4 of 6 Advertise Plans_Comite_ Bayou Baton Rouge Rock Chute_Ed 20-001 (08.19.2024).pdf

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New Orleans District

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New Orleans District

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New Orleans District

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New Orleans District

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New Orleans District

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IDENTIFICATION

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New Orleans District

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New Orleans District

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New Orleans District

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R C

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IT

E C

T S

P

L A

N N

E R

S

P R

O G

R

R O J E

C T M

A N

A G

E R

S

F lo o d C o n tr o l, A m it e R iv e r

A n d T ri b u ta ri e s L o u is ia n a

W X

X X

X X -X

X -X -X

X X

X

W P -2

-B

S-155

H

IG

H W

A Y G

U A

R D R

A

IL

M A

S H

(0 -0

-2

(8 O

F

S I

D

D

2 3

C

4 5

A

B

IDENTIFICATION

SHEET

New Orleans District

A N

S I

D

N E

W O

R L E

A N

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O U

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IA

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N E

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R L E

A N

S D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C o m it e R iv e r

B a s in

C o m it e R iv e r

D iv e rs io n P ro je c t

B a y o u B a to n R o u g e R o c k C h u te

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

H -4 -4 -8

D A

T E

D W

N B

Y

D E

S

IG

N E

D B

Y

F

IL

E N

U M

B E

R

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

P L

O T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

C K

D B

Y

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

A P

P R

M A

R K

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

D E

S C

R

IP

T

IO

N

C L

A E

M A

Y

S F

A L L

J S

IM

M O

N S

J S

IM

M O

N S

A U

G U

S T

R E

A D

Y F

O R A

D V

E R

T

IS

E M

E N

T

S S

O C

IA

T E

S

IN

C

E N

G

IN

E E

R S

A

R C

H

IT

E C

T S

P

L A

N N

E R

S

P R

O G

R

R O J E

C T M

A N

A G

E R

S

F lo o d C o n tr o l, A m it e R iv e r

A n d T ri b u ta ri e s L o u is ia n a

W X

X X

X X -X

X -X -X

X X

X

W P -2

-B

S-156

H

IG

H W

A Y G

U A

R D R

A

IL

M A

S H

(0 -0

-2

(9 O

F

S I

D

D

2 3

C

4 5

A

B

IDENTIFICATION

SHEET

New Orleans District

A N

S I

D

N E

W O

R L E

A N

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O U

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IA

N A

N E

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R L E

A N

S D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C o m it e R iv e r

B a s in

C o m it e R iv e r

D iv e rs io n P ro je c t

B a y o u B a to n R o u g e R o c k C h u te

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

H -4 -4 -8

D A

T E

D W

N B

Y

D E

S

IG

N E

D B

Y

F

IL

E N

U M

B E

R

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

P L

O T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

C K

D B

Y

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

A P

P R

M A

R K

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

D E

S C

R

IP

T

IO

N

C L

A E

M A

Y

S F

A L L

J S

IM

M O

N S

J S

IM

M O

N S

A U

G U

S T

R E

A D

Y F

O R A

D V

E R

T

IS

E M

E N

T

S S

O C

IA

T E

S

IN

C

E N

G

IN

E E

R S

A

R C

H

IT

E C

T S

P

L A

N N

E R

S

P R

O G

R

R O J E

C T M

A N

A G

E R

S

F lo o d C o n tr o l, A m it e R iv e r

A n d T ri b u ta ri e s L o u is ia n a

W X

X X

X X -X

X -X -X

X X

X

W P -2

-B

S-157

H

IG

H W

A Y G

U A

R D R

A

IL

M A

S H

(0 -0

-2

(1

O

F

S I

D

D

2 3

C

4 5

A

B

IDENTIFICATION

SHEET

New Orleans District

A N

S I

D

N E

W O

R L E

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S L

O U

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IA

N A

N E

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R L E

A N

S D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C o m it e R iv e r

B a s in

C o m it e R iv e r

D iv e rs io n P ro je c t

B a y o u B a to n R o u g e R o c k C h u te

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

H -4 -4 -8

D A

T E

D W

N B

Y

D E

S

IG

N E

D B

Y

F

IL

E N

U M

B E

R

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

P L

O T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

C K

D B

Y

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

A P

P R

M A

R K

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

D E

S C

R

IP

T

IO

N

C L

A E

M A

Y

S F

A L L

J S

IM

M O

N S

J S

IM

M O

N S

A U

G U

S T

R E

A D

Y F

O R A

D V

E R

T

IS

E M

E N

T

S S

O C

IA

T E

S

IN

C

E N

G

IN

E E

R S

A

R C

H

IT

E C

T S

P

L A

N N

E R

S

P R

O G

R

R O J E

C T M

A N

A G

E R

S

F lo o d C o n tr o l, A m it e R iv e r

A n d T ri b u ta ri e s L o u is ia n a

W X

X X

X X -X

X -X -X

X X

X

W P -2

-B

S-158

H

IG

H W

A Y G

U A

R D R

A

IL

M A

S H

(0 -0

-2

(1

O

F

S I

D

D

2 3

C

4 5

A

B

IDENTIFICATION

SHEET

New Orleans District

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D

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A N

S D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C o m it e R iv e r

B a s in

C o m it e R iv e r

D iv e rs io n P ro je c t

B a y o u B a to n R o u g e R o c k C h u te

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

H -4 -4 -8

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T E

D W

N B

Y

D E

S

IG

N E

D B

Y

F

IL

E N

U M

B E

R

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

P L

O T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

C K

D B

Y

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

A P

P R

M A

R K

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

D E

S C

R

IP

T

IO

N

C L

A E

M A

Y

S F

A L L

J S

IM

M O

N S

J S

IM

M O

N S

A U

G U

S T

R E

A D

Y F

O R A

D V

E R

T

IS

E M

E N

T

S S

O C

IA

T E

S

IN

C

E N

G

IN

E E

R S

A

R C

H

IT

E C

T S

P

L A

N N

E R

S

P R

O G

R

R O J E

C T M

A N

A G

E R

S

F lo o d C o n tr o l, A m it e R iv e r

A n d T ri b u ta ri e s L o u is ia n a

W X

X X

X X -X

X -X -X

X X

X

W P -2

-B

S-159

H

IG

H W

A Y G

U A

R D R

A

IL

M A

S H

O F F -S

Y S

T E

M B

R

ID

G E A

P P

L

IC

A T

IO

S I

D

D

2 3

C

4 5

A

B

IDENTIFICATION

SHEET

New Orleans District

A N

S I

D

N E

W O

R L E

A N

S L

O U

IS

IA

N A

N E

W O

R L E

A N

S D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C o m it e R iv e r

B a s in

C o m it e R iv e r

D iv e rs io n P ro je c t

B a y o u B a to n R o u g e R o c k C h u te

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

H -4 -4 -8

D A

T E

D W

N B

Y

D E

S

IG

N E

D B

Y

F

IL

E N

U M

B E

R

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

P L

O T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

C K

D B

Y

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

A P

P R

M A

R K

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

D E

S C

R

IP

T

IO

N

C L

A E

M A

Y

S F

A L L

J S

IM

M O

N S

J S

IM

M O

N S

A U

G U

S T

R E

A D

Y F

O R A

D V

E R

T

IS

E M

E N

T

S S

O C

IA

T E

S

IN

C

E N

G

IN

E E

R S

A

R C

H

IT

E C

T S

P

L A

N N

E R

S

P R

O G

R

R O J E

C T M

A N

A G

E R

S

F lo o d C o n tr o l, A m it e R iv e r

A n d T ri b u ta ri e s L o u is ia n a

W X

X X

X X -X

X -X -X

X X

X

W P -2

-B

S-160

O B J E

C T M

A R

K E

R S A

N D

D E

A D E

N D R

O A

D I

N S

T A

L L

A T

IO

N

H S -0

S I

D

D

2 3

C

4 5

A

B

IDENTIFICATION

SHEET

of Engineers

US Army Corps of Engineers

New Orleans District

S I

D

N E

W O

R L E

A N

S L

O U

IS

IA

N A

N E

W O

R L E

A N

S D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C o m it e R iv e r

B a s in

C o m it e R iv e r

D iv e rs io n P ro je c t

B a y o u B a to n R o u g e R o c k C h u te

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

H -4 -4 -8

D A

T E

D W

N B

Y

D E

S

IG

N E

D B

Y

F

IL

E N

U M

B E

R

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

P L

O T S

C A

L E

S

IZ

E

F

IL

E N

A M

E

C K

D B

Y

S U

B M

IT

T E

D B

Y

P L

O T D

A T

E

D A

T E

A P

P R

M A

R K

D E

S C

R

IP

T

IO

N M

A R

K A

P P

R

D A

T E

D E

S C

R

IP

T

IO

N

C L

A E

M A

Y

S F

A L L

J S

IM

M O

N S

J S

IM

M O

N S

A U

G U

S T

R E

A D

Y F

O R A

D V

E R

T

IS

E M

E N

T

S S

O C

IA

T E

S

IN

C

E N

G

IN

E E

R S

A

R C

H

IT

E C

T S

P

L A

N N

E R

S

P R

O G

R

R O J E

C T M

A N

A G

E R

S

F lo o d C o n tr o l, A m it e R iv e r

A n d T ri b u ta ri e s L o u is ia n a

W X

X X

X X -X

X -X -X

X X

X

W P -2

-B

DEAD LOAD NOTES

8' MIN. (MANDATORY) 8' MIN. (MANDATORY)

