

MAYO

AVENUE

PORTSMOUTH BOULEVARD

STIFF-LEGGEDDERRICK CRANE

M140 WEST

M140 EAST

STORAGE

TRAININGBASE

ENCLOSURE

STORAGEENCLOSURE

REN

SH

AW

A

VE

BREESE ST.

SI

NCLA

IR

A

VE

.BERRIEN STREET

MAY

O A

VE

BERRIEN STREET

FOURTH STREET GATE

BR

O

W N

A

VE

REN

SH

AW

CREIGHTON ST.

AVE.

BERRIEN ST.

CREIGHTON ST.

B R

O W

N A

V E

BERRIEN ST.

ROW

AN

A

VE

CREIGHTON ST.

SI

NCLA

IR

MAY

O A

VE

.BERRIEN ST.

STEVENS

ARMIS

TE

AD A

VE.

CREIGHTON ST.

TRUXTON STREET

BR

O

W N

A

VE

REN

SH

AW

A

VE

W H

AR

F

- C

BL

D G

N

O

H

IT

C H

C O

C K

ST

BL

D

G

SU

B

"O

BL

D

G

BLDG. NO. 193

DAVIS AVE.

SUB "OC"

Caisson Seat Caisson Seat

BERTH NO. 20

EDGE OF WHARF

STEVENS ST.

BR

O

W N

A

VE

RENSHAW

AVE.

SINCLAIR AVE.BERRIEN ST.

DD 3

DD 4

KEY PLAN

DD 2

DD 1

NN

105106

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 111

40'10'0 20'

1. PROVIDE MECHANICAL SEALS, SEE CABLE AND CONDUIT

SCHEDULE ON SHEET E-601.

2. REPLACE MANHOLE COVER. SEE DETAIL ON SHEET E-501.

3. PROVIDE CONDUIT SEAL IN EACH TERRACOTTA DUCT. SEE

TERRACOTTA DUCTBANK IN MANHOLE SEAL DETAIL ON SHEET

E-501.

4. REPLACE TERRACOTTA DUCTBANK WITH SPLIT CONDUIT. SEE

SPLIT CONDUIT DETAIL ON SHEET E-501.

EXISTING

EMH-1024 1

EXISTING

EXISTING

EMH-217 1

EXISTING

EMH-941 2

S2 S2

S4 T T

EXISTING

S4 T T

4 T T

S4 T T

T

T

T

T

T

T

T

T

EXISTING

T

EXISTING

EMH-938 2 3

T T

EXISTING

EMH-151 2 3

EXISTING

EMH-128 2

EXISTING

EMH-130 2

EXISTING

HANDHOLE 131A 1

EXISTING

EMH-149 1 2

EXISTING

T

T

EXISTING

3 T T

2 3

EXISTING TURNSTILE

EXISTING CIA FENCE

EXISTING CIA FENCE

EXISTING

EMH-1243S

EXISTING

EMH-1243

EXISTING

SUBSTATION

E4

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

S4

S4 S4

EX

IST

ING

EXISTING

EMH-213

2 3

EXISTING

T T T T

1 2

1 2

EJA

DSN

WAS RAD WAS

12809457

EL

EC

TR

IC

AL

S

IT

E

PL

AN

AR

EA

A

RE

A

E-106

40'10'0 20'

56+00 57+00 58+00 59+00 59+47

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D

R Y

D O

C K

F

LO

O

TE

C

TI

O

N

IM

P R

O V

E M

E N

TS

NO

RF

OL

K

NA

VA

L

SH

IP

YA

RD

PO

RT

SM

OU

TH

, V 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

- H

AM

PT

ON

R

OA

DS

NA

VA

L

ST

AT

IO

N

NO

RF

OL

K

- N

OR

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

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

FI

LE

N

AM

E:

Q

:\N

OR

\1

-0

8\ ca dd

Ac tiv e\ _P

-6

\D

RY

DP

3-

0- E-

7.

dw g

L

AY

OU

T

NA

M

E:

