1605706_dwgs_12of13.pdf

600-103

ROOM

ELECTRICAL

600-102

ROOM

CHEMICAL

600-101

ROOM

TELCOM/DATA

N A

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B L

IC

W O

R K

S

D E

P A

R T

M E

N T

A

R L E

N

R L

C

L

C K

N E

W

J E

R S

Y

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

R

P

A

IR

B

Y R

E P

L A

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M E

N T S

N A

V

A P

O

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IO

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J E

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1605706

P A

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F

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V Y

A

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1 2 3 4 5

1 2 3 4 5

A

B

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D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

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UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

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AZ

ML

RGCDCN ALP

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0600-E-101

C H

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A L B

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IL

D

IN

G

1/2"=1'-0"

POWER PLAN

1/2"=1'-0"

MCC-1

LP-1

UPS

W E

R P

L A

N

N

GENERAL SHEET NOTES

SHEET KEYNOTES

G G

GG

G

2 (TYP)

WP

GFCI

WP

GFCI

WP

GFCI

WP

WP

GFCI

A3

0900-E-805

1 (TYP)

(2)

(2)

(2)

(2)

(2) (2)

(2)

(2)

(2)

AC-01

AC-02

W

M M

EF-03

M S

WP

(4)

(4)

WP

MS

WP

(4)

LCP-13-1-8

FEED PUMP SKID

SODIUM HYDROXIDE

WIT-13-2

T-13-2

STORAGE TANK

SODIUM HYDROXIDE

LSH-13-1 LSH-12-1

(4)

WP

(4)

M

GWH1 SSH-1

WP

(4)

(4)

M S

EF-02

TANK, T-12-2

PACL STORAGE

WIT-12-2

LCP-12-1-8

PUMP SKID 1

PACL FEED

LCP-12-1-9

PUMP SKID 2

PACL FEED

ACP-01 ACP03-SBR

DWG 0610-E-101

FOR CONT SEE

GROUND RING

TO BLOWERS

LP-1A

LP-UPS-1

GROUND

UFER

096 134

AC-05

MAU-01

HCP-02

[P2].

RECEPTACLES TO BE POWERED FORM LP-1 WITH 7.

UNFINISHED AREA.

TELECOM/DATA ROOM ARE CONSIDERED A DRY

THE AREAS OF THE ELECTRICAL ROOM AND 6.

CONSIDERED A DAMP LOCATION.

THE AREA OF THE CHEMICAL ROOM IS 5.

MORE THAN 10FT.

BUILDING PERIMETER NOT LESS THAN 3 FT NO

BELOW FINISH GRADE AND EXTEND BEYOND THE

INSTALL GROUND RING AT LEAST 30 INCHES 4.

SEE CABLE BLOCK DIAGRAM ON DWG 0600-E-701.

FOR CONDUIT AND CONDUCTOR REQUIREMENT 3.

INSTRUMENTATION EQUIPMENT TAG NUMBERS.

0000-DI002 FOR DESCRIPTION OF PROCESS &

AND INSTRUMENTATION LEGENDS 0000-DI001 &

SEE PROCESS MECHANICAL LEGEND 0000-D-001 2.

NOTES.

FOR SYMBOLS, ABBREVIATIONS AND GENERAL

SEE ELECTRICAL LEGEND 0000-E-001 & 0000-E-002 1.

RACK

SERVER

SCADA

HT-6

TRACE

HEAT

ACP03A-SBR2

FUTURE

ACP03A-SBR3

FUTURE

(TYP)

DWG 0100-ES-101

CONTINUATION SEE

DUCT BANK FOR

CONCRETE ENCASED

(TYP)

LP-1C

FUTURE

LP-1B

FUTURE

FUTURE MCC

12795387

C2

0900-S-805

(TYP)

PAD

HOUSEKEEPING

HANDSET

Y410 TELEPHONE

WALL MOUNT

0 2 4 6

1/2"=1'-0"

TEMINAL BOARD

4' TELEPHONE

SPD

SPD

SPD

SYSTEM

TO LP

SYSTEM

TO LP

DWG 0610-E-101

FOR CONTINUATION SEE

TO BLOWERS GROUND RING

10 10

AND CAP 6 FEET BEYOND EXTERIOR WALL.

STRINGS FROM FUTURE ACP03A AND STUB OUT

PROVIDE 16 - 1" EMPTY CONDUIT WITH PULL 10.

AND CAP 6 FEET BEYOND EXTERIOR WALL.

STRINGS FROM LIGHTING PANEL AND STUB OUT

PROVIDE 8 - 1" EMPTYR CONDUITS WITH PULL 9.

WALL.

STUB OUT AND CAP 6 FEET BEYOND EXTERIOR

STRINGS FROM EACH FUTURE MCC SECTION AND

PROVIDE 8 - 1" EMPTY CONDUITS WITH PULL 8.

C1/0900-E-802 FOR ALL WALL PENETRATIONS.

1 HOUR FIRE RATED WALL. PROVIDE DETAL 7.

BOND TO DB GROUND.6.

GROUND BUS BAR, SEE DETAIL C1/0900-E-806.5.

NOT USED.4.

250.52(A)(3)(2), CONCRETE ENCASED ELECTRODE.

SHALL MEET ALL REQUIREMENTS OF NEC

CONDUCTOR IN BUILDING FOOTING. INSTALLATION

STRANDED BARE TIN-PLATED COPPER

INSTALL A MINIMUM OF 20FT OF #4/0 AWG 3.

BOND TO REINFORCING STEEL.2.

#4/0 AWG STRANDED BARE TIN-PLATED COPPER.1.

WORKSTATION

HMI THIN

AD-01

AUTODIALER

R E

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SL

OHCIN .C DI

V

A D

DIGITALLY SIGNED

STATE OF

No 60201

600-103

ELECTRICAL

600-102

ROOM

CHEMICAL

600-101

TELECOM/DATA

V A

L F

A C

IL

IT

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N G

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M A

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C K

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J E

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T E

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A T

M E

N T P

L A

P

A

IR

B

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N A

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A P

O

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C O

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C K

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J E

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A

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C

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1 2 3 4 5

1 2 3 4 5

A

B

C

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

RGCDCN CLH

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A1 A1 A1 A1

X1

X1X1

EX

EX

EX

B1

B1 B1 B1 B1

X1

EX

EX EX

OC

LIGHTING PLAN

GENERAL NOTES

M2

M2

M2

SWITCH OF THE ROOM IT SERVICES.

BE POWERED FROM THE LINE SIDE OF THE LIGHT

EMERGENCY LIGHT FIXTURES AND EXIT LIGHTS TO 2.

[P2].

PROVIDE LIGHTING CIRCUIT FROM PANEL LP1 WITH 1.

(12) a b bbbb (12) (12) (12)

3a 3b

(12)

(12) a (12)

(12)

(12)

(12)

M

(14)a c c c c (14)(14)(14)(14)

(14) (14)

(14) a a (14)

(14)

(14)

(12)

(12)

097 134

12795388 a c

R E

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NI

G

NE LANOI

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ADIROL

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ESNECIL

N O

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OHCIN .C DI

V

A D

DIGITALLY SIGNED

V A

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A C

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IE

S E

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O M

M A

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ID

-A

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P U

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P A

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M E

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N

R L

L

C K

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J E

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T E

W A

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R E

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M E

N T P

L A

P

A

IR

B

Y R

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L A

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N T S

N A

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A P

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C O

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P A

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M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

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M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

O T D

A T

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P L

O T T

IM

E

-A

P R -2

:3

F

IL

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A M

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B L

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.d g n

E L E

C T

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0600-E-103

C H

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SHEET KEYNOTES

GENERAL SHEET NOTES

LIGHTNING PROTECTION PLAN

3 (TYP)

L P

L

PL

P

L P

LP LP

LPLP

2 (TYP)

RING

TO GROUND

RING

TO GROUND

LPLP

WITH GROUND TERMINALS.

HORIZONTALLY OR DOWNWARD TO CONNECTIONS

TWO-WAY PATH FROM EACH AIR TERMINAL

TERMINALS ON ROOF AND SHALL FORM A

CONDUCTORS SHALL INTERCONNECT ALL AIR 14.

NFPA 780, CURRENT EDITION AND UFC 3-575-01.

SHOWN HERE SHALL MEET THE REQUIREMENTS OF

THE DESIGN LAYOUT AND INSTALLATION DETAILS 13.

FORM LPO176.

RECEIVE SYSTEM CERTIFICATION SUBMITTAL

INSTALLER THE COMPLETED INSTALLATION WILL

SUPERVISION OF AN LPI CERTIFIED MASTER

INSTALLATION SHALL BE MADE BY OR UNDER THE

PROTECTION INSTITUTE STANDARD 175 THE

COMPLY IN ALL RESPECTS TO LIGHTNING

THE LIGHTNING PROTECTION INSTALLATION SHALL 12.

LABELED LIGHTNING PROTECTION SYSTEMS.

LABORATORIES STANDARD 96A FOR MASTER

REQUIREMENTS OF UNDERWRITERS'

THE LAYOUT AND INSTALLATION SHALL MEET THE 11.

WITH THE APPEARANCE OF THE BUILDING.

MANNER SO THAT ALL COMPONENTS WILL LEND IN

INSTALLED IN A NEAT AND INCONSPICUOUS

THE LIGHTNING PROTECTION SYSTEM SHALL 10.

SPACING.

BE FASTENED NOT MORE THAN 3'-0" MAXIMUM

ALL LIGHTNING PROTECTION CONDUCTORS SHALL 9.