C/L TEST PILE

C /L T

E S

T P

IL

E

N U

M B

E R S

P A

C

IN

G A

N D L

E N

G T

H O

F

S U

P P

O R

T P

IL

E S V

A R

IE

S W

IT

H

D E

A D L

O A

D R

E Q

U

IR

E M

E N

T S

C/L

8' MIN. (MANDATORY) 8' MIN. (MANDATORY)

C/L

SECTION A

SECTION B

PLAN

TEST APPARATUS

A B

A B

DEAD LOAD

ELEVATION

LOADING FRAME

MANDATORY TEST APPARATUS NOTES:

NOTE:

2. READINGS ON THE OPPOSITE SIDES OF THE PILE ARE NECESSARY.

1. LOADING FRAME SHOWN WITHOUT DEAD LOAD.

MANDATORY LOADING FRAME NOTES:

TO THE CONTRACTING OFFICER FOR APPROVAL.

RESPONSIBILITY OF THE CONTRACTOR AND MUST BE SUBMITTED

5. DESIGN OF THE TEST APPARATUS PILE SET-UP IS THE

TEMPERATURE VARIATIONS.

SHALL BE FREE TO MOVE AS THE LENGTH OF THE BEAMS CHANGE WITH

4. IF STEEL REFERENCE BEAMS ARE USED, ONE END OF EACH BEAM

IN LIEU OF THE LOADING FRAME. (SEE SPECIFICATIONS)

THE CONTRACTOR HAS THE OPTION OF USING REACTION PILES

BOX SHOWN IN SECTION A

DEAD LOAD. EXAMPLE OF WEIGHTED-

HAND THAT WILL RESULT IN REQUIRED

BOX METHOD OR MATERIAL ON

CONTRACTOR CAN USE WEIGHTED-

DEAD LOAD WEIGHT OPTIONAL,

SOIL OR STEEL)

(WATER, ROCK, CONCRETE,

EQUIPMENT FROM THE DIRECT EFFECTS OF THE WEATHER.

INSTALLED BY THE CONTRACTOR TO PROTECT THE MEASURING

3. A TARPAULIN OF MINIMUM DIMENSION 12' X 12' SHALL BE

PARTICULAR DEAD LOAD TEST.

2. CONTRACTOR TO PROVIDE PILE LAYOUT FOR EACH

WITH CHAINS AND BINDERS.

3. SECURE DEAD WEIGHT LOAD TO LOADING FRAME

MOVEMENT WILL BE AWAY FROM THE BEAM.

AND ON THAT SIDE OF THE REFERENCE BEAM WHERE THE

RESTING ON THE REFERENCE BEAM IN THE COMPRESSED POSITION

1. DIAL GAGE SHOULD BE ATTACHED TO THE PILE WITH THE STEM

CONTRACTING OFFICER FOR APPROVAL.

OF THE CONTRACTOR AND MUST BE SUBMITTED TO THE

4. DESIGN OF THE LOADING FRAME IS THE RESPONSIBILITY

SEE NOTE 4

FOR TEST LOAD

REACTOR BEAM

BEARING PLATE

SUPPORT PILE

TYPICAL WIDE FLANGE ASSEMBLY

FOR GIRDER

SUPPORT BEAM

BLOCKING

SUPPORT BEAM

SUPPORT PILE

GROUND SURFACE

BOTTOM BEARING PLATE

TOP BEARING PLATE LOADING FRAME

(STEEL OR WOOD)

REFERENCE BEAM

STIFFENER PLATES

REACTOR BEAM WITH

SIDES OF PILE

LOCATED OPPOSITE

DIAL GAGE ASSEMBLY

GAGE LOAD CELL

ELECTRICAL STRAIN

HEAD

SELF-LEVELING BEARING

HYDRAULIC JACK WITH

(SEE NOTE)

DEAD LOAD

SUPPORT

REFERENCE BEAM

ON DWG. X )

(FOR TIP EL. SEE SCHEDULE

TEST PILE

GROUND SURFACE

SUPPORT PILES

SUPPORT BEAM

LOAD-FRAME MEMBERS

TEST PILE

GROUND SURFACE

LOADING FRAME MEMBERS

STIFFENER PLATES

TOP BEARING PLATE

ELECTRICAL STRAIN GAGE LOAD CELL

BOTTOM BEARING PLATE

FIXED END

SELF-LEVELING BEARING HEAD

HYDRAULIC JACK WITH

FOR TEST LOAD

REACTOR BEAMS

SUPPORT

REFERENCE BEAM

BEAM FOR SMOOTH SURFACE

MIRROR TAPED TO REFERENCE

OPPOSITE SIDES OF PILE

DIAL GAGE ASSEMBLY LOCATED

(STEEL OR WOOD)

REFERENCE BEAM

FOR RIGIDITY

CROSS-CONNECTIONS

OF PROVIDING DEAD LOAD MATERIAL.

WEIGHTED-BOX ALTERNATIVE MEANS

MEMBERS

LOADING FRAME

S-161

P

IL

IN

G D

E T

A

IL

S

C O

M P

R E

S S

IO

N P

IL

E T

E S

J

G R

E G

O R

N .T .S

E-001

M F

IN

E

M

D U

R N

IN

G

H E -0

.d g n

X

Y

S

Sm

G

PB

Y

Sm

Y

Sm

TP

XXX

AFF, UON

RECEPTACLE, DUPLEX, NEMA 5-20R, WITH INTEGRAL

GROUND FAULT CIRCUIT INTERRUPTER. MOUNT RECEPTACLE

DISCONNECT SWITCH

CONDUIT AND/OR WIRING HOMERUN TO PANEL, TERMINAL

MOTOR STARTER OR LIGHTING

CONTACTOR, SURFACE MOUNTED

COMBINATION MOTOR STARTER, AND DISCONNECT

SWITCH, SURFACE MOUNTED

SWITCHBOARD. SYMBOL SIZE DENOTES

MAXIMUM EQUIPMENT SIZE

GROUND ROD

CONDUIT AND WIRING TURNING DOWN

CONDUIT AND WIRING TURNING UP

CONDUIT STUB OFF BELOW GROUND, CAPPED, UON

KEYED NOTE. NUMBER IN POSTION "Y"

MATCHES NOTE NUMBER

CONDUIT AND WIRING RUN, UNDERGROUND

WIRING CONTINUATION

SWITCH, TOGGLE, WALL MOUNTED,

SWITCH, MOTOR RATED, WITH THERMAL OVERLOADS

MOTOR LOAD. HORSEPOWER MAY BE SHOWN IN POSITION "X"

GENERATOR

WATTHOUR METER

DETAIL, SECTION, PLAN, OR VIEW REFERENCE SYMBOL.

IN POSITION "X" IS THE DETAIL IDENTIFIER LETTER.

IN POSITION "Y" IS THE SHEET NUMBER WHERE DETAIL IS

SHOWN OR SHEET NUMBER WHERE DETAIL IS FIRST REFERENCED.

POLE

FLUORESCENT, SURFACE OR PENDANT, CEILING MOUNTED

FIXTURE, WALL MOUNTED

FIXTURE, SURFACE OR PENDANT, CEILING MOUNTED

X

Y

WH

TRANSFORMER, PAD MOUNTED. KVA RATING MAY BE DISPLAYED

NEXT TO SYMBOL.

EMERGENCY LIGHT SET, SURFACE MOUNTED.

POWER TRANSFORMER. KVA RATING, WINDING VOLTAGES, AND

CONNECTIONS ARE SHOWN NEXT TO SYMBOL.

GROUNDING CONNECTION. WHEN USED WITH TRANSFORMER

GROUNDED WYE WINDING CONNECTION

RELAY OR CONTACTOR CONTACTS

SEPARABLE CONNECTOR OR CONNECTION FOR DRAWOUT

ASSEMBLIES

CONDUCTOR CONNECTION

DELTA WINDING CONNECTION

CONNECTION

SHOWN NEXT TO SYMBOL.