E

LE

CT

RI

CA

L

SI

TE

P

LA

N

- A

RE

A

P

LO

TT

ED

: F rid ay

, F eb ru ar y 2 1,

- 5

:2 0p m U

SE

R:

tt ho m ps on

DRAWFORM REVISION: 12 APRIL 2018

WORK NOTES:

PLAN

NORTH

SCALE: 1" = 20'

ELECTRICAL SITE PLAN - AREA 113

DAVIS AVENUE

C

AI

SS

O

N

MHMH

MH

MHMH

MH

MH

MH

BARGE SLIP

WHARF C

BE

R

TH

BERTH 24

PIER 3

DRYDOCK 4

BARGE SLIP

BERTH 20

SOUTHERN BRANCH

ELIZABETH RIVER

WHARF C

ES

ES

ES

DRYDOCK 4

DAVIS AVENUE

H

IT

C H

C O

C K

ST

R

EE

T

ES

ES

SOUTHERN BRANCH

OF THE

ELIZABETH RIVER

SOUTHERN BRANCH

OF THE ELIZABETH RIVER

DRYDOCK 2

B E

R

TH

BE

R

TH

ES

ES

ES

TRUXTON STREET

RENSHAW

AVENUE

BR

O

W N

A

VE

N U

E

CREIG

HTON

STREET

1-ST

BL

ES ES

ES

ES

ES

ES

ES

ES

ES

1-ST-BL

ES

ES

SINCLARE AVENUE

MAYO AVENUE

MAYO AVENUE

BERRIEN STREET

BLDG 401

ES

ES

ARMISTEAD

AVENUE

ES

BE

R

TH

ESES

ES

ES

ES

ES

ES

ES

3-ST-BR 2-ST-BR

1-ST-BL

ES

ES

ES

ES

ES

ES

ES

ES

ES

CREIGHTON STREET

CREIG

HTON STREET

1-ST-BL

RENSHAW

AVENUE

BERRIEN STREET

HUGHES STREET

STORAGE

MCKEEVER AVENUE

ES

BLDG 275

ES

ES

ES

PORTSMOUTH BOULEVARD

FOURTH STREET

BERRIEN STREET

BREESE

STREET

MAYO

AVENUE

PORTSMOUTH BOULEVARD

STIFF-LEGGEDDERRICK CRANE

M140 WEST

M140 EAST

STORAGE

TRAININGBASE

ENCLOSURE

STORAGEENCLOSURE

REN

SH

AW

A

VE

BREESE ST.

SI

NCLA

IR

A

VE

.BERRIEN STREET

MAY

O A

VE

BERRIEN STREET

FOURTH STREET GATE

BR

O

W N

A

VE

REN

SH

AW

CREIGHTON ST.

AV

E.

BERRIEN ST.

CREIGHTON ST.

B R

O W

N A

V E

BERRIEN ST.

ROW

AN

A

VE

CREIGHTON ST.

SI

NCLA

IR

MAY

O A

VE

.BERRIEN ST.

STEVENS

ARMIS

TE

AD A

VE.

CREIGHTON ST.

TRUXTON STREET

BR

O

W N

A

VE

REN

SH

AW

A

VE

W H

AR

F

- C

BL

D G

N

O

H

IT

C H

C O

C K

ST

BL

D

G

SU

B

"O

BL

D

G

BLDG. NO. 193

DAVIS AVE.

SUB "OC"

Caisson Seat Caisson Seat

BERTH NO. 20

EDGE OF WHARF

STEVENS ST.

BR

O

W N

A

VE

RENSHAW

AVE.

SINCLAIR AVE.BERRIEN ST.

DD 3

DD 4

KEY PLAN

DD 2

DD 1

NN

105106

40'10'0 20'

MATCH LINE STA 55+60

(SEE SHEET E-106)

ALIGNMENT END @ STA 59+47.27

(SEE SHEET E-101 FOR

ALIGNMENT START @ STA 0+00)

1. PROVIDE MECHANICAL SEALS, SEE CABLE AND CONDUIT

SCHEDULE ON SHEET E-601.