HAVE A BEND RADIUM OF LESS THAN8".

INCLUDED ANGLE OF LESS THAN 90" NOR SHALL

NO BEND OF CONDUCTOR SHALL FORM A FINAL 8.

CONDUCTOR SYSTEM.

INTERCONNECTED TO THE LIGHTNING

OF BONDED METAL BODY SHALL BE

SITUATED WITH 6'-0" OF A LIGHTNING CONDUCTOR

INSULATION VENTS, LOUVERS AND DOOR FRAMES

STOPS, ROOF DRAINS, SOIL PIPE VENTS,

THE ROOF SUCH AS METAL FLASHING, GRAVEL

METAL BODIES OF INDUCTANCE LOCATED ABOUT 7.

CONDUCTORS SHALL NOT EXCEED 100 FEET.

THE AVERAGE DISTANCE BETWEEN DOWN 6.

WITHIN 2'-0" OF OUTSIDE EDGE.

AROUND THE ROOF PERIMETER AND RIDGE, AND

INTERMEDIATELY ON 20'-0" MAXIMUM SPACING

UNPROTECTED OUTSIDE CORNERS AND LOCATED

AIR TERMINALS (10") SHALL BE PLACED AT ALL 5.

SURFACES OF ALUMINUM.

SHALL NOT BE INSTALLED ON OR IN CONTACT WITH

CONDUCTORS SHALL BE COPPER COMPONENTS

COMPATIBLE MATERIALS REQUIREMENTS DOWN.

MADE FROM ALUMINUM TO MEET THE UL 96A

LPS CONDUCTOR AND AIR TERMINALS SHALL BE 4.

STRUCTURE ITSELF.

EXCEPT AS NECESSARY TO PROTECT THE

PORTION OF THE STRUCTURE AS A CONDUCTOR,

USED AS A DOWN CONDUCTORS OR USE ANY

NO PART OF THE FACILITY STRUCTURE SHALL BE 3.

LABEL CERTIFIED.

FURNISH AND INSTALL A LPS THAT IS UL95 MASTER

ENGINEER. CONTRACTOR RESPONSIBLE TO

BY A LICENSED LIGHTNING PROTECTION

IDENTIFIED IN THE SPECIFICATIONS AND SEALED

DESIGN THAT MEETS THE REQUIREMENTS

ELECTRICAL CONTRACTOR SHALL PROVIDE A

SYSTEM (LPS) IS SHOWN ON THIS DRAWING.

THE INTENT OF THE LIGHTNING PROTECTION 2.

NOTES.

-002 FOR SYMBOLS, ABBREVIATIONS AND GENERA

SEE ELECTRICAL LEGEND 0000-E-001 AND 0000-E1.

098 134

12795389

MOUNTING.

SEE DETAIL A5/0900-E-801 FOR AIR TERMINAL 3.

#2/0 BARE ALUMINUM CONDUCTOR.2.

SEE DETAIL A3/0900-E-801.

LONGER IN CONTACT WITH A DISSIMILAR METAL.

ONCE LOOPED AROUND GUTTER OR EVE AND NO

ROOF SYSTEM SHALL TRANSITION TO COPPER

DWG 0600-E-101. ALUMINUM CONDUCTOR FROM

REQUIRED BY NFPA 780 FOR CONTINUATION SEE

PROTECTED NEAR THE GROUND LEVEL AS

GROUND RING. CONDUCTORS SHALL BE

DOWN SPOUTS AND TERMINATED AT THE FACILITY

THE WALL AT REVEALS WITH METAL SIDING OR

DOWN CONDUCTORS ROUTED DOWN THE FACE OF 1.

R E

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NI

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DIGITALLY SIGNED

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O M

M A

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A

B

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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IL

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A N

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A T E

A P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

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O T D

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0600-E-701

NTS

SCALE: NTS

CABLE BLOCK DIAGRAM

[P

A

SHEET KEYNOTES

DISCONNECT SWITCH.

60A, 3-POLE NEMA 4X STAINLESS STEEL 1.

A C -0

[P

A

A C -0

1 1

[P

C H

E M

IC

A L B

U

IL

D

IN

G

M

E F -0

MS

[P

M

E F -0

MS

[P

G W

H -1

[P

M

M A

U -1

[P

S S

H -1

[P

[C

LCP-13-1-8

[A

[C

[P

LCP-12-1-9

[A

[C

LCP-12-1-8

[P

ACP03-SBR

[A

[C

L S

H -1

-1

[P

[A

W

IT

-1

-2

[P

[A

W

IT

-1

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LP-UPS-1

ACP01

[C

[P

[P

[P

[P

[P

T H

IN

C

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P H

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[P

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HCP-02

MS

[C

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A

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OHCIN .C DI

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DIGITALLY SIGNED

V A

L F

A C

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IT

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N G

IN

E E

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IN

G C

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M A

N D M

ID

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L A

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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.

N A

V

C

IL

IT

G

IN

E E

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M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

O T D

A T

E

P L

O T T

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E

-A

P R -2

:3

F

IL

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A M

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B L

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-1

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.d g n

E

C T

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A L

0610-E-101

POWER PLAN

N

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

1/2"=1'-0"

GG G

G G

SHEET KEYNOTES

GENERAL SHEET NOTES

A3

0900-E-805 1 (TYP)

2 (TYP)

MMMM

CS J

HS-11-1-1

NO. 1, BLR-11-1-1

SBR BLOWER

NO. 2, BLR-11-1-2

SBR BLOWER

PSH-11-1-1

TSH/MSH-11-1-1

CS J CS J CS J

PSH-11-1-2

TSH/MSH-11-1-2

PSH-11-2-1 PSH-11-3-1

HS-11-1-2 HS-11-2-1 HS-11-3-1

TSH/MSH-11-2-1

BLR-11-2-1

EQ BLOWER NO. 3,

SBR EFFLUENT

TSH/MSH-11-3-1

DWG 0600-E-101

CONTINUATION SEE

GROUND RING FOR

TO CHEMICAL BUILDING

DWG 0600-E-101

CONTINUATION SEE

GROUND RING FOR

TO CHEMICAL BUILDING

BLR-11-3-1

BLOWER NO. 1

INFLUENT EQ TANK

FCV-517

FCV-527

B L

O W

E R

S P

A D P

O W

E R P

L A

N

MORE THAN 10 FT.

THE BUILDING PERIMETER NOT LESS THAN 3 FT. NO

BELOW FINISHED GRADE AND EXTEND BEYOND

INSTALL GROUND RING AT LEAST 30 INCHES 4.

SEE CABLE BLOCK DIAGRAM ON DWG 0610-E-701.

FOR CONDUIT AND CONDUCTOR REQUIREMENTS 3.

INSTRUMENTATION EQUIPMENT TAG NUMBERS.

0000-DI002 FOR DESCRIPTION OF PROCESS &

AND INSTRUMENTATION LEGENDS 0000-DI001 AND

SEE PROCESS MECHANICAL LEGEND 0000-E-001 2.

GENERA NOTES.

0000-E-002 FOR SYMBOLS, ABBREVIATIONS AND

SEE ELECTRICAL LEGEND 0000-E-001 AND 1.

100 134

12795391

BOND TO REINFORCING STEEL.2.

#4/0 AWG STRANDED BARE TIN-PLATED COPPER.1.

R E

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SL

OHCIN .C DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

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IF

IE

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UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

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APRIL 2020

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O T D

A T

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O T T

IM

E

-A

P R -2

:3

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E N

A M

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B L

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C A

B L E B

L O

C K D

IA

G R

A M

E L E

C T

R

IC

A L

0610-E-701

NTS

SCALE: NTS

CABLE BLOCK DIAGRAM

B L

O W

E R

S

MCC-1

CS

J

M

[C

[P

[C

[C

[C

P S

H -1

-1 -1

H S -1

-1 -1

T S

H /M

S H -1

-1 -1

N O

B L

R -1

-1 -1

S B

R B

L O

W E

R

CS

J

M [C

[P

[C

[C

[C

P S

H -1

-2 -1

H S -1

-2 -1

T S

H /M

S H -1

-2 -1

B L

R -1

-2 -1

E Q B

L O

W E

R N

O

S B

R E

F F

L U

E N

T

CS

J

M

[C

[P

[C

[C

[C

P S

H -1

-3 -1

H S -1

-3 -1

T S

H /M

S H -1

-3 -1

B L

R -1

-3 -1

B L

O W

IN

F

L U

E N

T E

Q

CS

J

M

[C

[P

[C

[C

[C

P S

H -1

-1 -2

H S -1

-1 -2

T S

H /M

S H -1

-2 -1

N O

B L

R -1

-1 -2

S B

R B

L O

W E

R

ACP03-SBR

[C

[C

LP-1A

[C

[P

F C

V -5

[C

[P

F C

V -5

101 134

12795392

[P

[P

[P

[P

[P

R E

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S S

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O R

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N O

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OHCIN .C DI

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A D

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V A

L F

A C

IL

IT

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S E

N G

IN

E E

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IN

G C

O M

M A

N D M

ID

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A N

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IC

P U

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P A

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M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

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R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

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E

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

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IF

IE

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UNCLASSIFIED

ARLINGTON,VA 22201

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APRIL 2020

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A T

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F

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A M

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B L

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.d g

0650-E-101

SHEET KEYNOTES

AS NOTED

P L

A N

S B

R

E L E

C T

R

IC

A L

N

POWER PLAN

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

70 (NEC) REQUIREMENTS.