SHOWN NEXT TO SYMBOL.

QUANTITY OF POLES [P] SHOWN NEXT TO SYMBOL.

SWITCH, DISCONNECT, NON-FUSED, LOAD BREAK. CONTINUOUS

SHOWN NEXT TO SYMBOL.

SWITCH, DISCONNECT, FUSED, LOAD BREAK, FUSE AMPERE

NEXT TO SYMBOL.

MOTOR THERMAL OVERLOAD PROTECTOR

SYMBOL

SYMBOL IT DENOTES A NEUTRAL GROUNDING

POTENTIAL TRANSFORMER. PRIMARY TO SECONDARY RATIO

CURRENT TRANSFORMER. PRIMARY TO SECONDARY RATIO

FUSE, AMPERE RATING AND FUSE TYPE SHOWN

CIRCUIT BREAKER, MOLDED CASE, TRIP CURRENT AND

RATING AND FUSE TYPE SHOWN NEXT TO SYMBOL.

CURRENT RATING AND QUANTITY OF POLES

CAPACITOR BANK. TOTAL KVA RATING SHOWN NEXT TO

CONTACTOR OR RELAY COIL. LETTER(S) INSIDE OF SYMBOL MATCH

CONTACTS CONTROLLED.

GENERATOR. KW OR KVA RATING MAY APPEAR NEXT TO SYMBOL.

EQUIPMENT ENCLOSURE

1. BRANCH CIRCUIT NUMBERS MAY BE SHOWN NEXT TO SYMBOLS

3. SYMBOL ORIENTATION DOES NOT IMPLY DEVICE OR EQUIPMENT

4. SYMBOL SIZE DOES NOT IMPLY EQUIPMENT SIZE, UON.

2. EQUIPMENT IDENTIFIERS, MATCHING THOSE IN EQUIPMENT

IN MULTIWIRE CIRCUITS.

SCHEDULES, ARE DISPLAYED INSIDE OF BRACKETS [ ].

NEUT NEUTRAL

NORMALLY OPEN

PNL PANELBOARD

PVC POLYVINYL CHLORIDE

SPECS CONTRACT SPECIFICATIONS

SWBD SWITCHBOARD

UON UNLESS OTHERWISE NOTED

VOLTS

WATTS

W/ WITH

PHASE

1/C SINGLE CONDUCTOR CABLE

THREE CONDUCTOR CABLE3/C

TELEPHONE BACKBOARDTB

NIC

PHOTOELECTRICPE

REQUIREDREQ'D

SPACE

SPARE

PHASEPH

UNDERWRITERS LABORATORIESUL

V

VOLT AMPERES

SB

REA

S/N SOLID NEUTRAL

NOT IN THIS CONTRACT

SPACE(S) ONLY (NO BREAKER OR DEVICE)

SPARE BREAKER OR DEVICE

VA

RGS RIGID GALVANIZED STEEL CONDUIT

POWER

NEMA

CC

CL CURRENT LIMITING

EMCS

GND GROUND

HPS HIGH PRESSURE SODIUM

MFR MANUFACTURER

MTD MOUNTED

MTG MOUNTING

N.C. NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

CT

CIRCUIT BREAKER

CIRCUITCKT

FLA

HERTZHZ

KILOVOLT AMPERESKVA

KWH KILOWATT HOURS

KILOVOLTSKV

GFCI

CO CONDUIT ONLY

MINIMUMMIN

L-L LINE TO LINE

L-N LINE TO NEUTRAL

CB

PANELBOARD, SURFACE MOUNTED

P

RURAL ELECTRIFICATION ADMINISTRATION

W

RECEPTACLE, DUPLEX OUTLET NEMA 5-20R, 18"

42" AFF UNLESS OTHERWISE NOTED.

PRIMARY PULL BOX

ORIENTATION, UNLESS NOTED AS SUCH.

SYSTEM

ENERGY MONITORING AND CONTROL

INSTALLED

GOVERNMENT FURNISHED CONTRACTOR

MANUFACTURERS ASSOCIATION

NATIONAL ELECTRICAL

DIRECT CURRENT

CURRENT TRANSFORMER

EG EQUIPMENT GROUND

FULL LOAD AMPS

MCC MOTOR CONTROL CENTER

NORMALLY CLOSED

OH OVERHEAD

NOTC

NC

NO

NORMALLY OPEN TIMED TO CLOSE

PF POWER FACTOR

PT POTENTIAL TRANSFORMER

SHORTING BLOCK

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

RECEPTACLE, SINGLE, SPECIAL PURPOSE

(SINGLE POLE SINGLE THROW). MOUNT 48" AFF, UON

S2 TWO WAY SWITCH, MOUNT 48" AFF, UON

DUAL RJ-45 CONNECTORS

COMMUNICATIONS OUTLET, MOUNTED 18" AFF, UON.,

AUDIBLE PRE-PUMP ALARM HORNH

BOARD, OR CONTROLLER.

LSIG

GROUND TRIP FUNCTIONS

LONG, SHORT, INSTANTANEOUS, AND

CIRCUIT BREAKER WITH ADJUSTABLE

NTS NOT TO SCALE

OIT OPERATOR INTERFACE TERMINAL

PLC PROGRAMMABLE LOGIC CONTROLLER

STP

SS STAINLESS STEEL

SHIELDED TWISTED PAIR

TERMINAL

PILOT LAMP, LETTER INSIDE DESIGNATES COLOR

SELECTOR SWITCH

TORQUE OR LIMIT SWITCH

JUNCTION BOX

PULL BOX

PTZ

CCTV CAMERA WITH PTZ FUNCTIONS

LS LEVEL (FLOAT) SWITCH

RESISTIVE LOAD

HS

LIT

LSL

TAS

UC

YS

CURRENT TRANSMITTERIT

YAS

LSH

ZC

TE

LE

HAND SWITCH

LEVEL ELEMENT

LEVEL INDICATING TRANSMITTER

LEVEL SWITCH HIGH

LEVEL SWITCH LOW

TEMPERATURE ALARM SWITCH

TEMPERATURE ELEMENT

AUTO CONTROL

XAS SEAL LEAK ALARM SWITCH

ALARM EVENT SWITCH

EVENT SWITCH

POSITION CONTROL

ZCC POSITION CONTROL - CLOSED

ZCO POSITION CONTROL - OPEN

LS LEVEL SWITCH

AIR TERMINALA

TT TEMPERATURE TRANSMITTER

DISCRETE INPUT TO PLC

DISCRETE OUTPUT TO PLC

ANALOG INPUT FROM PLC

ANALOG OUTPUT FROM PLC

ANALOG SIGNAL

DISCRETE SIGNAL

MOTOR

FIELD DEVICE

INSTRUMENTATION SYMBOLS

A

AFF ABOVE FINISHED FLOOR

AWG AMERICAN WIRE GAGE

A/R AS REQUIRED

ALTERNATING CURRENTAC

AIC SYMMETRIAL AMPS INTERRUPTING CAPACITY

AMPERES

AT AMPERE TRIP

AF AMPERE FRAME

C

CAPACITOR CONTACTOR

CONTACTOR

KW KILOWATT

DWG DRAWING

DC

PLAN LEGEND: INSTRUMENT/DEVICE LEGEND ONE-LINE AND CONTROL SCHEMATIC LEGEND ABBREVIATIONS (CONTINUED)

ELECTRICAL ABBREVIATIONS

LEGEND NOTES:

FIXTURE IN SCHEDULE)

(LETTER BESIDE FIXTURE IDENTIFIES

LIGHTING FIXTURE LEGEND

P U

M P S

T A

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C T

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HEIGHT OF ITEM AFF LEVEL

USED WITH A NUMERAL, WHICH INDICATES

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IDENTIFICATION

SHEET

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E a s t

B a to n R o u g e P a ri s h L o u is ia n a

New Orleans District of Engineers

US Army Corps

C o m it e R iv e r

D iv e rs io n P ro je c t

H -4 -4 -8

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P L

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C o m it e R iv e r

B a s in

F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a

A U

G U

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.d g n

ANY OBSTRUCTIONS OR OPENINGS.

9. CONTROL PANEL SHALL BE PLACED MIN. 72" FROM

TO REQUIRED NEMA.

8. ENCLOSURE WILL BE FACTORY WIRED AND CONFORM

ATTACHED TO THE INSIDE OF THE FRONT DOOR.

7. A PLASTIC COVERED WIRING DIAGRAM WILL BE

BY CLIP-ON PERMANENT PLASTIC WIRE MARKERS.