2. REPLACE MANHOLE COVER. SEE DETAIL ON SHEET E-501.

3. PROVIDE MECHANICAL SEAL AT BOTH ENDS OF CONDUIT.

EXISTING

EMH-132

EXISTING

EMH-144

1 2 EXISTING

EMH-145 1 2 EXISTING

EMH-146 1 2

EXISTING

EXISTING4

4 4

EXISTING

BUILDING

EXISTING

EXISTING

S4

4 4 4

4 4

EJA

DSN

WAS RAD WAS

12809458

EL

EC

TR

IC

AL

S

IT

E

PL

AN

AR

EA

E-107

AS NOTED

CATV CONDUIT 3

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D

R Y

D O

C K

F

LO

O

TE

C

TI

O

N

IM

P R

O V

E M

E N

TS

NO

RF

OL

K

NA

VA

L

SH

IP

YA

RD

PO

RT

SM

OU

TH

, V 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

- H

AM

PT

ON

R

OA

DS

NA

VA

L

ST

AT

IO

N

NO

RF

OL

K

- N

OR

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

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

FI

LE

N

AM

E:

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8\ ca dd

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3-

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1.

dw g

L

AY

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NA

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DP

3-

0-

E-

P

LO

TT

ED

: F rid ay

, F eb ru ar y 2 1,

- 5

:2 0p m U

SE

R:

tt ho m ps on

DRAWFORM REVISION: 12 APRIL 2018

WORK NOTES:

1. INTERLOCK RECEPTACLE FOR CAPSTAN. REFER TO SHEET E-502

FOR DETAIL.

2. EXTEND EXISTING DUCTBANK TO CAPSTAN RECEPTACLE

PEDESTAL. REFER TO SHEET E-502 FOR ADDITIONAL

INFORMATION. SPLICE PROPOSED CONDUCTORS TO EXISTING

CAPSTAN 7 CIRCUIT INSIDE EMH-1031D AND TERMINATE AT THE

RECEPTACLE.

3. PROVIDE DUCTBANK AND WIRING TO MANHOLE EMH-160. REFER

TO E-101 FOR ADDITIONAL INFORMATION. REFER TO E-101 FOR

ADDITIONAL INFORMATION.REFER TO SHEET E-502 FOR

ADDITIONAL INFORMATION. SPLICE PROPOSED CONDUCTORS TO

EXISTING CAPSTAN 8 OR CIRCUIT INSIDE EMH-160 AND

TERMINATE AT THE RECEPTACLE.

4. PROVIDE DUCTBANK AND WIRING TO MANHOLE EMH-184. REFER

TO E-101 FOR ADDITIONAL INFORMATION.REFER TO SHEET E-502

FOR ADDITIONAL INFORMATION. SPLICE PROPOSED

CONDUCTORS TO EXISTING CAPSTAN 8 OR CIRCUIT INSIDE

EMH-184 AND TERMINATE AT THE RECEPTACLE.

PLAN

NORTH

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

ELECTRICAL PLAN - CAPSTAN 7

4' 8'0 2'

PLAN

NORTH

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

ELECTRICAL PLAN - CAPSTAN 5

4' 8'0 2'

3S4

4" PVC

CONDUIT, TYP

8#6 EQUAL

SPACING

SCALE: NTS

2 WAY -2 W X 1DC5

1'-8"

1'-

1/ 2"

CAPSTAN 7

S4

CP7

3"

7 1/2"3"

#4 @ 6" O.C.

PLAN

NORTH

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

ELECTRICAL PLAN - CAPSTAN 8

4' 8'0 2'