MATERIALS IN HAZARDOUS LOCATIONS PER NFPA

PROVIDE SUITABLE WIRING METHODS AND

HAZARDOUS LOCATION AS FOLLOWS:

AREA OF THE SBR SYSTEM IS CLASSIFIED AS A

PER NFPA 820, TABLE 5.2.2, ROWS 4c, 6c AND 8, THE 5.

NO MORE THAN 10 FT.

THE STRUCTURE PERIMETER NOT LESS THAN 3 FT

BELOW FINISHED GRADE AND EXTEND BEYOND

INSTALL GROUND RING AT LEAST 30 INCHES 4.

SEE CABLE BLOCK DIAGRAM ON DWG 0650-E-701.

FOR CONDUIT AND CONDUCTOR REQUIREMENT 3.

INSTRUMENTATION EQUIPMENT TAG NUMBERS.

0000-DI002 FOR DESCRIPTION OF PROCESS AND

AND INSTRUMENTATION LEGEND 0000-DI001 &

SEE PROCESS MECHANICAL LEGEND 0000-D-001 2.

NOTES.

FOR SYMBOLS, ABBREVIATIONS AND GENERAL

SEE ELECTRICAL LEGEND 0000-E-001 & 0000-E-002 1.

UNCLASSIFIED.

THE AREA BEYOND THE ENVELOPE IS b.

CONSIDERED A CLASS I, DIVISION 2 LOCATION.

EQUIPMENT AND OPEN CHANNELS IS

THE AREA WITHIN A 10FT ENVELOPE AROUND a.

SHEET KEYNOTES

(TYP)

1 (TYP)

G

G

G

G

G

G

G G

A1

0900-E-807

M

M

M M

LSH-421

AIT/AE-423

LIT-422

V-913

M

M

LSH-411

P-610

PUMP NO. 1

SLUDGE

WASTE

TSH/XSH-610

LSH-911

TSH/XSH-620

P-620

PUMP NO. 2

SLUDGE

WASTE

(TYP)

LE-4-2

LE-412

AE-413

(TYP)

LSH/LEL-4-5

AE-4-5

LSH-621

LIT-620

FCV-4-4

FE-4-6

J J

J J

J

J

J

J

TJB-610

TJB-620

LE-912

J

J

J

J

MINICAS-620

MINICAS-4-1-2

FIT-4-6

LIT-422

AIT-423

AIT-5-5 AIT-411

LIT-412

LIT-312

LIT-912

MINICAS-4-1-1

MINICAS-610

CS CS CS CS CS CS

(TYP)

TJB-SPD-1

TJB-SPD-2

ZCV-411

ZCV-421

ZCV-420

ZCV-410

102 134

HT-5

HEAT TRACE

HT-3

HEAT TRACE

HT-4

HEAT TRACE

HEAT TRACE HT-1

HT-2

HEAT TRACE

P2 32 a

P2 32 a

A4

0900-E-812

(TYP)

P232 a

P2 a awp

(TYP)

12795393

LIT-4-2

TSH/XSH-4-9-2

PMP-4-9-2

PUMP NO. 2

SBR SLUDGE

PMP-4-9-1

PUMP NO. 1

SBR SLUDGE

TSH/XSH-4-9-1

TJB-4-1-2

TJB-4-1-1

PMP-4-1-2

PUMP NO. 2

SBR INFLUENT

TSH/XSH-4-1-2

LSH/LSL-4-2

TSH/XSH-4-1-1

PMP-4-1-1

PUMP NO. 1

SBR INFLUENT

CONTROLLED BY SWITCH 'a' AT BASE OF STAIRS.

LIGHTING PANEL LP-1 WITH [P15]. LIGHTS

TYPE P1 AND P2 POLE LIGHTS POWERED FROM 6.

OUTSIDE TOP HAZARDOUS AREA.

TRANSMITTERS MOUNTED ON TOP OF PLATFORM 5.

HAZARDOUS AREA.

MOUNTED ON TOP OF PLATFORM OUTSIDE

AND SBR SLUDGE PUMPS DISCONNECT SWITCHES

SBR INFLUENT PUMPS, WASTE SLUDGE PUMPS, 4.

OUTSIDE OF HAZARDOUS AREA.

STATIONS A MINIMUM 10 FT FROM TANK WALL,

MOUNT DISCONNECT SWITCHES AND CONTROL 3.

BOND TO REINFORCING STEEL.2.

#4/0 AWG STRANDED BARE TIN-PLATED COPPER.1.

0 4 8 12

1/4"=1'-0"

A1

0900-E-805

(TYP)

A1

0900-E-803

(TYP)

PUMP NO. 2

DISCHARGE

MINICAS-4-9-2

PUMP NO. 1

DISCHARGE

MINICAS-4-9-1

FV-4-3-1

FV-4-3-2

R E

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SL

OHCIN .C DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:3

F

IL

E N

A M

E

B L

D G

-1

-E -7

.d g n

C A

B L E B

L O

C K D

IA

G R

A M

E L E

C T

R

IC

A L

0650-E-701

NTS

SCALE: NTS

CABLE BLOCK DIAGRAM

SHEET KEYNOTES

S B

R T

A N

K

J

CS

M

[C

[C

[C

[C

MCC-1

[C

MINICAS-4-1-1

TJB-4-1-1

H S -4 -1 -1

T S

H /X

S H -4 -1 -1

P M

P -4 -1 -1

P U

M P N

O

S B

R I

N F

L U

E N

T E

Q

J

CS

M

[C

[C

[C

[C

[C

[C

P -6

P U

M P N

O

W A

S T

E S

L U

D G

E

T S

H /X

S H -6

TJB-610

MINICAS-610

J

CS

M

[C

[C

[C

[C

[C

H S -6

J

CS

M

[C

[C

[C

[C

[C

MINICAS-4-1-2

TJB-4-1-2

H S -4 -1 -2

T S

H /X

S H -4 -1 -2

P M

P -4 -1 -2

P U

M P N

O

S B

R I

N F

L U

E N

T E

Q

J

CS

M

[C

[C

[C

[C

[C

[C

P -6

P U

M P N

O

W A

S T

E S

L U

D G

E

T S

H /X

S H -6

TJB-620

MINICAS-620

J

CS

M

[C

[C

[C

[C

[C

H S -6

L S

H -4 -2

L S

L -4 -2

J

[C

[C

[C

ACP03-SBR

[C

L S

H -4

[C

L S

H -4

[C

L S

H -6

[C

L S

H -9

A

IT

-4

A E -4

[C1]

[A

[P

LP-UPS-1

A

IT

-4

A E -4

[C1]

[P

[A

L

IT

-4

[P

[A

L

IT

-6

[P

[A

L

IT

-9

[P

[A

DISCONNECT SWITCH.

30A, 3-POLE, NEMA 4X STAINLESS STEEL 2.

DISCONNECT SWITCH.

60A, 3-POLE NEMA 4X STAINLESS STEEL 1.

LP-1A

Z C

V -4

[P

[C

Z C

V -4

[P

[C

Z C

V -4

[P

[C

Z C

V -4

[P

[C

[P

[C

V -9

ACP03-SBR

JJ

[MSC]

JJ

[MSC]

JJ

[MSC]

JJ

[MSC]

JJ

[MSC]

JJ

[MSC]

L

IT

-4 -2

[C1]

L E -4 -2

L S

H -4 -5

L S

L -4 -5

J

[C

[C

[C

A

IT

-4 -5

A E -4 -5

[C1]

[P

[A

LP-UPS-1

[A

[P

[C1]

L E -4

L

IT

-4

[P

[A

[C1]

L E -4

[C1]

L E -6

[C1]

L E -9

[P

F C

V -4 -4

[A

[C

103 134

T -2

H T -1

H T -3

H T -4

H T -5

HEAT TRACE

[P

[P

[P

[P

[P

[P

[P

[P

[P

[P

[P

12795394

H S -4 -9 -1

T S

H /X

S H -4 -9 -1

P M

P -4 -9 -1

P U

M P N

O

S B

R S

L U

D G

E

TJB-4-9-1

MINICAS-4-9-1

H S -4 -9 -2

T S

H /X

S H -4 -9 -2

P M

P -4 -9 -2

P U

M P N

O

S B

R S

L U

D G

E

TJB-4-9-2

MINICAS-4-9-2

F

IT

-4 -6

[P

[C1]

F E -4 -6

[A

F V -4 -3 -1

[P

[C

F V -4 -3 -2

[P

[C

[P3] [P3] [P3] [P3] [P3] [P3]

[P

[P

[P

[P

[P

[P

[P

R E

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SL

OHCIN .C DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

E E

R

IN

G C

O M

M A

N D M

ID

-A

T L

A N

T

IC

P U

B

R

P A

R T

M E

R L E

N

R L

L

C K

N E

W

J E

R S

S

T E

W A

T E

R T

R E

A T

M E

N T P

L A

P

A

IR

B

Y R

E P

L A

C E

M E

N T S

N A

V

A P

O

A T

R L E

C O

L

C K

N E

W

J E

R S

E

P A

R T

M E

V Y

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.

N A

V

C

IL

IT

G

IN

E E

R

M M

A N

D

DES DRW

S Y

M D

E S

C R

IP

T

IO

N D

A T E

A P

P R

DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

C3

SCALE: NTS

A3

SCALE: NTS

A5

SCALE: NTS

LIGHTING PROTECTION

SYSTEM AIR TERMINAL 2

PAD-MOUNTED TRANSFORMER DETAIL

LIGHTNING PROTECTION SYSTEM AIR TERMINAL 2

SECONDARY COMPARTMENT

CONCRETE PAD

GRADE

CURRENT TRANSFORMERS

3-POLE FUSE BLOCK

WHD

#4/0 BARE

GROUND PAD (TYP OF 2)

ARRESTERS

SURGE

X0

DDC CIRCUIT

CORNER OF PAD.