6. CONTROL WIRING WILL BE MARKED AT BOTH ENDS

PLATES.

DEVICES SHALL BE EQUIPPED WITH PHENOLIC NAME

5. ALL CIRCUIT BREAKERS AND DEAD FRONT MOUNTED

OUTSIDE OF ENCLOSURE.

4. NUTS, BOLTS & SCREWS WILL NOT BE VISIBLE FROM

3. ALL NUTS, BOLTS, SCREWS AND HINGES WILL BE 316 S.S.

2. CONSTRUCTION WILL BE NEMA 4X.

WELDED AND REINFORCED WHERE REQUIRED.

INTERIOR 14 GA. COLD ROLLED STEEL ELECTRICALLY

1. EXTERIOR 12 GA. 316 S.S. WITH NO-GLARE FINISH AND

ENCLOSURE CONSTRUCTION NOTES:

ON AT 380°F.

ELECTROSTATICALLY APPLIED AND BAKED

6. FINISH SHALL BE POLYESTER DRY POWDER,

SURFACES 120°F.

5. INHIBITIVE RINSE TO SEAL PHOSPHATED

4. CLEAR WATER RINSE.

3. IRON PHOSPHATE APPLICATION 150°F.

2. CLEAR WATER RINSE.

1. ALKALINE CLEANER 160°F.

USING DIPTANKS:

FIVE STAGES OF METAL PREPARATION

*PAINT INTERIOR COMPONENTS ONLY*

POLY-PORC COATING SYSTEM

P U

M P S

T A

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A L N

O T

E S

REVISION OF REFERENCED DOCUMENT AT THE TIME PROJECT IS RELEASED TO BID.

21. ALL SPECIFICATION REFERENCES TO CODES AND STANDARDS ARE UNDERSTOOD TO BE TO THE LATEST

WITNESSED AND DOCUMENTED.

BEFORE FINAL TESTING AND COMMISSIONING MAY BE SCHEDULED. ACCEPTANCE TESTING MUST BE

TESTING PROCEDURE FOR EACH SYSTEM COMPONENT AND A SYSTEM FUNCTION TEST MUST APPROVED

SPECIFICATIONS FOR ELECTRICAL POWER EQUIPMENT AND SYSTEMS". THE INSPECTION AND

ACCORDANCE WITH THE LATEST REVISION OF ANSI/NETA "STANDARD FOR ACCEPTANCE TESTING

20. CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW AN ACCEPTANCE TESTING PLAN IN

AIR CONDITIONER NOT SHOWN IN DRAWING.

AIR CONDITIONER SYSTEM SUBMITTAL MUST INCLUDE MANUFACTURER'S BTU SIZING CALCULATIONS.

ALARMS FOR REMOTE MONITORING. UNIT MUST BE UL LISTED AND COME WITH A 5-YEAR WARRANTY.

INSIDE THE ENCLOSURE BEING PROTECTED, ALLOW FOR USER CONFIGURATION OF SET POINTS AND

AT 120V, BE MOUNTED IN AN NEMA 4X STAINLESS STEEL ENCLOSURE, INCLUDE THERMOSTAT MOUNTED

UP TO 130 DEGREES F. IF REQUIRED, THEN THE CLOSED LOOP AIR CONDITIONER SYSTEM MUST OPERATE

REMOVE HEAT WHERE REQUIRED BY ELECTRONICS NOT RATED FOR OPERATION IN TEMPERATURES

CONTAINING VFDS. CONTROL PANELS SHALL ALSO BE REQUIRED TO INCLUDE AIR CONDITIONING TO

19. BATON ROUGE SPECIFICATION SECTION 806-21 REQUIRES AN AIR CONDITIONER FOR ENCLOSURES

PUMPS AND SERVICE AMPERAGE.

THE SIZE AND NUMBER OF ENCLOSURE SECTIONS MAY VARY BASED ON THE SIZE AND NUMBER OF

18. THE CONTROL PANEL SHOWN IS TYPICAL OF 100 AMP SERVICE ON A DUPLEX PUMP STATION.

17. LEAVE 12" X 12" SPACE FOR FUTURE INSTALLATION OF RADIO MODEM AND ANTENNA.

CIRCUIT BREAKERS ARE TO BE DETERMINED BY HORSEPOWER ON PUMP SELECTION.

16. SIZE OF MAIN SERVICE, CONDUCTORS, MOTOR STARTERS, MOTOR CIRCUIT BREAKER (MCB) AND

SHALL BE 480 VAC.

15. CONDUIT SIZE ON PUMP LEADS TO BE DETERMINED BY MOTOR LEAD SIZE. ALL MOTORS OVER 15HP

14. PVC COATED RIGID STEEL CONDUIT SHALL BE IN ACCORDANCE WITH SECTION 805.

125 VOLTS SHALL BE GIVEN A MEGGER TEST.

13. ALL CABLES AND LEADS SHALL BE TESTED FOR CONTINUITY AND POWER LEADS FOR SERVICE ABOVE

12. 600 VOLT WIRE AND CABLE SHALL BE USED.

SEASON RESISTANCE OF THE SYSTEM SHALL NOT EXCEED FIVE OHMS.

TEST EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER, DRY

11. THE CONTRACTOR SHALL TEST AND DOCUMENT THE GROUND RESISTANCE OF THE SYSTEM, ALL

OUTER FINISH THAT IS ORANGE PER ARTICLE 110.15 OF THE NATIONAL ELECTRIC CODE.

10. THE PHASE CONDUCTOR WITH THE HIGHER VOLTAGE TO GROUND SHALL BE IDENTIFIED WITH AN

THE NATIONAL ELECTRIC CODE FOR CLASS 1 DIVISION 1 LOCATIONS.

9. ALL CONDUITS LEAVING THE WET WELL SHALL BE SEALED IN ACCORDANCE WITH ARTICLE 501 OF

8. MINIMUM CONDUIT SIZE IS 3/4".

AND ALL OTHER ELECTRICAL EQUIPMENT USED OUTDOORS SHALL BE OF NEMA 4X CONSTRUCTION.

7. CONTROL PANEL ENCLOSURE TO BE NEMA 4X CONSTRUCTION. JUNCTION BOXES, RECEPTACLES

FEED AND ALL SUBCOMPONENTS.

6. SURGE PROTECTION AND PHASE FAILURE PROTECTION SHALL BE PROVIDED FOR THE MAIN POWER

LONG RADIUS 90° BENDS SHALL BE USED AND THE NUMBER OF BENDS SHALL BE MINIMIZED.

CONDUITS, SERVICES, FITTINGS, GROUND RODS, AREA LIGHTING, CONTROL PANELS, SUPPORTS, ETC.

TO THE ENGINEER FOR REVIEW COVERING PROPOSED LOCATIONS, MOUNTING, AND ROUTING FOR ALL

5. BEFORE INSTALLATION, THE ELECTRICAL CONTRACTOR SHALL SUBMIT DETAILED LAYOUT DRAWINGS

OF ALL ELECTRICAL EQUIPMENT. (I.E. CONTROL PANELS, SERVICE POLE, AREA LIGHTING, ETC.)

COMPANY, OWNER AND ENGINEER TO ENSURE THE TIMELY DELIVERY AND PROPER INSTALLATION

MECHANICAL SHOP DRAWINGS AND COORDINATE WITH THE MECHANICAL CONTRACTOR, POWER

THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL SIZES, LOCATIONS, REVIEW ALL

4. LOCATIONS OF SERVICE POLE, CONDUITS, BOXES, FITTINGS ETC. ARE DIAGRAMMATIC. IT SHALL BE

APPROVED BY THE OWNER'S REPRESENTATIVE DURING CONSTRUCTION.

ALL EQUIPMENT AND ROUTING OF CABLES AND CONDUITS SHALL BE COORDINATED WITH AND

ROUTING AND EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY. THE EXACT LOCATION OF

3. ALL EQUIPMENT LOCATION SHALL BE VERIFIED IN THE FIELD WITH MECHANICAL TRACES. CONDUIT

CODE.

SHALL BE CONNECTED TO THE GROUNDING SYSTEM PER ARTICLE 250 OF THE NATIONAL ELECTRIC

2. THE CONDUIT SYSTEM, ALL ELECTRICAL EQUIPMENT, ALL STEEL STRUCTURES, MOTOR FRAMES, ETC.

NATIONAL ELECTRIC CODE.

1. ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE

GENERAL CONSTRUCTION NOTES:

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IDENTIFICATION

SHEET

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P S O

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B a to n R o u g e P a ri s h L o u is ia n a

New Orleans District of Engineers

US Army Corps

C o m it e R iv e r

D iv e rs io n P ro je c t

H -4 -4 -8

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B a y o u B a to n R o u g e R o c k C h u te

P L

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A T

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C o m it e R iv e r

B a s in

F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a

A U

G U

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200+00

203+00

14+00

15+00

16+00

17+00

C

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SCALE: 1" = 20'

20' 20' 40' 60' 80'

J

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NOTES:

J

G R

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O R

1.

2.

3.

4.

5.

6.

7.

8.

9.

CONDUIT END AROUND CABLE WITH ELECTRICAL PUTTY.

CONDUCTORS ROUTING THROUGH FOUNDATIONS. SEAL ABOVE GRADE

USE 1" SCHEDULE 80 PVC CONDUIT FOR ALL GROUNDING ELECTRODE

INFORMATION.

SIZES IF NEEDED FOR LARGER RATING. SEE NOTE 7 ON E-005 FOR MORE

ON MAIN DISTRIBUTION PANEL MAIN BREAKER SIZE; ADJUST CONDUCTOR

SERVICE ENTRANCE CONDUCTORS SHOWN ARE BASED ON 100A RATING

PUMP STATION WILL HAVE TWO PUMPS AND NO GENERATOR.

ALL EXTERNAL ENCLOSURES NEMA 4X STAINLESS STEEL, UON.

OBSTRUCTIONS.

A MINIMUM OF 72" FROM FACE OF EQUIPMENT ENCLOSURES TO ANY

INCLUDED ON E-007. ALIGN FACE OF EQUIPMENT ENCLOSURES; PROVIDE

PROVIDE A DUAL PUMP CONTROL PANEL; SEE TYPICAL DETAIL SHEET

AND WET WELL; SEE TYPICAL DETAIL SHEET INCLUDED ON E-008.

PROVIDE DIRECT BURIED CONDUITS BETWEEN TERMINAL JUNCTION BOX

PROVIDE A TERMINAL JUNCTION BOX NEXT TO THE PUMP CONTROLLER;

PAD. SEE SHEET E-011 FOR ADDITIONAL DETAILS.

5' FROM SECURITY FENCE AND NO CLOSER THAN 2' FROM EQUIPMENT

INSTALL TWO SITE SECURITY LIGHTS. INSTALL POLES NO CLOSER THAN

10.

LIGHT POLE WITH BARE, #2 TINNED COPPER CABLE.

WITH BARE, SOLID, TINNED, #6 COPPER CABLE. BOND THE RING TO EACH

THE POWER AND CONTROL EQUIPMENT TO THE RING IN TWO LOCATIONS

TWO LOCATIONS WITH BARE, SOLID, TINNED #6 COPPER CABLE; BOND

GROUND INSPECTION WELL. BOND THE RING TO SECURITY FENCE IN

INCLUDES FIVE 10' X 3/4" COPPER CLAD STEEL GROUND RODS AND ONE

INSTALLED TO A MINIMUM DEPTH OF 12" BELOW GRADE; GROUND RING

GROUND RING SHALL CONSIST OF BARE #2/0 TINNED COPPER CABLE

REQUIREMENTS.

SEE SHEET C-122 FOR FENCE DETAILS, INCLUDING GROUNDING

SWITCH AT BASE OF POLE.

INSTALLED NON-FUSED SERVICE ENTRANCE RATED DISCONNECT

PROPOSED POLE MOUNTED UTILITY TRANSFORMER AND CONTRACTOR

EXISTING CARNEY RD. R.O

.W.110'

12'

COMM. LINE

EXISTING

C/L CARNEY RD.

OF PAVEMENT

EXISTING EDGE

WATER MAIN

EXISTING

GAS LINE

EXISTING NATURAL

LINE (TYP.)

RIGHT OF WAY

OF PAVEMENT

EXISTING EDGE

EXISTING 18" RCP

FLOWLINE

EXISTING DITCH

TOP OF EXISTING BANK

COMM. BOX

EXISTING

C A

R N

E Y R

D

HYDRANT

EXISTING FIRE

HEADWALL

CONCRETE

RIPRAP

FOR LAYOUT

SEE SHEET C-103

PUMP STATION PAD,

C-001 TO C-058

SEE SHEETS

GUIDE CHANNEL,

10' DIA. WET WELL

SEE NOTE 2

SECURITY FENCE,

6' HIGH CHAIN LINK

NOTE 6

PANEL, SEE

CONTROL

SEE NOTE 5

JUNCTION BOX,

TERMINAL

SEE NOTE 3

GROUND RING,

SEE NOTE 4

TYPICAL OF 2,

SECURITY LIGHT,

DRIVEWAY

C/L EXISTING

TO BE REMOVED

EXISTING UTILITY POLE

TO BE REMOVED

UTILITY LINE

EXISTING OVERHEAD

TO BE REMOVED

UTILITY LINE

EXISTING OVERHEAD

STA. 100+14.56

OF CARNEY ROAD,

MATCH EXISTING EDGE

TO REMAIN

UTILITY LINE

EXISTING OVERHEAD

TO BE REMOVED

UTILITY LINE

EXISTING OVERHEAD

TO BE REMOVED

UTILITY LINE

EXISTING OVERHEAD

TO REMAIN

UTILITY LINE

OVERHEAD

EXISTING

(TYP.)

STRUTURE

EXISTING

ACCESS ROAD

PUMP STATION

C/L EXISTING

SWING GATE

15' DOUBLE-LEAF

SEE NOTE 1

POLE TO REMAIN,

POWER UTILITY

EXISTING OVERHEAD

NOTE 5

SHEET E-006,

CONDUITS SEE

BELOW GRADE

SEE NOTE 4

TYPICAL OF 2,

SECURITY LIGHT,

WELL, SEE NOTE 3

GROUND INSPECTION

SWING GATE

15' DOUBLE-LEAF

SEE NOTE 9

4#1, 1#8G, 80 PVC WITH

3" SCHEDULE

E 3321659.84 N 771535.65

STA. 100+00.00

C/L DRIVEWAY

STA. 15+85.43 =

C/L CARNEY RD.

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IDENTIFICATION

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B a to n R o u g e P a ri s h L o u is ia n a

New Orleans District of Engineers

US Army Corps

C o m it e R iv e r

D iv e rs io n P ro je c t

H -4 -4 -8

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.d g n

120/240V, 1PH

LP PANEL

18 CIRCUIT

LP *

E

D

SPARE

A B C

RELAY

FAILURE

PHASE

H

G

FHP HP

LA

ARRESTOR

LIGHTING

SHEET E-005

SEE NOTE 4

B

C

AA

BB

C

N N

4-WIRE

3-PHASE

480 VOLT

H

ONE DUTY AND ONE STAND-BY

PUMPS

SPARE

FOUR BLANK SPACES, MIN.

S/N

C

480/120-240V

1PH

T1

SHEET E-005

SEE NOTE 1

SOCKET,

7-JAW METER

FOR SIZE

SHEET E-005

SEE TABLE E-1

DISCONNECT,

MAIN

SEE TABLE E-1 ON SHEET E-005

FOR NOTES AND EQUIPMENT DESIGNATION

ROW "A" IN TABLE E-1 ON SHEET E-005 FOR EQUIPMENT RATINGS.

AND SEE NOTE 7 ON SHEET E-003, NOTE 4 ON SHEET E-005,

MAIN DISTRIBUTION PANEL - 480V, 3PH, 3W BUS,

A C

X00

X00

0XX

0XX

B

XX0

XX0

00X

00X

AT BASE OF UTILITY POLE

DISCONNECT SWITCH

ENTRANCE RATED

NON-FUSED SERVICE

H

SIZE 3

M1

AC

X00

X00

0XX

0XX

B

XX0

XX0

00X

00X

H

SIZE 3

M1

-1

A

M P C

T -S

-1

A

M P C

T -S

STARTER RATING (TYP)

TO SUIT MOTOR

SIZE BREAKER

E-005

ON SHEET

805-08

SEE DWG.

AMPERMETER

TO PUMP

E-005

ON SHEET

805-08

SEE DWG.