S4 CP8

CAPSTAN 8

CAPSTAN 5

EJA

DSN

WAS RAD WAS

12809459

CA

PS

TA

N

NE

W

W

OR

K

PL

AN

S

E-401

SCALE: NTS

MANHOLE DETAIL - DEMOLITIONC1

SCALE: NTS

MANHOLE DETAILA1

MECHANICAL SEAL FOR EACH

DUCT ENTERING MANHOLES,

TYPICAL

EXISTING CONCRETE

MANHOLE

EXISTING CABLESEXISTING DUCTS

PAVEMENT AND SUBBASE

TO MATCH EXISTING,

TYPICAL

EXISTING PAVEMENT

BOLT DOWN MANHOLE COVER

CLEAN DEBRIS FROM DUCTS,

TYP DUCTS ENTERING MANHOLE

CONCRETE MANHOLE

CABLESDUCTS

REMOVE PAVEMENT AND

SUBBASE

PAVEMENT

DEMOLISH AND REMOVE RING

AND MANHOLE COVER

BOLTS

GASKET

BOLTS AND EMBEDS

RING

GASKET

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D

R Y

D O

C K

F

LO

O

TE

C

TI

O

N

IM

P R

O V

E M

E N

TS

NO

RF

OL

K

NA

VA

L

SH

IP

YA

RD

PO

RT

SM

OU

TH

, V 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

- H

AM

PT

ON

R

OA

DS

NA

VA

L

ST

AT

IO

N

NO

RF

OL

K

- N

OR

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

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

FI

LE

N

AM

E:

Q

:\N

OR

\1

-0

8\ ca dd

Ac tiv e\ _P

-6

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3-

0- E-

1.

dw g

L

AY

OU

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NA

M

E:

E

LE

CT

RI

CA

L

DE

TA

IL

S

- 1

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P

LO

TT

ED

: F rid ay

, F eb ru ar y 2 1,

- 5

:2 0p m U

SE

R:

tt ho m ps on

DRAWFORM REVISION: 12 APRIL 2018

1. PROVIDE MECHANICAL CONDUIT SEALS IN CONDUITS ENTERING MANHOLES INDICATED ON ELECTRICAL SITE PLAN SHEETS.

2. THE MECHANICAL CONDUIT SEALS MUST BE PROVIDED FOR THE CABLES INDICATED AND USEABLE BLANKS FOR FUTURE CABLES. MODULES MUST HAVE

A REMOVABLE MULTI-LAYER BLOCK SYSTEM WITH REMOVABLE CENTER CORES IN ORDER TO FIELD ADAPT TO THE CABLES PROVIDED. DO NOT PROVIDE

SOLID BLANK BLOCKS.

3. THE METAL MATERIAL AND HARDWARE MUST BE 316 STAINLESS STEEL. THE BLOCKS MUST BE RESISTANT TO BRACKISH WATER.

4. EACH SEAL MUST BE RATED FOR THE WATER PRESSURE FROM ELEVATION +106 TO THE INSTALLED HEIGHT OF THE MECHANICAL CONDUIT SEAL FOR A

WATERTIGHT SEAL.

SCALE: NTS

MECHANICAL CONDUIT SEALSC3

STAINLESS STEEL HARDWARE, TYPICAL

MODULE WITH

REMOVABLE BLANK, TYPICAL

MULTILAYER

SYSTEM,

TYPICAL

REMOVABLE CENTER

CORE, TYPICAL

EXPANDABLE MATERIAL, TYPICAL

STAINLESS STEEL

FRAME, TYPICAL

SCALE: NTS

SPLIT CONDUIT DETAILB4

TAPE JOINT, TYP

10'-0"5'-0"

1. CONTRACTOR TO EXCAVATE A SECTION OF EXISTING DUCTBANK TO EXTENT OF PAVEMENT DEMOLITION AND REPLACE IT WITH SCHEDULE 40 PVC SPLIT CONDUIT. CONTRACTOR SHALL USE CAUTION NOT TO DAMAGE EXISTING WIRE WHILE EXCAVATING.

2. PROPOSED CONDUITS ARE NOT TO EXCEED 40% FULL.

3. ALL JOINTS ON PROPOSED CONDUITS SHALL BE SEALED AND TAPED TO PREVENT WATER LEAKAGE.

4. FILL THE INTERSTITIAL SPACE WITH ELECTRICAL CONDUIT SEALING COMPOUND.

5. PROVIDE CONDUIT SUPPORT AND FILL THE VOID WITH FLOWABLE FILL EXTENDING MINIMUM OF 4" IN ALL DIRECTIONS.

STRAPS MUST BE INSTALLED NO

MORE THAN 1'-0" FROM JOINT, TYP

3" (MINIMUM) SCHEDULE 40 PVC CONDUIT, TYP.