OF 4, 1 AT EACH

GROUND ROD, TYP

MIN

2'-0"

TERMINATIONS

LOW VOLTAGE CABLE

DEMAND METER

WATTHOUR

EXPULSION FUSES

BAYONET OIL-IMMERSED

SECONDARY CIRCUIT

INSULATION

#4/0, 600V

GRADE.

PAD. MIN 18" BELOW FINISHED

ENCIRCLING ENTIRE CONCRETE

#4/0 BARE COPPER GROUND LOOP

COPPER GROUNDING CONDUCTORS

#4/0, 600V INSULATION

SURFACE.

ABOVE THE PROTECTED

MINIMUM OF 10"

4. POINT EXTENDS A

OF THE POINT.

VERTICAL POSITIONING

ADJUST BASE TO ENSURE

CONTRACTOR TO FIELD

SCREWS. INSTALLING

STAINLESS STEEL TEK

WITH FOUR #10 x 1"

POINT BASE. SECURE

3. ALUMINUM STRAP TYPE

STEEL TEK SCREW.

#10 x 1" STAINLESS

SECURE WITH

CABLE FASTENER.

2. ALUMINUM LOOP TYPE

BLUNT TIP.

AIR TERMINAL WITH

1. 5/8" SOLID ALUMINUM

NOTES:

NOTE 1

NOTE 3

NOTE 2

NOTE 4

THE PROTECTED SURFACE

MINIMUM OF 10" ABOVE

5. POINT EXTENDS A

4. ADHESIVE POINT BASE

3. ADHESIVE CABLE HOLDER

PROTECTION CONDUCTOR

2. ALUMINUM LIGHTNING

TIP

TERMINAL WITH BLUNT

1. 5/8" SOLID ALUMINUM

NOTES:

NOTE 2

NOTE 4

NOTE 3

NOTE 1

N O

T E

C1

SCALE: NTS

A1

SCALE: NTS

PAD-MOUNTED TRANSFORMER PAD DETAIL

PLEASE DO NOT FILL CONDUIT WINDOW WITH CONCRETE.5.

#4 REINFORCING BARS ARE REQUIRED.4.

8" PIERS AT EACH CORNER - 24" BELOW GROUND LEVEL.3.

4" BELOW FINAL GRADE AND 4" ABOVE FINAL GRADE.2.

PAD TO BE 8" THICK - STEEL REINFORCED.1.

GENERAL NOTES:

89"

PRIMARY SIDE

SIDE

SECONDARY

52"19"

23"29"

TOP VIEW

ELEVATION

GRADE

FINSIHED

NOT USED

0100-ES101

0100-ES501

0100-ES101

0100-ES501

0600-E-103 0600-E-103

CABLE WELL

3/4" MINUS.

12" DEEP MINIMUM,

COMPACTED GRAVEL,

PRIMARY COMPARTMENT

BREAK OIL SWITCH

2 POSITION LOAD

FUSES

CURRENT-LIMITING

OIL-IMMERSED

CONNECTOR

LOAD BREAK

PRIMARY NEUTRAL

BUSHING INSERT

BUSHING WELL

TRANSFORMER

CIRCUIT

PRIMARY

O T D

A T

E

P L

O T T

IM

E

-A

P R -2

:3

F

IL

E N

A M

E

B L

D G

-1

-E -8

.d

E

C T

R

IC

A L

S T

A N

D A

R D D

E T

A

IL

S

0900-E-801

NTS

104 134

12795395

E

NI

G

NE LANOI

S S

E F

O R

P

ADIROL

F

ESNECIL

N O

SL

OHCIN .C DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

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CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

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FIRE STOP - WALL

NOTE 1

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 2

PN-STI EZDP333GK4.

WALL FILL MATERIAL3.

CABLES2.

FIRESTOP DEVICE1.

NOTES:

RAILING MOUNTED EQUIPMENT SUPPORT

4"

/2

FRONT SIDE

NOTE 1

NOTE 2

NOTE 4

NOTE 7

NOTE 6

NOTE 5

NOTE 3

NOTES:

3/16" PLATE7.

NUTS AND LOCKWASHERS 6.

5/16" DIA U-BOLTS, LENGTH AS REQUIRED5.

1/2" RADIUS4.

DEVICE BOX3.

ROUND EDGES2.

RAILING1.

WITH STEEL MEMBERS AND CONNECTIONS PER SPECIFICATIONS.

AT ALUMINUM RAILING, PROVIDE PROTECTION FOR ALUMINUM IN CONTACT A.

DEVICE MOUNTING - WALL OR COLUMN

NOTES:

FLOOR OR PLATFORM8.

PIPE STRAP7.

CONDUIT6.

WIRING DEVICE OR ELECTRICAL EQUIPMENT 5.

WALL OR COLUMN 4.

FOR CONTROL STATIONS MOUNT AT 4'-0"±3.

ANCHORS. LARGER BOXES SHALL BE SUPPORTED BY AT LEAST FOUR.

BOXES 6 INCHES SQUARE AND LESS SHALL BE SUPPORTED BY TWO2.

MOUNT ENCLOSURE ON 1/2" SPACERS OF 1/2" SCHEDULE 80 PVC CONDUIT.1.

NOTE 1 & 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

C4

SCALE: NTS

EXTERIOR LIGHT CONTROL DIAGRAM

AREA

TYPICAL FOR:

120VAC

PC

NOTE 1

RELAY

PHOTOCELL

120VAC

OFF

REMOTEHAND

TO PLC600

"IN REMOTE"

OOX

OOX

XOO

PC1

C

STATION (X)

CONTROL

CONTACTOR (Y)

PER PLANS

PANELBOARD

TOLOCATED AT STURCTURE)

CONTROL STATION (X)

PER PLANS

LOADS

TO LIGHTING

TO OTHER CONTROL STATIONS & CONTACTORS

AS REQ'D

CONTACTS

PC1

TO PLC 600

PHOTOCELL INPUT

LOCATED AT CONCENTRATE CLARIFIER BUILDING.2.

BUILDING.

TO CONTROL ALL CONTACTORS. LOCATE RELAY IN ELECTRICAL CONCENTRATE CLARIFIER

PROVIDE RELAY IN A NEMA 12 ENCLOSURE. PROVIDE NUMBER OF CONTACTS SUFFICIENT1.

NOTES:

CONCENTRATE TANK & REPUMP - -

NOTE 2

CONTACTOR (Y)

NOTE 2

PHOTOCELL

SCALE: NTS

EXTERIOR BUILDING LIGHT CONTROL

N

120V OFF

PHOTOCELL

PHOTOCELL

AS SHOWN

ON ENGRAVED PLATE

POSITIONS INDICATED

SWITCH (SL) WITH SWITCH

TYP

LUMINAIRE,

ON

A3 A1

SCALE: NTS

LUMINAIRE MOUNTING

POLE CAP

REMOVABLE

SCHEDULE

PER LUMINAIRE

LUMINAIRE

PLATFORM

CONCRETE

GROUT

POLE MANUFACTURER

FURNISHED BY

MOUNTING BRACKET

PER PLANS

COVER WHERE REQUIRED

AND WETHERPROOF

DUPLEX RECEPTACLE

M

IN

± 6-5/8"

10' POLE

4" SQUARE

SHEAR = 2.3 KIP

MOMENT = 11.5 KIP*FT

LEVEL LOADS

POLE ANCHORAGE DESIGNED FOR THE FOLLOWIG STRENGTH2.

HANDRAILS.

CONTRACTOR SHALL COORDINATE POLE LOCATIONS WITH1.

NOTES:

4-1/2" MIN

M

IN

LEVELING NUTS

BOLTS AND

55 HEAVY HEX

F1554 GRADE

(4) 3/4" DIA ASTM

CAST-IN-PLACE

S L

A B T

H

IC

K N

E S

S

POLE

TURN UP INSIDE

ROUTE IN SLAB,

(2) 3/4" CONDUITS

EXISTING WALL PENETRATION

INSTALLATION.

DURING CONDUIT

SURFACES IF DAMAGED

C. REPAIR BOTH WALL

IMMERSIBLE SEALANT.

POLYURETHANE

OUTSIDE, WITH ONE PART

CONDUIT, INSIDE, AND

OPENING AROUND

SMOOTH OPENING. SEAL

METHODS THAT LEAVE A

B. DRILL HOLE USING

OTHERWISE INDICATED.

WITH THIS DETAIL IF NOT

WALLS IN ACCORDANCE

THROUGH EXISTING

A. INSTALL CONDUITS

:NOTES

SEALANT.

RATED EXPANDABLE

4. SEAL WITH OUTDOOR

SEE CIVIL PLAN.

3. FOR RESTORATION,

2. LB CONDULET.

1. EXISTING BUILDING WALL.

0600-E-101

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A

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

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UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

C1

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A1

SCALE: NTS

C4

SCALE: NTS

A4

SCALE: NTS

PEDESTAL MOUNTED DEVICE

ELECTRICAL EQUIPMENT SUPPORT

TYP

3/16

A.

3/16

3" 3"

SECTION

B.

48" MAXIMUM

M A

X

IM

U M

10"

1 1/4"

GENERAL NOTES:

NOTES:

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

N O

T E

NOTE 2

NOTE 10

NOTE 9

(4 EACH BASE)

1/2" CONCRETE ANCHORS OR ANCHOR BOLTS WITH LEVELING NUTS,10.