AMPERMETER

TO PUMP

ON SHEET E-013

SEE DWG. I-4

TO PLC ALARM INPUT

TO CENTER

RETURN

SPRING

SS1

TO CENTER

RETURN

SPRING

SS1

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4 5

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O

IDENTIFICATION

SHEET

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

New Orleans District of Engineers

US Army Corps

C o m it e R iv e r

D iv e rs io n P ro je c t

H -4 -4 -8

M

IS

S

IS

S

IP

P I

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E R D

IV

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A N

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IS

T R

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N E

W O

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A N

S L

A

A N

S I

D

B a y o u B a to n R o u g e R o c k C h u te

P L

O T D

A T

E

C o m it e R iv e r

B a s in

F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a

A U

G U

S T

W P -2

-B -0

W X

X X

X X -X

X -X -X

X X

X H

N T

B C

O R

P

R E

A D

Y F

O R A

D V

E R

T

IS

E M

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G R

E G

O R

N .T .S

E-005

M F

IN

E

M

D U

R N

IN

G

LP = LIGHTING PANEL

LT = LIGHTING TRANSFORMER

PFR = PHASE FAILURE RELAY

SPD = SURGE PROTECTION DEVICE

VFD = VARIABLE FREQUENCY DRIVE

LEGEND:

TABLE E-1

PUMP STATION

DESIG. ITEM DESCRIPTION ITEM VALUE UNITS

A

B

C

D

E

F

G

H

UTILITY SHORT CIRCUIT RATING

PUMP MOTOR BREAKER SIZE

PUMP MOTOR SIZE

TRANS T1 SIZE

TRANS T1 PRIMARY CIRCUIT BREAKER

KAIC

AMPS

AMPS

AMPS

AMPS

KVA

KVA

HP

15/1

15/1

15/1

PANEL: LP1

AIC RATING 24 KAIC

DESCRIPTION

PLC & DC POWER SUPPLY

AREA LIGHTS

DESCRIPTION

RECEPT. & HEATERS

CONTROL PANEL LIGHTS

STATION ALARM & INDICATORS

POLES

AMPS/

NO.

CIRCUIT

NO.

CIRCUIT

POLES

AMPS/

15/1

15/1

15/1

15/1

1 2

3 4

5 6

7 8

H E -0

.d g n

E L E

C T

R

IC

A L S

C H

E D

U L E

S P

U M

P S

T A

T

IO

N

MAIN RATING 30 AMPS

PANEL SCHEDULES

NOTE 2

PUMP MONITORING RELAY 15/1

SPARE

SPARE

9 10

11 12

13 14

15 16

17 18

MAIN BREAKER RATING

UTILITY NON-FUSED, SERVICE ENTRANCE RATED MAIN DISCONNECT SIZE

WITH FRONT HANDLE BREAKER AND PILOT LIGHTS

COMPACT, NON-REVERSING, COMBINATION MOTOR STARTER

NOTE 6

SIZE PROVIDED WITH MOTOR STARTER SELECTION.

MAIN DISTRIBUTION PANEL RATING OF 100A; COORDINATE

7. PROVIDE A MINIMUM UTILITY SERVICE ENTRANCE AND

SELECTION.

6. COORDINATE BREAKER SIZE WITH MOTOR STARTER

BE BALANCED BETWEEN PHASES AS MUCH AS POSSIBLE.

MINIMUM OF TWO SPARE BREAKERS. LOADS MUST

5. PANELS MDP AND LP MUST BE PROVIDED WITH A

ON SPECIFIC LOADS.

T1, AND PANEL LP1 MAIN BREAKER SIZES BASED

4. COORDINATE FEEDER BREAKER, TRANSFORMER

THIS SHEET.

PROVIDE THIS SERVICE. SEE PANEL SCHEDULES

SUM ELECTRICAL COST IF UTILITY CANNOT

PRICE MUST ALSO REFLECT RESULTING LUMP

PROVIDE 3-PHASE, 4-WIRE, 480V SERVICE; BID

BASIS OF DESIGN ASSUMES THE UTILITY WILL

LOAD REQUIREMENTS OF THE PUMP STATION.

3. PROVIDE PANEL SIZED ACCORDING TO SPECIFIC

ENTER VALUE IN TABLE.

WITH SERVICING ELECTRIC UTILITY;

2. VERIFY AVAILABLE SHORT CIRCUIT CURRENT

METER SOCKET WHERE REQUIRED.

PROVIDE CT ENCLOSURE WITH

1. COORDINATE WITH ELECTRIC UTILITY.

NOTES:

NOTE 7

NOTE 7

LEVEL CONTROL

7.5

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IDENTIFICATION

SHEET

D A

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A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

New Orleans District of Engineers

US Army Corps

C o m it e R iv e r

D iv e rs io n P ro je c t

H -4 -4 -8

M

IS

S

IS

S

IP

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E R D

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A N

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A

A N

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B a y o u B a to n R o u g e R o c k C h u te

P L

O T D

A T

E

C o m it e R iv e r

B a s in

F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a

A U

G U

S T

W P -2

-B -0

W X

X X

X X -X

X -X -X

X X

X H

N T

B C

O R

P

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A D

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E-006

M F

IN

E

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H E -0

.d g n

FOR TYPE 1 DUPLEX PUMP STATIONS

MIN.

24"

ACCESS HATCH

36" MIN. FROM

OF ENCLOSURE

AND RIGHT SIDE

LOUVERS ON BACK

SECTION

TERMINATION

MOTOR

IS OPEN

ENCLOSURE

BOTTOM OF

RIGHT SIDE VIEW

CONTROL PANEL

LEFT SIDE VIEW

CONTROL PANEL

SIDE VIEW

TERMINAL PANEL

LUG

LANDING

NEUTRAL

SHEET E-010

DETAIL, SEE

ALARM LIGHT

MIN.

42"

MIN.

30"

.5

DEMAND RESET

FOR VIEWING &

LIFT OUTER DOOR

18"

METRY

TELE-

FOR

SPACE

MOTOR

PUMP

ELEVATION

WET WELL

CONTROL PANEL ELEVATION

HEIGHT

PAD, 4"

KEEPING

HOUSE-

SLAB (TYP.)

IN CONCRETE

EMBEDMENT

WITH MIN. 4"

ANCHOR BOLT

DISCONNECT

UTILITY

100 AMP

COVER

REMOVABLE

(TYP.)

SHEET E-002

SEE NOTE 14

6" MIN.

(TYP.)

3" MIN.

2 - SPARE

1 - FLOAT SWITCH;

RIGID STEEL CONDUITS:

" PVC COATED 4

1THREE 1

1 - SPARE

2 - PUMP CABLES;

RIGID STEEL CONDUITS:

" PVC COATED 4

1THREE 1

WELDED TO GROUND RING.

GROUNDING ELECTRODE CONDUCTOR EXOTHERMICALLY

1" SCHEDULE 80 PVC WITH #2. BARE TINNED COPPER

STAINLESS STEEL, NEMA 4X ENCLOSURE.

LIGHTING PANEL LP1, 120/240V, 30A MAIN BREAKER,

NEMA 3R ENCLOSURE

TRANSFORMER, 7.5 KVA, 480V-->120/240V, STAINLESS STEEL,

3/4" PVC COATED RIGID STEEL CONDUIT WITH 2#12, 1#12 G.

1 1/4" PVC COATED RIGID STEEL CONDUIT WITH 3#8, 1#8G.

DISTRIBUTION PANEL TO GROUND BUS IN CONTROL CABINET.

GROUNDING CONDUCTOR BONDING GROUND BUS IN

3" PVC RIGID STALL CONDUIT WITH 12 #12, 1#6 G. EQUIPMENT

1#10 G FOR AREA LIGHTING.

(2) 3/4" PVC COATED RIGID STEEL CONDUITS WITH 2#10,

13 14

CABLE SUPPORT RACK.

PUMP PULL CHAINS.

BE INSTALLED AT THIS LOCATION.

CAPTIVE AIR SYSTEM AND GAS DETECTION SYSTEM WILL NOT

36" MIN.

51"

KEYED NOTES:

CABLE GRIPS TYPICAL EACH CABLE TO SUPPORT CABLE WEIGHT.

THAT WILL BE APPROVED BY UTILITY.

PREPARING SUBMITTALS AND PROVIDE METER AND CT/CABINET

CONTRACTOR MUST COORDINATE WITH UTILITY PRIOR TO

CABLES THROUGH CONTROL CONDUITS TO CONTROL PANEL.

FOR CONTROL CABLES (TEMP/MOISTURE SWITCHES). RUN THESE

MOTOR TERMINATION SECTION ADDITIONAL TERMINALS AS NEEDED

FITTING MANUFACTURER.

PROVIDE SEALING COMPOUND THAT ARE RECOMMENDED BY

FITTING DESIGNED FOR CLASS I/II, DIVISION I/II LOCATIONS;

SEALING COMPOUND TO SEAL AIR GAP, PVC COATED SEALING

SEPARATION BARRIER CABLE FITTING GAS TIGHT.

CONTROL CABLES AS NEEDED FOR FLOATS.

6-WAY, 1-1/4" PVC COATED RIGID STEEL CONDUIT.

MANUFACTURER SUPPLIED MOTOR CABLE, SIZE PER MOTOR HP.

FOOT BEYOND CONCRETE SLAB.