CABLE, TYP

1'-0"

6" CONDUIT SEALING

COMPOUND (TYP)

EXISTING TERRACOTTA

DUCTBANK

SCALE: NTS

TERRACOTTA DUCTBANK IN MANHOLE SEAL DETAILA3

1. PREPARE MANHOLE WALL SURFACE AROUND EXISTING TERRACOTTA DUCTBANK PROVIDING A LEVELED SURFACE FOR A WATER TIGHT SEAL USING MANUFACTURER GASKET AND FOLLOWING MANUFACTURER'S INSTRUCTIONS. ATTACH ASSEMBLY BY MEANS OF STAINLESS STEEL HEAVY-DUTY ANCHORS.

2. PROVIDE A MECHANICAL CONDUIT SEAL DESIGNED FOR RETROFIT APPLICATION AND SIZED TO MATCH EXISTING TERRACOTTA DUCTBANK SIZE. PROVIDE

SEAL INSERTS AND/OR BLANK FILLERS IN QUANTITIES AND SIZES TO MATCH THE DUCTBANK.

3. FIELD MODIFY SEAL INSERTS AND COMPLETE INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SECTION 33 71 02.

EJA

DSN

WAS RAD WAS

12809460

EL

EC

TR

IC

AL

D

ET

AI

LS

OF

E-501

FOR

CAPSTAN

POWER

ONLY

CAST ALUMINUM, 70A, 3

POLE, 480V CIRCUIT

BREAKER INTERLOCKED

RECEPTACLE, NEMA 4X

ENCLOSURE WITH

GASKETS. REFER TO

SECTION 26 20 00 FOR

ADDITIONAL

INFORMATION.

2" RSC

EXISTING GRADE

A1 E-502

4'- 6"

M

AX

IM

UM

2'- 8"

CAP SPARE

CONDUIT

1'-4"

AS

R

EQ

UI

RE

D

6"

CONCRETE FOOTING

1" CROWN

GALVANIZED STEEL

UNISTRUT AND

GALVANIZED STEEL

HARDWARE, TYP.

GALVANIZED STEEL

HARDWARE: BOLT,

NUT, FLAT WASHERS,

AND LOCKWASHERS

4"Ø x LENGTH AS

REQUIRED

SCHEDULE 40 STEEL

PIPE FILLED WITH

CONCRETE. PRIME

AND PAINT SAFETY

YELLOW, TYP.

1" CONCRETE

CROWN, TYP.2'-6"

FOR

CAPSTAN

POWER

ONLY

2" HIGH LETTER,

WHITE (TYP.)

BLUE BACKGROUND

1 1/2" HIGH LETTER,

BLACK (TYP.)

10"x16"x1/8" THK.

GALVANIZED STEEL PLATE

SIGN WITH VINYL LETTERS

WHITE BACKGROUND

10"

CIRCUIT BREAKER

INTERLOCKED

RECEPTACLE

DUCTBANK

CONDUIT,

TYPICAL

CONCRETE FOOTING, TYP. (NOT NEEDED

IF MOUNTING TO FLOOD WALL)

CIRCUIT BREAKER

INTERLOCKED

RECEPTACLE

DUCTBANK

CONDUIT,

TYPICAL

FACE OF FLOOD WALL

FOR

CAPSTAN

POWER

ONLY

CAST ALUMINUM, 70A, 3

POLE, 480V CIRCUIT

BREAKER

INTERLOCKED

RECEPTACLE, NEMA 4X

ENCLOSURE WITH

GASKETS. REFER TO

SECTION 26 20 00 FOR

ADDITIONAL

INFORMATION.

2" RSC

EXISTING GRADE

A1 E-502

4'- 6"

M

AX

IM

UM

2'- 8"

CAP SPARE CONDUIT

GALVANIZED STEEL UNISTRUT

AND GALVANIZED STEEL

HARDWARE, TYP.

