Plans W912EF22R0002 LMA Navlock Power Controls Upgrade.pdf

PDF 32 MB Posted

Attached to
Lower Monumental Navigation Lock Power and Controls Upgrade Federal contract opportunity
Solicitation number
W912EF22R0002
Issued by
Department of the Army Corps of Engineers Engineering District Walla Walla

About this file

This document provides details on a forthcoming federal construction solicitation from the U.S. Army Corps of Engineers Walla Walla District. The solicitation will be for a project to replace aging electrical power and control systems at the Lower Monumental Navigation Lock in Franklin County, Washington. Key aspects of the project include replacing medium voltage switchgear, motor controls, transformers, lighting panels, feeders, cable trays and conduits. The work will also involve demolishing existing electrical equipment and systems. The solicitation is expected to be issued in April 2022 as a Best Value Trade-Off request for proposals seeking a single firm fixed-price construction contract valued between $5-10 million. The contract will be unrestricted and open to both large and small businesses, with a small business subcontracting plan required for large businesses. The NAICS code is 238210 and size standard is $16.5 million. Proposals will be due approximately 30 days after solicitation posting at SAM.gov. Safety requirements include developing accident prevention and fall protection plans meeting EM 385-1-1 standards.

View the file

Other files for this federal contract opportunity

Other files attached to Lower Monumental Navigation Lock Power and Controls Upgrade, newest first.
File Type Posted
Amendment 0005 W912EF22R0002.pdf PDF
Amendment 0005 TechSpecs.pdf PDF
W912EF22R0002_Site Visit Sign-In Sheet.pdf PDF
Amendment 0004 Plans.pdf PDF
Amendment 0004 W912EF22R0002.pdf PDF
Amendment 0004 Supplemental Drawings.pdf PDF
Amendment 0004 TechSpecs.pdf PDF
Amendment 0003 W912EF22R0002.pdf PDF
Amendment 0002 W912EF22R0002.pdf PDF
Amendment 0001 W912EF22R0002.pdf PDF
Site Visit Info W912EF22R0002.pdf PDF
Solicitation W912EF22R0002.pdf PDF
Tech Specs W912EF22R0002 LMA Navlock Power Controls Upgrade.pdf PDF
Brand Name Determination SEL Equip W912EF22R0002 Redacted.pdf PDF
Show all 14

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

WALLA WALLA DISTRICT

G-001

V

L E

L M

G -1

-0 -1

/3

C O

V E

R S

H E

E T

A N

D L

O C

A T

IO

N

M A

P S

SNAKE RIVER, OREGON, WASHINGTON AND IDAHO

LOWER MONUMENTAL LOCK AND DAM

L H

U S

T O

N

L E

V I

V A

N S

T E

D U

M P

.E

L H

U S

T O

N

W912EF22R0002

MARCH 2022

NAVIGATION LOCK

POWER AND CONTROLS UPGRADE

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

W A

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

IC

T

F

IL

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

LOCATION MAP

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

LOCATION

PROJECT

MAP

SEE LOCATION

SPOKANE

OREGON

CLEARWATER R.

EUGENE

BOISE

P A

C

IF

IC

O

C E

A N

WASHINGTON

IDAHO

R

IV

E

REVERETT

C O

L U

M B

IA

SNAKE R.

PASCO

SEATTLE

PORTLAND

SALEM

THE

OLYMPIA

DALLES

WALLA WALLA

PENDLETON

VANCOUVER

Washtucna

Riparia

GOOSE

DAM

LITTLE

F la t

ID

A

H O

P A L O

U S E

B. N.

C. P. RR.

C r.

C r.

Alkali

E A

K

IV

E

R

SN

Cr ee kD ry

Waitsburg

R

Pomeroy

R

Flat

Union

N O

N

Cr.

As oti n

TUCAN

Camp Wooten

R

PENDLETON

WALLA WALLA

PASCO

KENNEWICK

COLFAX

GRANITE

LOWER

PULLMAN

DAM

RICHLAND

DAM

OREGON

WASHINGTON

HARBOR

ICE

CLARKSTON

YA

K

A

IM

Farrington

R

McNARY

R

IV

E R

LEWISTON

DAM

CO

U

M L

IA

B Cr

RIVER

R O

N D E

GRANDE

U M

ATILLA

C

r. U

. P . R

R

. RIVER

B u tt e r

Elgin Wallowa

Athena

Weston

Hermiston

Anatone

Asotin

M ill

R.