NON-SHRINK GROUT9.

PROVIDE HDPE SPACER BETWEEN ALUMINUM AND CONCRETE, IF ALUMINUM IS USED.8.

LENGTH PER EQUIPMENT REQUIREMENTS.

CHANNEL(4x2.16 IN SEISMIC ZONES 0 AND 1, 6x3.00 IN SEISMIC ZONES 2 AND HIGHER)7.

1/2" RADIUS 6.

1/2" PLATE5.

1/4" PLATE, ROUND EDGES; SIZE PER EQUIPMENT REQUIREMENTS.4.

3/4" RADIUS3.

STRUCTURE ABOVE WHERE REQUIRED BY CALCULATION.

200 LBS, SIZE POSTS AND CONNECTIONS FOR LATERAL LOADS. EXTEND POSTS TO

FOR HEIGHTS EXCEEDING 5'-0" OR WEIGHT OF MOUNTED EQUIPMENT EXCEEDING2.

ABOVE FINISHED GRADE. MINIMUM WIDTH 24 INCHES.

LONGER THAN THE MOUNTING PLATE BY ONE HALF THE HEIGHT OF THE MOUNTING PLATE

AT GRADE WITH #4 BAR @ 12" OC EACH WAY, CENTERED. THE PAD SHALL BE 12 INCHES

WALL OR PLATFORM, FOR YARD LOCATIONS PROVIDE A 6 INCH THICK CONCRETE PAD 1.

USE WASHER AND SPLIT LOCK WASHER UNDER ALL NUTS.

SEE INSTRUMENTATION AND CONTROL DETAILS.

PROVIDE SUN SHIELD FOR INSTRUMENTS AND CONTROL STATIONS WITH LIGHTS,

EQUIPMENT MOUNTING

6"

MIN TWO 1/2" CONCRETE ANCHORS PER POST

CHANNEL POST BASE ATTACH TO FLOOR WITH 11.

CHANNEL PIPE CLAMP10.

MIN 1 5/8"x1 5/8" 12 GAUGE FRAMING CHANNEL9.

1/2" RADIUS8.

HAND SWITCH 7.

1/4" PLATE, SIZE AS REQUIRED, ROUND EDGES6.

CHANNEL SPRING-NUT5.

FLAT PLATE BRACKET4.

ATTACH TO CEILING PURLINS.

MIN 1 5/8"x1 5/8" 12 GAUGE FRAMING CHANNEL, 3.

JUNCTION BOX2.

CONDUIT 1.

NOTES:

GENERAL NOTES:

NOTE 3

NOTE 4

NOTE 5

NOTE 1

NOTE 6

NOTE 7

NOTE 8

NOTE 9

NOTE 10

NOTE 11

NOTE 2

LOADS.

CONNECTIONS FOR VERTICAL AND LATERAL

SIZE SUPPORT POST, CROSS CHANNELS, ANDA.

A.

B.

M A

X

IM

U M

A P

P R

O X

ALL NUTS AND BOLTS.

USE WASHER AND SPLIT-LOCK WASHERS UNDER

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 2

NOTE 7

SHALL BE SUPPORTED BY 2 CHANNELS.

THAN 3 SQUARE FEET OR WIDER THAN 18 INCHES

EQUIPMENT HAVING A FRONTAL AREA GREATER

GRADE7.

(2) 5/8" DIA CONCRETE ANCHORS.6.

PROVIDE HDPE SPACER, IF ALUMINUM IS USED.5.

6" CHANNEL4.

DEVICE3.

CONCRETE WALL2.

EDGES, WELD TO CHANNEL.

PROVIDE 1/4" PLATE, SIZE AS REQUIRED, ROUND 1.

3/16

3/16

10"

PLANOVERSIZED DEVICES

ELEVATION

1 1/4"

M A

X I

M U

M

NOTES:

GENERAL NOTES:

B.

A.

C.

D.

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

NOTE 9

NOTE 1

NOTE 10

1/2" CONCRETE ANCHORS OR ANCHOR BOLTS WITH LEVELING NUTS, TYPICAL OF 4.10.

NON-SHRINK GROUT9.

USED.

PROVIDE HDPE SPACER BETWEEN ALUMINUM AND CONCRETE, IF ALUMINUM IS 8.

C4x2.167.

CONTROL STATION OR OTHER DEVICES.6.

1/4" PLATE, SIZE AS REQUIRED FOR OVERSIZED DEVICES.5.

1/4" MOUNTING PLATE, (18" MAX, WIDTH), ROUND EDGES, 1/2" RADIUS.4.

1/2" PLATE3.

1/2" RADIUS2.

WITH 3#4 REBAR EACH WAY, CENTERED FLOOR OR PLATFORM.

FOR YARD LOCATIONS, PROVIDE 2'-0" SQUARE x 6" THICK CONCRETE PAD AT GRADE1.

INDICATED.

GREATER THAN 2'-0" SQ FT SHALL BE PEDESTAL MOUNTED UNLESS OTHERWISE

CONTROL STATIONS DEVICES AND EQUIPMENT HAVING A FRONTAL AREA NOT

USE WASHERS AND SPLIT-LOCK WASHERS UNDER ALL NUTS.

SEE INSTRUMENTATION AND CONTROL DETAILS.

PROVIDE SUNSHIELDS FOR INSTRUMENTS AND CONTROL STATIONS WITH LIGHTS,

EQUIPMENT MOUNTING PEDESTAL

INSUFFICIENT USE DETAIL E-803, C1

WHERE EQUIPMENT REQUIRES A LARGE BACKPLATE AND A SINGLE SUPPORT LEG IS

0100-ES501

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DIGITALLY SIGNED

V A

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A C

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B

C

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1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

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UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

C1

SCALE: NTS

A1

SCALE: NTS

C3

SCALE: NTS

A3

SCALE: NTS

CONDUIT SUPPORT ON STRUCTURE

4"

/2 " 1 /4

1/2"

TOP

FRONT SIDE

NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

APPLETON "STN" CONDUIT CONNECTOR.6.

APPLETON "ST" CONDUIT CONNECTOR.5.

FLEXIBLE CONDUIT4.

MATERIAL REQUIREMENTS.

REFERENCE AREA CLASSIFICATION TABLES FOR

3/8" DIA MIN, CONCRETE ANCHOR, AS SPECIFIED. 3.

12 GAUGE METAL 2.

DRILL HOLE, AS REQUIRED FOR CONDUIT FITTING.1.

COVER THIS

COVER THIS

LUG, TYPICAL 8.

SIGNAL LEADS7.

SHRINK TUBING6.

SHIELD5.

GREEN INSULATED WIRE4.

CRIMPED SPLICE CONNECTOR3.

WRAPPED SHIELD 2.

OUTER JACKET 1.

SHRINK TUBING

PORTION WITH

SHRINK TUBING

PORTION WITH

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 1

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 5

NOTE 6

NOTE 6NOTE 7

NOTE 7

NOTE 8

WHERE GROUNDING IS REQUIRED.

TERMINATED IN ACCORDANCE WITH THIS DETAIL

ALL SHIELDED INSTRUMENTATION CABLE SHALL BE A.

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

THAT ONE CONDUIT TO SUPPORT.

THIS DETAIL APPLIES ONLY WHEN THERE IS MORE A.

TABLES FOR MATERIAL REQUIREMENTS.

FORMED CHANNEL. REFERENCE AREA CLASSIFICATION 5.

MATERIAL REQUIREMENTS.

REFERENCE AREA CLASSIFICATION TABLES FOR

3/8" DIA MIN, CONCRETE ANCHOR, AS SPECIFIED. 4.

WALL OR COLUMN3.

CONDUIT2.

CONDUIT CLAMP 1.

M A

X

IM

U M

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

SPLIT LOCK WASHERS UNDER ALL NUTS AND BOLTS.

SUPPORTED BY TWO CHANNELS. INSTALL RING AND

3 SQUARE FEET OR WIDER THAN 18 INCHES SHALL BE

EQUIPMENT HAVING A FRONTAL AREA GREATER THAN A.

FOR MOUNTING TO STRUCTURAL STEEL.

(2) 5/8" CONCRETE ANCHORS. USE (2) 5/8" BOLTS 8.

SPECIFIED, IF ALUMINUM IS USED.

PAINT ALUMINUM IN CONTACT WITH CONCRETE AS 7.

CONDUIT CLAMP6.

C6X10.5 CHANNEL5.

RAILING4.

REQUIRED, ROUND EDGES, WELD TO CHANNEL.

FOR OVERSIZE DEVICE PROVIDE 1/4" PLATE SIZE AS 3.

DEVICE2.

12/" RADIUS1.

FLEXIBLE CONDUIT SUPPORT TERMINATION OF SHIELDED INSTRUMENTATION CABLE

PEDESTAL MOUNTED DEVICE AT RAILING

O T D

A T

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ESNECIL

N O

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OHCIN .C DI

V

A D

DIGITALLY SIGNED

V A

L F

A C

IL

IT

IE

S E

N G

IN

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G C

O M

M A

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-A

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A

B

C

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1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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C

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A N

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A P

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

C1

SCALE: NTS

A1

SCALE: NTS

C3

SCALE: NTS

A3

SCALE: NTS

X X X X X

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 7

NOTE 5

NOTE 6

NOTE 6

NOTE 10

NOTE 8

NOTE 9

NOTES:

GENERAL NOTES:

M

IN

4" MINIMUM 3" MINIMUM4" MINIMUM

M

IN

IM

U M

NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

X X X X X

NOTES:

INTERIOR

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 7

NOTE 8

NOTE 9

NOTE 10

A4

SCALE: NTS

SUBMERSIBLE PUMP W/ REMOTE CONTROL STATION

NOTE 1

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 2

NOTES:

GROUND ROD6.