GALVANIZED STEEL HARDWARE:

BOLT, NUT, FLAT WASHERS, AND

LOCKWASHERS

2'-6"

TOP OF FLOOD

WALL

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D

R Y

D O

C K

F

LO

O

TE

C

TI

O

N

IM

P R

O V

E M

E N

TS

NO

RF

OL

K

NA

VA

L

SH

IP

YA

RD

PO

RT

SM

OU

TH

, V 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

- H

AM

PT

ON

R

OA

DS

NA

VA

L

ST

AT

IO

N

NO

RF

OL

K

- N

OR

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

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

FI

LE

N

AM

E:

Q

:\N

OR

\1

-0

8\ ca dd

Ac tiv e\ _P

-6

\D

RY

DP

3-

0- E-

2.

dw g

L

AY

OU

T

NA

M

E:

E

LE

CT

RI

CA

L

DE

TA

IL

S

- 2

O F

P

LO

TT

ED

: F rid ay

, F eb ru ar y 2 1,

- 5

:2 0p m U

SE

R:

tt ho m ps on

DRAWFORM REVISION: 12 APRIL 2018

SCALE: NTS

SIGNAGE DETAILA1 SCALE: NTS

FREE STANDING INTERLOCK RECEPTACLE ELEVATIONA4

FREE STANDING INTERLOCK RECEPTACLE - PLANC1

EJA

DSN

WAS RAD WAS

12809461

EL

EC

TR

IC

AL

D

ET

AI

LS

OF

E-502

AS NOTED

SCALE: NTS

FLOOD WALL MOUNTED INTERLOCK RECEPTACLE - PLANB1

FLOOD WALL MOUNTED INTERLOCK RECEPTACLE - ELEVATIONA2

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D

R Y

D O

C K

F

LO

O

TE

C

TI

O

N

IM

P R

O V

E M

E N

TS

NO

RF

OL

K

NA

VA

L

SH

IP

YA

RD

PO

RT

SM

OU

TH

, V 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

- H

AM

PT

ON

R

OA

DS

NA

VA

L

ST

AT

IO

N

NO

RF

OL

K

- N

OR

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

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

FI

LE

N

AM

E:

Q

:\N

OR

\1

-0

8\ ca dd

Ac tiv e\ _P

-6

\D

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DP

3-

0- E-

3.

dw g

L

AY

OU

T

NA

M

E:

E

LE

CT

RI

CA

L

DE

TA

IL

S

- 3

O F

P

LO

TT

ED

: F rid ay

, F eb ru ar y 2 1,

- 5

:2 0p m U

SE

R:

tt ho m ps on

DRAWFORM REVISION: 12 APRIL 2018

GENERAL NOTES:

1. VERIFY EXACT CABLE SIZE, TYPE AND QUANTITIES PRIOR TO

COMMENCING WORK.

2. PROVIDE CABLE TAGS TO FACILITATE CABLE INSTALLATION AFTER

EMH160 REPLACEMENT.

3. COORDINATE ALL SERVICE OUTAGES WITH THE GOVERNMENT.

DEMOLITION NOTES:

1. CUT AND CAP POWER CONDUCTOR(S).

2. PULL POWER CONDUCTOR(S) BACK AND COIL INSIDE EMH158.

3. PULL POWER CONDUCTOR(S) BACK AND COIL INSIDE EMH164.

4. PULL FIBER OPTIC CABLE(S) BACK AND COIL INSIDE EMH158.

5. REMOVE POWER CONDUCTORS BACK TO CAPSTAN 5.

6. REMOVE POWER CONDUCTOR(S) BACK TO EMH158. CUT AND

CAP INSIDE EMH158.

EM

H1

SCALE: NTS

EMH160 REPLACEMENT CABLE DIAGRAM - DEMOLITIONA1

EM

H1

206 3

202 6

201 5

204 3

209 3

202 6

206 3

203 4

203 204 209

EM

H1

202 6

NEW WORK NOTES:

1. REPULL POWER CONDUCTOR(S) INTO NEW EMH160.

2. PROVIDE POWER CONDUCTORS FROM NEW EMH160 TO NEW

CAPSTAN 5 RECEPTACLE.