COATED RIGID METAL CONDUIT AT APPROXIMATELY ONE

AS REQUIRED BY UTILITY PROVIDER. TRANSITIONS TO PVC

3" SCHEDULE 80 PVC SERVICE FEED W/LONG RADIUS 90°

BEYOND CONCRETE SLAB, SEAL BOTH ENDS WATERTIGHT.

SPARE 3" PVC COATED RIGID STEEL CONDUIT TO ONE FOOT

FIBER EXPANSION JOINT FILLER.

SURROUND FOUNDATION WITH A FULL DEPTH BY 3/4" THICK

EQUIPMENT RACK CONCRETE FOUNDATION 12" DIAM X 42".

WITH FOUR 3/4" X 18" S.S. BOLTS.

8" X 8" X 1/4" ALUMINUM BASE PLATE SECURED

6" HEIGHT, 0.19" WEB.

ASTM B221, 6061-T6 ALLOY AND TEMPER, 4" FLANGE,

ALUMINUM CHANNELS AND EXTRUDED I-BEAM,

EQUIPMENT RACK CONSTRUCTED OF 12 GUAGE

FROM TOP OF CONDUIT TO ENCLOSURE BARRIER.

STUB UP CONDUIT 8" MAX MIN OF 36" REQUIRED

NTS

NTS NTS NTS

NTS

NTS

MIN ELEV. 83

CONTROL CABINET,

BOTTOM OF

OF WORK PAD

78" MAX ABOVE TOP

TOP OF CONTROL CABINET

MINIMUM THICKNESS OF 4".

DIMENSIONS TO KEEP BOTTOM OF CONTROLLER AT EL. 83;

ELEVATION TO BE COORDINATED WITH SELECTED CABINET

REINFORCED CONCRETE HOUSEKEEPING PAD FINISHED

ROUTED THRU FOUNDATION IN 1" SCHEDULE 80 PVC.

TO GROUND RING WITH (TYP. 2) EXOTERMIC WELD

LISTED GROUNDING CLAMP WITH TINNED #2 BONDED

GREEN #6 GROUND.

ENCLOSURE BUS BAR OR GROUND LUG WITH

BUSHINGS; BOND BUSHINGS TOGETHER AND TO

ALL METALLIC CONDUITS MUST END IN GROUNDING

BETWEEN ALL EQUIPMENT.

LENGTH OF ALL PROPOSED EQUIPMENT, PLUS FOUR INCHES

REAR OF HOUSE-KEEPING PAD. LENGTH OF PAD DETERMINED BY

AND THE EDGES OF EQUIPMENT. ALIGN EQUIPMENT RACKS WITH

OF TWO INCHES BETWEEN THE EDGE OF THE HOUSEKEEPING PAD

INCH CHAMFER AT 45-DEGREES ON ALL SIDES, PROVIDE A MINIMUM

PAD HEIGHT SHALL BE A MIMIMUM OF FOUR INCHES. PROVIDE ONE

A MIN. OF FOUR EPOXY COATED RE-BAR DOWELS. HOUSEKEEPING

PAD REINFORCED WITH WIRE MESH AND ANCHORED TO PAD WITH

ELECTRICAL ENCLOSURES TO BE INSTALLED ON A HOUSEKEEPING

R A

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IL

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Q U

IP

M E

U

M P S

T A

T

(TYP. OF 2)

FLOAT SWITCH

SECTION A-A VIEW

CONDUIT ASSIGNMENTS

A B C

D E F

D - PUMP, 2

E - SPARE

D - PUMP, 1

C - SPARE

B - FLOAT SWITCH

A - SPARE

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IDENTIFICATION

SHEET

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

New Orleans District of Engineers

US Army Corps

C o m it e R iv e r

D iv e rs io n P ro je c t

H -4 -4 -8

M

IS

S

IS

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IP

P I

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A

A N

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B a y o u B a to n R o u g e R o c k C h u te

P L

O T D

A T

E

C o m it e R iv e r

B a s in

F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a

A U

G U

S T

W P -2

-B -0

W X

X X

X X -X

X -X -X

X X

X H

N T

B C

O R

P

R E

A D

Y F

O R A

D V

E R

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E-007

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N

B. NAME PLATES 25, 26, 27, 29, AND G SHALL BE LABELED "SPARE".

TWO PUMPS, LABEL EQUIPMENT ASSOCIATED WITH PUMP 3 AS "SPARE".

A. PROVIDE INTERFACE DEVICES, TERMINAL BLOCKS, RELAYS, ETC FOR

NOTE THE FOLLOWING VARIATIONS:

1. SHEET FROM BATON ROUGE PUMP STATION DESIGN GUIDE PROVIDED,

NOTES:

GREATER OR EQUAL TO THOSE SHOWN IN THE STANDARD DETAIL.

2. CONTRACTOR SHALL PROVIDE AN ENCLOSURE WITH DIMENSIONS

MEASURING OR PROCESSING PUMP STATION FLOW.

D. DO NOT INCLUDE INSTRUMENTATION, MATERIAL, OR PROVISIONS FOR

BREAKER RATHER THAN VARIABLE FREQUENCY DRIVES.

C. PROVIDE COMPACT COMBINATION MOTOR STARTER WITH FRONT HANDLE

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4 5

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IDENTIFICATION

SHEET

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

New Orleans District of Engineers

US Army Corps

C o m it e R iv e r

D iv e rs io n P ro je c t

H -4 -4 -8

M

IS

S

IS

S

IP

P I

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IV

E R D

IV

IS

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N

N E

W O

R L E

A N

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T

N E

W O

R L E

A N

S L

A

A N

S I

D

B a y o u B a to n R o u g e R o c k C h u te

P L

O T D

A T

E

C o m it e R iv e r

B a s in

F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a

A U

G U

S T

W P -2

-B -0

W X

X X

X X -X

X -X -X

X X

X H

N T

B C

O R

P

R E

A D

Y F

O R A

D V

E R

T

IS

E M

E

G R

E G

O R

N .T .S

E-008

M F

IN

E

M

D U

R N

IN

G

H E -0

.d g n

P U

M P S

T A

T

U M

P C

O N

T R

O L D

IA

G R

A M

E L E

C T

R P

O W

E R D

IS

T R

IB

U T

COMBUSTIBLE GAS, CAPTIVE AIR, OR EMERGENCY CALL.

FOR MEASURING AND PROCESSING DISCHARGE PRESSURE,

C. DO NOT INCLUDE INSTRUMENTATION, MATERIAL, OR PROVISIONS

B. PUMP MONITORING RELAYS CONNECTED TO BREAKER #7.

FOR A FOURTH PUMP.

PUMP SHALL BE LABELED SPARE, DO NOT PROVIDE COMPONENTS

A. PUMP STATION WILL HAVE TWO PUMPS, COMPONENTS FOR A THIRD

1. STANDARD DETAIL PROVIDED, NOTE THE FOLLOWING VARIATIONS:

NOTES:

SHEET E-011 FOR MORE INFORMATION.

F. LIGHTING CONTROLS WILL OPERATE TWO LUMINARIES. SEE

E. SEE SHEET E-012 FOR REFERENCES TO STANDARD DETAIL 805-10.

TO STANDARD DETAIL SHEET 805-9.

D. SEE SINGLE LINE DIAGRAM ON SHEET E-004 FOR REFERENCES

6. DOOR SWITCHES ON CONTROL CABINET ALSO ACTIVATE AN INTRUSION ALARM, NOT SHOWN HERE.

5. SYSTEM MUST AUTOMATICALLY ALTERNATE DUTY PUMP AFTER 2 HOURS OF CONTINUOUS OPERATION.

GENERATE A PUMP FAILURE TO START ALARM AND START THE OTHER PUMP.

4. IF A RUN COMMAND IS ISSUED TO A PUMP AND AN ON STATUS IS NOT RECEIVED WITHIN AN ADJUSTABLE TIME DELAY THEN

OF THE STANDBY PUMP WHEN THE DUTY PUMP IS ALREADY ACTIVATED.

PUMP AS THE DUTY PUMP. SYSTEM MUST INCLUDE A HARD WIRED INTERLOCK TO PREVENT MANUAL OR AUTOMATIC INITIATION

3. MANUAL ACTIVATION OF A PUMP IS ONLY POSSIBLE WHEN BOTH PUMPS ARE NOT RUNNING; THE PLC IDENTIFIES THE RUNNING

DUTY AND STANDBY PUMPS ON EVERY PUMP ACTIVATION UNLESS PUMP OPERATION PUMP SWITCH IS SET TO OFF.