GROUNDING CONDUCTOR, TYPICAL.5.

GRAVEL4.

GROUNDING WELL3.

TYPE ABG, OR EQUAL.

GROUNDING CONNECTORS: "O-Z/GEDNEY" 2.

GRADE1.

GROUNDING BUSHING4.

METAL CONDUIT3.

EQUIPMENT ENCLOSURE2.

GROUND WIRE1.

NOTES:

GENERAL NOTES:

GROUNDED IN ACCORDANCE WITH THIS DETAIL.

GROUNDED BY THE SPECIFICATIONS SHALL BE

THE ENDS OF ALL CONDUITS REQUIRED TO BE A.

NOTE 1

NOTE 2

NOTE 3

NOTE 4

TERMINAL JUNCTION BOX (TJB)

SUBMERSIBLE PUMP/MIXER CONTROL STATION GROUND TEST WELL CONDUIT GROUNDING

AND PUMPS.

BETWEEN CONTROL STATION, DISCONNECT,

CONDUIT AND CONDUCTOR CONNECTIONS B.

SEE DRAWINGS.

FOR CONTROL STATION MOUNTING DETAILS, A.

C4

SCALE: NTS

GROUND TRIANGLE

DB

DB

DB

D B

T Y

P

M

IN

CONDUCTOR

GROUNDING

AS SPECIFIED, TYP

GROUND ROD

SEE A3/E-805

GROUND TEST WELL,

GROUNDING PAD

TO TOWER

SOURCE CABLE5.

ENCLOSURE4.

SPARE CONDUCTORS3.

PROVIDE ONE TERMINAL FOR EACH CONDUCTOR ENTERING OR LEAVING "TJB". 2.

LOAD CABLES1.

0100-ES501

0650-E-101 0100-ES101

0100-ES501

MSC10.

CORD FITTING9.

TOP SLAB/DECK 8.

INSULATING BUSHING7.

STRAIN RELIEF CORD GRIP6.

RECOMMENDATIONS.

INSTALL PER MANUFACTURERS

CONCRETE SLAB W/ HI-MOD GEL.

HOOK BOLT (5/8" MIN DIA) EPOXY BOLT INTO 5.

CONDUIT SLEEVE (2" MINIMUM)4.

CONTROL STATION SUPPORT, E-803, C13.

TERMINAL JUNCTION BOX (TJB).2.

TERMINAL BLOCKS, E-805, C3.1.

TOP SLAB/ DECK10.

STRAIN RELIEF CORD GRIP9.

RECOMMENDATIONS.

INSTALL PER MANUFACTURERS

CONCRETE SLAB W/ HI-MOD GEL.

HOOK BOLT (5/8" MIN DIA) EPOXY BOLT INTO 8.

CONDUIT SLEEVE (2" MINIMUM)7.

INSULATING BUSHING 6.

[MSC]5.

CORD FITTING4.

JUNCTION BOX3.

STATION AND DISCONNECT ON HANDRAIL.

MOUNT CONDUIT ROUTED TO CONTROL 2.

HANDRAIL1.

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CHK

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ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

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IF

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ARLINGTON,VA 22201

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1100 N GLEBE ROAD,

APRIL 2020

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PLAN

ELEVATION

NON-METALLIC CONDUIT10.

GROUND CONDUCTOR9.

GROUND BUS BAR8.

FLOOR7.

BUSHING6.

CONNECTION TO CONDUCTOR.

EXOTHERMIC WELD OR COMPRESSION

GROUND CONDUCTOR CONNECTOR.5.

WASHERS. SIZE TO SUIT, TYPICAL.

SILICON BRONZE BOLTS, NUTS AND 4.

WALL3.

SCHEDULE 80 PVC SPACER2.

5/8" ANCHOR BOLT 1.

GENERAL NOTES:

NOTES:

NOTE 1

NOTE 2

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 10

NOTE 9

NOTE 8

NOTE 3

3/4" 2" 4" 4" 2" 3/4"

LENGTH TO SUIT

NOT TO EXCEED 24".

MAXIMUM SPAN BETWEEN SUPPORTS A.

AS REQUIRED,

MINIMUM

1.5

M

IN

IM

U M

NOTES:

SINGLE RACK

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 2

NOTE 6

GENERAL NOTES:

A.

AS REQUIRED,

M

IN

IM

U M

M

IN

IM

MINIMUM

1.5

GENERAL NOTES:

NOTES:

DOUBLE RACK

NOTE 4

NOTE 5

NOTE 6

NOTE 2

NOTE 3

NOTE 2

NOTE 1

M

IN

IM

U M

20' LONG MINIMUM, 2 TYP

M

IN

IM

U M

NOTES:

AS REQUIRED

BEND AROUND CORNERS

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 1

GROUND BUS BAR CONDUIT RACKING SYSTEM

GROUND ELECTRODE CONDUIT RACKING SYSTEM

BOTTOM OF FOUNDATION 5.

GROUNDING ELECTRODE4.

GROUND BUS BAR, E-806, C13.

GROUND CABLES2.

FINISH GRADE 1.

WITHOUT DISTURBING ADJACENT CONDUITS.

SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT

FRAMING CHANNEL.6.

CONDUIT SIZE AS REQUIRED. 5.

BOTTOM OF STEEL OR CONCRETE STRUCTURE.4.

REGISTERED IN THE STATE OF NEW JERSEY.

SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER

STRUCTURAL GENERAL NOTES, AND LEGEND 1. CONDUIT RACKING AND SUPPORT

SIZE AS REQUIRED BY SITE SPECIFIC DESIGN CRITERIA ON DRAWING G-008,

3'-0" BELOW, OR GRINNEL FIGURE 52 ATTACHMENT PLATE, SIMILAR. TYPE AND

STRUCTURE, USE UNIVERSAL CONCRETE INSERT, UNISTRUT CHANNEL WITH #4 x

AT STEEL STRUCTURE, USE GRINNEL MALLEABLE BEAM CLAMP. AT CONCRETE 3.

BRACE TO ROOF OR FLOOR TOP OF BEAM ABOVE UNLESS BRACED TO WALL.

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW JERSEY. SEISMIC

1. CONDUIT RACKING AND SUPPORT SYSTEM SHALL BE DESIGNED BY A QUALIFIED

DESIGN CRITERIA ON DRAWING G-008, STRUCTURAL GENERAL NOTES, AND LEGEND

SUPPORT RODS, CONNECTIONS AND BRACES AS REQUIRED BY SITE SPECIFIC

DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS, AND SIZE 2.

BETWEEN CONDUITS.

LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING 1.

CONDUIT SIZE AS REQUIRED.6.

FRAMING CHANNEL.5.

BOTTOM OF STEEL OR CONCRETE STRUCTURE.4.

OF NEW JERSEY.

BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE

GENERAL NOTES, AND LEGEND 1. CONDUIT RACKING AND SUPPORT SYSTEM SHALL

REQUIRED BY SITE SPECIFIC DESIGN CRITERIA ON DRAWING G-008, STRUCTURAL

BELOW, OR GRINNEL FIGURE 52 ATTACHMENT PLATE, SIMILAR. TYPE AND SIZE AS

STRUCTURE, USE UNIVERSAL CONCRETE INSERT, UNISTRUT CHANNEL WITH #4 x 3'-0"

AT STEEL STRUCTURE, USE GRINNEL MALLEABLE BEAM CLAMP. AT CONCRETE 3.

BRACE TO ROOF OR FLOOR TOP OF BEAM ABOVE UNLESS BRACED TO WALL.

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW JERSEY. SEISMIC

RACKING AND SUPPORT SYSTEM SHALL BE DESIGNED BY A QUALIFIED

ON DRAWING G-008, STRUCTURAL GENERAL NOTES, AND LEGEND 1. CONDUIT

RODS, CONNECTIONS AND BRACES AS REQUIRED BY SITE SPECIFIC DESIGN CRITERIA

DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS, AND SIZE SUPPORT 2.

LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING 1.

DISTURBING ADJACENT CONDUITS.

SPACE CONDUIT SUFFICIENTLY TO ALLOW REMOVAL OF ONE CONDUIT WITHOUT D.

NEW JERSEY.

DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF

GENERAL NOTES, AND LEGEND 1. CONDUIT RACKING AND SUPPORT SYSTEM SHALL BE

REQUIRED BY SITE SPECIFIC DESIGN CRITERIA ON DRAWING G-008, STRUCTURAL

BELOW, OR GRINNEL FIGURE 52 ATTACHMENT PLATE, SIMILAR. TYPE AND SIZE AS

STRUCTURE, USE UNIVERSAL CONCRETE INSERT, UNISTRUT CHANNEL WITH#4 x 3'-0"

AT STEEL STRUCTURE, USE GRINNEL MALLEABLE BEAM CLAMP. AT CONCRETE C.

ENGINEER REGISTERED IN THE STATE OF NEW JERSEY.

AND SUPPORT SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL

ON DRAWING G-008, STRUCTURAL GENERAL NOTES, AND LEGEND 1. CONDUIT RACKING

RODS, CONNECTIONS AND BRACES AS REQUIRED BY SITE SPECIFIC DESIGN CRITERIA

DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS, AND SIZE SUPPORT B.