3. SPLICE POWER CONDUCTOR(S).

SCALE: NTS

EMH160 REPLACEMENT CABLE DIAGRAM - NEW WORKB3

EX

IS

TI

NG

E M

H1

NE

W

E M

H1

EX

IS

TI

NG

E M

H1

3 TYP

EJA

DSN

WAS RAD WAS

12809462

EL

EC

TR

IC

AL

D

ET

AI

LS

OF

E-503

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW

S Y

M D

E S

C R

IP

TI

O N

D A

TE

A

P P

R

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

P -6

D

R Y

D O

C K

F

LO

O

TE

C

TI

O

N

IM

P R

O V

E M

E N

TS

NO

RF

OL

K

NA

VA

L

SH

IP

YA

RD

PO

RT

SM

OU

TH

, V 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

- H

AM

PT

ON

R

OA

DS

NA

VA

L

ST

AT

IO

N

NO

RF

OL

K

- N

OR

FO

LK

CHIEF ENG/ARCH

FIRE PROTECTION

D E

P A

R

TM

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

FI

LE

N

AM

E:

Q

:\N

OR

\1

-0

8\ ca dd

Ac tiv e\ _P

-6

\D

RY

DP

3-

0- E-

1.

dw g

L

AY

OU

T

NA

M

E:

C

AB

LE

A

ND

C

ON

DU

IT

S

CH

ED

UL

E

- S

HE

ET

O

F

P

LO

TT

ED

: F rid ay , F eb ru ar y 2

1,

- 5 :2

0p m

U

SE

R:

tt ho m ps on

DRAWFORM REVISION: 12 APRIL 2018

FEEDER

NO. DESCRIPTION REMARKSCONDUIT SIZE

2 CONDUIT WITH EXISTING CABLES

S4

S3

S2

T

CP7

2"

CONDUIT WITH EXISTING CABLES 3"

CONDUIT WITH EXISTING CABLES 4"

EMPTY CONDUIT 4"

EMPTY CONDUIT 3"

EMPTY CONDUIT 2"

TERRACOTTA DUCTBANK 4" SQUARE

4-#1/0 THHN (CAPSTAN 7) 4"

4"

MEDIUM VOLTAGE CONDUCTOR

FIBER OPTIC CABLE

4-#8 THHN

1-#6 THHN

1-#4 THHN

3-#8 THHN, 3-#10 THHN

2-#4 THHN

2-#12 THHN

3-#8 THHN

3-#10 THHN

4 CONDUCTORS, UNIDENTIFIED

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4-#1/0 THHN (CAPSTAN 5)

CP8 4-#1/0 THHN (CAPSTAN 8) 4"

EJA

DSN

WAS RAD WAS

12809463

CA

BL

E

AN

D

CO

ND

UI

T

SC

HE

DU

LE

E-601

AS NOTED

GENERAL NOTES:

1. PROVIDE MECHANICAL SEAL FRAME TO MATCH CONDUIT SIZE WITH

SEALING MODULES TO MATCH EXISTING CABLES DIAMETER, SEE

DETAILS ON SHEET E-501. INSTALL SEAL PER MANUFACTURER'S

DIRECTIONS.

2. PROVIDE MECHANICAL SEAL FRAME TO MATCH CONDUIT SIZE WITH

FOUR SEALING MODULES WITH CORE. SEE DETAILS ON SHEET E-501

3. PROVIDE SURFACE MOUNTED MECHANICAL SEAL ASSEMBLY

MATCHING TERRACOTTA DUCTBANK IN SIZE AND DUCT QUANTITIES,

SEE DETAILS ON SHEET E-501. PROVIDE SEALING MODULES

MATCHING EXISTING CABLE DIAMETER. PROVIDE SEALING MODULES

WITH CORE FOR EMPTY DUCTS. INSTALL PER MANUFACTURER'S

DIRECTIONS.

CP31 4-#1/0 & 1#6 RHW 4"

1 CONDUIT WITH EXISTING CABLES 1" NOTE 1

5 CONDUIT WITH EXISTING CABLES 5" NOTE 1

S5 EMPTY CONDUIT 5" NOTE 2

NOTE 1

NOTE 1

NOTE 1

NOTE 2

NOTE 2

NOTE 2

NOTE 3

NOTE 1

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