2. HIGH LEVEL FLOAT SWITCH ACTIVATES DUTY PUMP, LOW LEVEL FLOAT SWITCH TURNS OFF DUTY PUMP. PLC ALTERNATES

S O

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A

B

M A

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A P

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IDENTIFICATION

SHEET

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

New Orleans District of Engineers

US Army Corps

C o m it e R iv e r

D iv e rs io n P ro je c t

H -4 -4 -8

M

IS

S

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S

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A

A N

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B a y o u B a to n R o u g e R o c k C h u te

P L

O T D

A T

E

C o m it e R iv e r

B a s in

F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a

A U

G U

S T

W P -2

-B -0

W X

X X

X X -X

X -X -X

X X

X H

N T

B C

O R

P

R E

A D

Y F

O R A

D V

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G R

E G

O R

N .T .S

E-009

M F

IN

E

M

D U

R N

IN

G

H E -0

.d g n

C

A B

L E T

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A L J

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WITH MOTOR STARTER MANUFACTURER RECOMMENDATIONS.

CABLE REQUIREMENTS BETWEEN TERMINAL JUNCTION BOX AND CONTROL CABINET

E. COMBINATION MOTOR STARTERS WILL BE USED RATHER THAN VFD, COORDINATE

THE TERMINAL JUNCTION BOX AND WET WELL.

D. CABLES WILL BE IN DIRECT BURIED CONDUIT NOT A CABLE TROUGH BETWEEN

C. A DEWATERING WET WELL IS NOT REQUIRED.

NOT IN A REMOTE ELECTRIC ROOM.

B. THE PUMP CONTROLLER WILL BE MOUNTED ADJACENT TO THE WET WELL,

A. ONLY TWO PUMPS, ONE TEMINAL JUNCTION BOX, AND ONE WET WELL ARE REQUIRED.

1. SHEET FROM BATON ROUGE PUMP STATION DESIGN GUIDE, NOTE THE FOLLOWING VARIATIONS:

NOTES:

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

New Orleans District of Engineers

US Army Corps

C o m it e R iv e r

D iv e rs io n P ro je c t

H -4 -4 -8

M

IS

S

IS

S

IP

P I

R

IV

E R D

IV

IS

IO

N

N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

A

A N

S I

D

B a y o u B a to n R o u g e R o c k C h u te

P L

O T D

A T

E

C o m it e R iv e r

B a s in

F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a

A U

G U

S T

W P -2

-B -0

W X

X X

X X -X

X -X -X

X X

X H

N T

B C

O R

P

R E

A D

Y F

O R A

D V

E R

T

IS

E M

E

G R

E G

O R

N .T .S

E-010

M F

IN

E

M

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IN

G

H E -0

.d g n

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S E

L E

C T

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IC

A L T

Y P

IC

A L

P U

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T A

T

CONSIDERED CONTINUATION OF THE GENERAL CONSTRUCTION NOTES ON SHEET E-002.

2. THE MISCELLANEOUS NOTES SHOWN ABOVE ARE CONRACT REQUIREMENTS AND SHOULD BE

JUNCTION BOX AND THE WET WELL.

A. CABLE TROUGH WILL BE PROVIDED BETWEEN THE TERMINAL

1. STANDARD DETAIL PROVIDED, NOTE THE FOLLOWING VARIATIONS:

NOTES:

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

New Orleans District of Engineers

US Army Corps

C o m it e R iv e r

D iv e rs io n P ro je c t

H -4 -4 -8

M

IS

S

IS

S

IP

P I

R

IV

E R D

IV

IS

IO

N

N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

A

A N

S I

D

B a y o u B a to n R o u g e R o c k C h u te

P L

O T D

A T

E

C o m it e R iv e r

B a s in

F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a

A U

G U

S T

W P -2

-B -0

W X

X X

X X -X

X -X -X

X X

X H

N T

B C

O R

P

R E

A D

Y F

O R A

D V

E R

T

IS

E M

E

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E G

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E-011

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N.T.S.

DIA X

6'-0" DEEP

HANDHOLE

GROUND LUG INSIDE POLE

BASE COVER

FINISH GRADE

3,000 PSI CONCRETE

2 LAYERS 15# FELT

BASE COVER

LIGHT POLE

BASE

N.T.S.

AND LUMINAIRE

SECURITY LIGHT POLE

LIGHT POLE BASE

2'-0"

S C

H E

M A

T

IC

S A

N D D

E T

A

IL

S E

L E

C T

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IC

A L L

IG

H T

IN

G

MFR REQUIREMENTS

GALVANIZED STEEL, DIMENSIONS PER

ANCHOR BOLTS MUST BE HOT DIPPED

LEAST 1/4" EXPOSED ABOVE NUT

ANCHOR BOLT SHALL HAVE AT

LUMINAIRE

STEEL TETHER

24" STAINLESS

STEEL HARDWARE (TYP)

USE ONLY STAINLESS

6"

3" MAX

WITH 2.5' RISE

MAST ARM, 4' LONG

#4 VERT BARS (4 REQUIRED)

6" x 6" - W1.4 x W1.4

REQUIREMENTS

BASE PLATE PER MFR

GALVANIZED STEEL

MUST BE HOT DIPPED

WASHERS (NOT SHOWN)

LEVELING NUTS AND

STEEL POLE

16' STRAIGHT SQUARE

IS INSTALLED

1/8" IN DIAMETER WHEN POLE

COATINGS AND MUST BE AT LEAST

BEFORE APPLYING PROTECTION

SIDES, WEEP HOPE TO BE INSTALLED

INSTALLED WEEP HOLE ON TWO

FURNISH POLE WITH FACTORY

CONDUCTORS TO CONTROLLER

WITH 2#10, 1#10G RHR/USE

3/4" PVC COATED STEEL CONDUIT

GRID (DIRECT BURY)

#2 BARE, TINNED COPPER TO GROUND

1" SCHEDULE 80 PVC CONDUIT WITH

ON LIGHTING CONTROLS.

5. SEE NOTE 1.F AND SCHEMATIC ON SHEET E-008 FOR MORE INFORMATION

EITHER MATTE BLACK OR SILVER.

4. POLE, MAST ARM, AND LUMINAIRE MUST ALL BE THE SAME COLOR;

LUMINARIES ACTIVATE SIMULTANEOUSLY.

DETECTOR LOCATED ON EACH LIGHT POLE. IN MANUAL MODE BOTH

NORTH FACING PHOTOCELL AT EQUIPMENT RACK AND A MOTION

3. LUMINAIRES CONTROLLED IN AUTOMATIC MODE BY A SHARED

ATTACHMENT H, PARAGRAPH 3.2.E.

ROUGE/PARISH OF EAST BATON ROUGE, DEPARTMENT OF PUMPLIC WORKS",

ATTACHMENT "PUMP STATION DESIGN REQUIREMENTS, CITY OF BATON

ABILITY TO MEET MINIMUM REQUIREMENTS LISTED IN THE SPECIFICATIONS,

2. CONTRACTOR MUST SUBMIT PHOTOMETRIC CALCULATIONS SHOWING

TEMPERATURE, AND CRI OF 70 IN A TOOL-LESS ENTRY HOUSING.

IES TYPE IV OR V DISTRIBUTION PATTERN WITH 4000K COLOR

1. PROVIDE TWO IP66 LED LUMINAIRES. LUMINAIRES TO PROVIDE

NOTES:

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

E a s t

B a to n R o u g e P a ri s h L o u is ia n a

New Orleans District of Engineers

US Army Corps

C o m it e R iv e r

D iv e rs io n P ro je c t

H -4 -4 -8

M

IS

S

IS

S

IP

P I

R

IV

E R D

IV

IS

IO

N

N E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

A

A N

S I

D

B a y o u B a to n R o u g e R o c k C h u te

P L

O T D

A T

E

C o m it e R iv e r

B a s in

F lo o d C o n tr o l, A m it e R iv e r a n d T ri b u ta ri e s L o u is ia n a

A U

G U

S T

W P -2

-B -0

W X

X X

X X -X

X -X -X

X X

X H

N T

B C

O R

P

R E

A D

Y F

O R A

D V

E R

T

IS

E M

E

G R

E G

O R

N .T .S

E-012

M F

IN

E

M

D U

R N

IN

G

H E -0

.d g n

P U

M P C

O N

T R

O L D

IA

G R

A M

P O

W E

R D

IS

T R

IB

U T

IO

N

P U

M P S

T A

T

IO

N

C. DO NOT INCLUDE INSTRUMENTATION, MATERIAL, OR PROVISIONS FOR MEASURING AND PROCESSING DISCHARGE PRESSURE.

B. NO INPUTS/OUTPUTS ASSOCIATED WITH PUMP 4, GENERATOR, OR TRANSFER…