LENGTH VARIES WITH NUMBER OF CONDUITS TO BE SUPPORTED AND SPACING A.

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

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UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

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C1

SCALE: NTS

A1

SCALE: NTS

C2

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A2

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A4

SCALE: NTS

U N

S U

P P

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M

IN

IM

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M A

X

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V A

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H A

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NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 6

NOTE 5

NOTES:

GENERAL NOTES:

DETAIL.

REQUIRED SHALL BE MADE IN ACCORDANCE WITH THIS

AND NO JUNCTION BOXES OR CONTROL DEVICES ARE

DEVICE WHERE A FLEXIBLE CONNECTION IS REQUIRED

INSTALLATION OF CONDUIT TO A MOTOR OR OTHER A.

L E

N G

T H A

S R

E Q

U

IR

E D

NOTE 4

NOTE 5

NOTE 6

NOTE 1

NOTE 7

NOTE 8

NOTE 9

NOTE 10

NOTE 11

NOTE 2

NOTE 3

USE WITH "FLOATING" SLAB OR DRILLED HOLE.11.

ELBOW10.

THREADED COUPLING9.

TABLES FOR MATERIAL REQUIREMENTS.

MINIMUM TWO 1/2" DIA CONCRETE ANCHORS, REFERENCE AREA CLASSIFICATION 8.

IF AL IS USED.

PROVIDE FELT SPACER OR BITUMASTIC COATING BETWEEN AL AND CONCRETE7.

SPACER6.

CONDUIT5.

FLEX TO EQUIPMENT 18" MINIMUM4.

CONDUIT CLAMP3.

SEALANT WHERE CONDUIT PASSES THROUGH SLAB.

PROVIDE A PVC SLEEVE AND FILL WITH ONE PART POLYURETHANE IMMERSIBLE 2.

GREATER THAN 2'-6" TALL, SIZE ANGLE SUPPORT PER SPECIFICATION 01 88 15.

SIZE ANGLE FOR CONDUIT, MINIMUM L 2 1/2 x 2 1/2 x 3/16,FOR ANY ANGLE 1.

NOTES:

GENERAL NOTES:

B.

C.

A.

END OF THE CONDUIT.

PROVIDE SUPPORT FOR ALL PVC CONDUIT WITHIN 3 INCHES OF THE

AN EQUIPMENT BASE, WALL, COLUMN, ETC, AS REQUIRED ABOVE.

ARE NOT OTHERWISE SUPPORTED IN A RIGID MANNER SUCH AS AGAINST

THIS DETAIL SHALL BE USED FOR SUPPORT OF ALL CONDUITS WHICH

OF THE CONDUIT.

THAN 18 INCHES OUT OF THE SLAB WITHIN 3 INCHES OF THE END

PROVIDE SUPPORT FOR ALL METAL CONDUITS WHICH EXTEND MORE

A3

SCALE: NTS

NOTE 1

NOTE 3

NOTE 4

NOTE 5

NOTE 2

NOTES:

RING WHERE APPLICABLE.

GROUND ROD, TIE INTO BUILDING GROUND5.

GROUND CONDUCTOR4.

METAL STAIR FRAMING3.

5/8" CAPSCREW, NUT, AND LOCKWASHER.

TERMINATE CONDUCTOR TO FLAT COMPRESSION,2.

HANDRAIL1.

IA

M E

T E

R

O U

T S

ID

E

P L

U S (M

IN

O F C

O N

D U

IT

NOTE 1

NOTE 2

NOTE 3

NOTE 4

CONDUIT4.

INSULATION AS REQUIRED TO FILL CAVITY3.

PIPE SLEEVE OR CORE DRILLED HOLE IN CONCRETE WALL. 2.

METAL ESCUTCHEON, TYPICAL 1.

NOTES:

GENERAL NOTES:

BE INSTALLED IN ACCORDANCE WITH THIS DETAIL.

CONDUITS WHICH INDIVIDUALLY PASS THRU AN INTERIOR WALL SHALL A.

NOTE 1

NOTE 2

NOTE 3

NOTE 4

CATWALK CHANNEL FOR CONDUIT INSTALLATION.

CONDUIT SUPPORT CHANNEL PROVIDED AS PART OF4.

CONDUIT CLAMPS3.

CATWALK CHANNEL2.

CATWALK FLOOR1.

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

OVERSIZE SLEEVE 3.

ADJUSTABLE GLAND LOCATED WHERE ACCESSIBLE.2.

INSIDE OF STRUCTURE1.

NOTES:

GENERAL NOTES:

OF BUILDING EXTERIOR WALLS ARE BELOW GRADE.

USE WATERTIGHT CONDUIT SEAL WHERE CONDUIT PENETRATIONS A.

CONDUIT TO EQUIPMENT FROM CEILING CONDUIT TRANSITION AND SUPPORT

GENERAL STAIRWAY GROUNDING INTERIOR WALL PENETRATION CONDUIT RACKING SYSTEM WATERTIGHT WALL CONDUIT SEAL

"T" CONDULET 6.

CONDUIT (1" MINIMUM SIZE)5.

FLOOR4.

CLASSIFICATION TABLES FOR MATERIAL REQUIREMENTS.

FLOOR FLANGE AND A MINIMUM OF 4 CONCRETE ANCHORS 3/8" DIA MIN. REFERENCE AREA 3.

FLEX CONDUIT TO MOTOR OR OTHER DEVICE.2.

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW JERSEY.

1. CONDUIT RACKING AND SUPPORT SYSTEM SHALL BE DESIGNED BY A QUALIFIED

SPECIFIC DESIGN CRITERIA ON DRAWING G-008, STRUCTURAL GENERAL NOTES, AND LEGEND

SUPPORT, SIZE TOP AND ANY INTERMEDIATE LATERAL SUPPORTS AS REQUIRED BY SITE 1.

ENGINEER REGISTERED IN THE STATE OF NEW JERSEY.

SUPPORT SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL

STRUCTURAL GENERAL NOTES, AND LEGEND 1. CONDUIT RACKING AND

REQUIRED BY SITE SPECIFIC DESIGN CRITERIA ON DRAWING G-008,

LOCATE AND SIZE SUPPORTS FOR VERTICAL AND LATERAL LOADS AS A.

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

C1

SCALE: NTS

C3

SCALE: NTS

A1

SCALE: NTS

A2

SCALE: NTS

A3

SCALE: NTS

SUSPENDED SLAB PENETRATION

A4

SCALE: NTS

REFERENCE AREA CLASSIFICATION TABLES FOR MATERIAL REQUIREMENTS.

POST BASE ATTACHED TO FLOOR WITH MINIMUM 1/2" DIA CONCRETE ANCHORS,9.

VERTICAL SUPPORT CHANNEL FRAMING.8.

CONDUIT RISER, TYPICAL. 7.

FOUR HOLE TEE PLATE, (TYPICAL EACH CROSS MEMBER).6.

MULTI-GRIP PIPE CLAMP, TYPICAL.5.

CROSS SUPPORT CHANNEL, LENGTH AS REQUIRED, TYPICAL.4.

CONNECTION TO ALLOW FOR 5/8" VERTICAL STRUCTURE DEFLECTION.3.

CONCRETE ANCHORS.

POST BASE ATTACHED TO UNDERSIDE OF STRUCTURE WITH MINIMUM 1/2" 2.

VALUES ALLOWED BY NEC.

LENGTH AS REQUIRED TO LIMIT UNSUPPORTED CONDUIT LENGTH TO MAXIMUM 1.

NOTES:

GENERAL NOTES:

N O

T E

N O

T E

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

NOTE 9

/4

GENERAL NOTES:

B.

A.

NOTE 4

NOTE 3

NOTE 2

NOTE 1

NOTE 5

NOTE 6

NOTE 7

NOTE 8

NOTE 10

NOTE 9 PROVIDE CONTINUOUS GROUND PATH PER NEC REQUIREMENTS.10.

CONDUIT, TYPICAL 9.

HUB8.

CLAMP, TYPICAL 7.

CLOSED CELL NEOPRENE6.

PREMOLDED JOINT FILLER5.

OR APPROVED EQUAL.

FLEXIBLE NEOPRENE SLEEVE CROUSE-HINDS "XD", APPLETON "DF"4.

ADAPTER REQUIRED FOR PVC CONDUITS.3.

CONDUIT, SIZE PER PLANS2.

OF GRS CONDUIT EACH SIDE OF FITTING.

PVC CONDUIT INSTALLATIONS SHALL HAVE 18 INCHES (MIN) LENGTH1.

CONCRETE ENCASED CONDUITS.

DETAIL APPLIES TO ALL EXPANSION JOINTS FOR THE UNDERGROUND

EXPANSION JOINTS.

DETAIL APPLIES TO CONDUIT EMBEDDED IN STRUCTURAL

EXPANSION JOINT

BONDING JUMPER STRAP

EXTERNAL TIN PLATED COPPER BRAID GROUNDING3.

CLAMP AND U-BOLT2.

CONDUIT 1.

GENERAL NOTES:

NOTES:

NOTE 2

NOTE 3

NOTE 1

JOINTS OR 100' INTERVALS.

COUPLINGS TO BE INSTALLED AT CONCRETE EXPANSION A.

JUMPER STRAP.

EXTERNAL TIN PLATED COPPER BRAID GROUNDING BONDING 6.

MOVEMENT.

WEATHERPROOF EXPANSION FITTING PROVIDE 4" CONDUIT5.

CLAMP AND U-BOLT4.

CONDUIT3.

ONE-PART POLYURETHANE IMMERSIBLE SEALANT.

USE CONDUIT SLEEVE WHERE CONCRETE OCCURS. FILL WITH A 2.

FINISH GRADE OR CONCRETE.1.

GENERAL NOTES:

NOTES:

NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 3

NOTE 2

NOTE 1

AS SHOWN ON DRAWINGS.

OUTSIDE BUILDING AND CONNECTED TO BLDG EXTERIORS

USE THIS DETAIL FOR CONDUITS ROUTED FROM DUCT BANKS A.

STRUCTURAL SLAB3.

CONDUIT. FOR TYPE REQUIRED, SEE SPECIFICATIONS.2.

SLAB.

EXPANDABLE COMPOUND WHERE CONDUIT PASSES THROUGH

PROVIDE A PVC SLEEVE AND FILL WITH A SUITABLE PLASTIC 1.

GENERAL NOTES:

NOTES:

NOTE 1

NOTE 2

NOTE 3

WITH THIS DETAIL.

EQUIPMENT PADS SHALL BE INSTALLED IN ACCORDANCE

ALL CONDUITS THROUGH CONCRETE FLOOR SLABS AND A.

CONDUIT4.

COUPLING3.

PLUG2.

FINISHED FLOOR1.

GENERAL NOTES:

NOTES:

NOTE 1

NOTE 4

NOTE 2

NOTE 3

ACCORDANCE WITH THIS DETAIL.

FOR FUTURE EXTENSION SHALL BE INSTALLED IN

CONDUITS WHICH ARE STUBBED UP IN A CONCRETE SLAB A.

VERTICAL CONDUIT SUPPORT EXPANSION/DEFLECTION COUPLING

CONDUIT EXPANSION JOINT EXPANSION FITTING FOR SOIL MOVEMENT FLUSH CONDUIT STUB

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW JERSEY.

RACKING AND SUPPORT SYSTEM SHALL BE DESIGNED BY A QUALIFIED

DRAWING G-008, STRUCTURAL GENERAL NOTES, AND LEGEND 1. CONDUIT

AND LATERAL LOADS AS REQUIRED BY SITE SPECIFIC DESIGN CRITERIA ON

SIZE SUPPORT POST, CROSS CHANNELS, AND CONNECTIONS FOR VERTICAL A.

O T D

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DIGITALLY SIGNED

V A

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A C

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1 2 3 4 5

1 2 3 4 5

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

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DRAWFORM REVISION: 12 APRIL 2018

CHK

SATISFACTORY TO

APPROVED

ACTIVITY

DATE

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

UNCLASSIFIED

U N

C L

A S

S

IF

IE

D

UNCLASSIFIED

ARLINGTON,VA 22201

SUITE 500

1100 N GLEBE ROAD,

APRIL 2020

AS

DM

AZ

ML

C1

SCALE: NTS

A1

SCALE: NTS

C3

SCALE: NTS

A4

SCALE: NTS

3"

3"

3" CLR, (TYPICAL BOT).5.

2" CLR, (TYPICAL TOP AND SIDES).4.

#4 LONGITUDINAL BARS @18" OC MAXIMUM, WITH 2'-0" LAP.3.

#4@18" OC, TYPICAL2.

WHERE INDICATED ON DUCT BANK SCHEDULE.

#4/0 COPPER GROUND CONDUCTOR, TYPICAL. PROVIDE ONLY 1.

M

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MINIMUM

4"

MINIMUM

4"

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MINIMUM

4"

MINIMUM

4"

M

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M MINIMUM

4"

MINIMUM

4"

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NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

3" 3"

3" 3"

MINIMUM

4"

MINIMUM

4"

MINIMUM

4"

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NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

UP TO 2'-0"

ELEVATION

DETAIL A DETAIL B

WITH SPECIFICATIONS AND CLASSIFICATION TABLES.

ALL CONTRACTOR FURNISHED METALS SHALL BE IN ACCORDANCEB.

MP-HUSKY TYPE PS-2622S SWIVEL JOINT CLAMP.

FOR APPLICATIONS REQUIRING A SWIVEL JOINT USE AA.

3" MINIMUM

2" MAXIMUM

6'-0" MAXIMUM

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3 NOTE 4

NOTE 5

NOTE 6

NOTE 7

NOTE 8

NOTE 9

NOTE 10

NOTE 11

NOTE 12

NOTE 13

D = 2"MIN FOR <2 INCH CONDUIT

D = 3"MIN FOR 2"-6" CONDUIT

PLASTIC, MAGNETIC 3" WIDE.7.

SPACERS6.

#12 GALV IRON TIE DOWN WIRE, MAXIMUM 4'-0" APART.5.

FINISH GRADE4.

COMPACTED EARTH BACKFILL.3.

ABOVE AND 3" BELOW CONDUITS, HAND TAMP.

BACKFILL WITH BEDDING AND PIPE ZONE MATERIAL 3" 2.

2'-0" MINIMUM (< 600 VOLTS) 3'-0 MINIMUM (> 600 VOLTS)1.

NOTES:

GENERAL NOTES:

NOTE 1

NOTE 2

NOTE 3

NOTE 4

NOTE 5

NOTE 6

NOTE 7

AND POWER CONDUIT (? 600V)

COMPACTED EARTH BETWEEN TELECOM CONDUITS

MAINTAIN MINIMUM OF 6" CONCRETE OR 18" OF WELLD.

AND POWER CONDUITS (? 600V)

COMPACTED EARTH BETWEEN TELECOM CONDUITS

MAINTAIN MINIMUM OF 4" CONCRETE OR 12" OF WELL C.

WHERE INDICATED ON DUCT BANK SCHEDULE.

#4/0 GROUND CONDUCTOR, TYPICAL, PROVIDE ONLY B.

IN ACCORDANCE WITH THIS DETAIL.

INCLUDE THREE OR MORE CONDUITS SHALL BE MADE

INSTALLATION OF DIRECT BURIAL DUCT BANKS WHICH A.

DUCT BANK DUCT BANK

CONDUIT SUPPORT FROM STEEL BEAM TYPICAL UNDERGROUND CONDUIT

#4 @ 18" CTRS, VERT LEGS 1'-6" MINIMUM. 4.

REBAR, CONDUIT SEPARATION AND CONCRETE COVER.

FOR LARGER DUCT BANKS, CONTINUE PATTERN OF3.

#4 @ 18" CTRS, VERT LEGS 1'-0" MINIMUM. 2.

ONLY WHERE INDICATED ON DUCT BANK SCHEDULE.

#4/0 COPPER GROUND CONDUCTOR, TYPICAL, PROVIDE1.

AND POWER CONDUIT (? 600V)

COMPACTED EARTH BETWEEN TELECOM CONDUITS

MAINTAIN MINIMUM OF 6" CONCRETE OR 18" OF WELLD.

AND POWER CONDUITS (? 600V)

COMPACTED EARTH BETWEEN TELECOM CONDUITS

MAINTAIN MINIMUM OF 4" CONCRETE OR 12" OF WELL C.

SIDE OF ROADWAY.

UNDER ROADWAYS PLUS 2 FEET ON EITHER

REBAR REINFORCEMENT REQUIRED ONLYB.

DUCT RUNS.

3/4" MINUS, UNDER ALL CONCRETE ENCASED

PROVIDE 6" MINIMUM COMPACTED GRAVEL,A.

AND POWER CONDUIT (? 600V)

COMPACTED EARTH BETWEEN TELECOM CONDUITS

MAINTAIN MINIMUM OF 6" CONCRETE OR 18" OF WELLE.

AND POWER CONDUITS (? 600V)

COMPACTED EARTH BETWEEN TELECOM CONDUITS

MAINTAIN MINIMUM OF 4" CONCRETE OR 12" OF WELL D.

FOR LARGER DUCT BANKS, SEE C3/E-809C.

PLUS 2 FEET ON EITHER SIDE OF ROADWAY.

REBAR REINFORCEMENT REQUIRED ONLY UNDER ROADWAYS B.

ALL CONCRETE ENCASED DUCT RUNS.

PROVIDE 6" MINIMUM COMPACTED GRAVEL, 3/4" MINUS, UNDER A.

ROOF OR FLOOR DECK/SLAB ABOVE UNLESS BRACED TO WALL.

ENGINEER REGISTERED IN THE STATE OF NEW JERSEY. BRACE TO

SYSTEM SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL

GENERAL NOTES, AND LEGEND 1. CONDUIT RACKING AND SUPPORT

SITE SPECIFIC DESIGN CRITERIA ON DRAWING G-008, STRUCTURAL

SIZE SUPPORT RODS, CONNECTIONS AND BRACES AS REQUIRED BY

DETERMINE SPAN AND TYPE OF SUPPORTS, LOCATE SUPPORTS, AND

Z-PURLING MALLEABLE ELECTRO-GALVANIZED C-CLAMP, OR EQUAL. 13.

FRAMING CHANNEL, WELD IN PLACE.12.

COLUMN11.

1/2" DIA MINIMUM CONCRETE ANCHOR, TYPICAL. 10.

PLATE, 1/4" THK x 6" SQ9.

WELD8.

SEE DETAIL A OR B 7.

FRAMING CHANNEL, TYPICAL 6.

ELEVATIONS VARY, SEE PLANS. 5.

FRAMING CHANNEL 4.

NUT AND PLATE WASHER, TYPICAL. 3.

ALL THREADED 1/2" DIA MINIMUM ROD UNISTRUT, UNIROD OR EQUAL.2.

SUPPORT STEEL 1.

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