WALLA

T O

U C

H E T

Touchet

Milton-Freewater

R.

Wallula

B.N.

Kahlotus

Umatilla

Plymouth

Dayton

Almota

Ferry

Starbuck

BishopCentral

MONUMENTAL

LOWER Dodge

DAM

W A

L L

A

NOT TO SCALE

SITE MAP

X

X

X

X

X

S N A K E

(L A K E S A C A J A W E A)

C o n s tr u c ti o n

38 10' 03.94''

41.8

U.P.RR.

X

X

B.N.

X

TO WINDUST PARK

R I V E R

FRANKLIN CO.

WALLA WALLA CO.

L o c a l G ri d N o rt h S o li d

FACILITY

JUVENILE FISH

PIPE

JFF OUTFALL

500 KV TRANSMISSION LINE

ACCESS ROAD

NORTH SHORE

LOWER MONUMENTAL DAM

(L A K E H E R B E R T G. W E S T)

NAVIGATION LOCK

TO EUREKA

S U

B S

T A T

IO

N

SOUTH SHORE ACCESS ROAD

TO KAHLOTUS

LMSC-5

LMSC-1 LMSC

86'x675'

C.B.L.

Matthews

Lake EL.540.0

Lake EL.540.0

PT D 31+15.66

PT C 35+77.03

TMB 41+90.40

PT B 41+66.40

PT E 26+54.83

LMSC-3

LMSC-2

PT F 17+80.14

LMSC-4

C.B.L.

Lake EL. 440.0

R . 3

E .; T . 1

N

R . 3

E .; T . 1

N

FISH LADDER

SPILLWAY

POWERHOUSE

N N

N of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.

SUBMITTED BY:

SUBMITTED BY:

SUBMITTED BY:

SUBMITTED BY:

APPROVED BY:

WALLA WALLA DISTRICT

CHIEF OF DESIGN BRANCH

MARCUS PALMER, P.E.

WALLA WALLA DISTRICT

CHIEF OF MECHANICAL DESIGN SECTION

KEVIN RENSHAW, P.E.

WALLA WALLA DISTRICT

CHIEF OF ELECTRICAL DESIGN SECTION

LEVI VAN STEDUM, P.E.

WALLA WALLA DISTRICT

CHIEF OF ENGINEERING & CONST DIV.

DWAYNE WESTON, P.E.

WALLA WALLA DISTRICT

CHIEF OF STRUCTURAL DESIGN SECTION

DANIELLE FICHERA, P.E.

G-002

V

L E

L M

G -1

-0 -1

/3

IN

D

E X

T O

D R

A W

IN

G

L H

U S

T O

N

L H

U S

T O

N

L E

V I

V A

N S

T E

D U

M P

.E

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R

G-101

N

IV

Y

L M

G -1

-0 -1

/4

M

G -1 d g n

V

A N

S T

E D

U M

N B

A K

K E

L E

V I

V A

N S

T E

D U

M P

.E

POWERHOUSE

SPILLWAY

SNAKE RIVER FLOW

TOWER

DAM AND BPA FEEDERS

4,160-V OVERHEAD

M A

N D

S O

U T

H A

B U

T M

E N

T

K E

Y P

L A

N A

N S

I D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

EL. 375.0

EL. 375.0

EL. 375.0

E L

. 4

.0

E L

. 4 .0

EL. 425.5

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4

.5

E L

. 4

.5

E L

. 4 .0

E L

. 4

.5

E L

. 4 .0

E L

. 4

.5

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4

.5

E L

. 4

.5

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4

.5

E L

. 4

.5

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4

.5

E L

. 4

.5

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4 .0

E L

. 4

.5

E L

. 4

.5

E L

. 4 .0

E L

. 4 .0

T A

IL

R

A C

E D

E C

K

E L

. 4 .0

NOT TO SCALE

NAVIGATION LOCK CL

N

EL 444

ERECTION BAY

GALLERY EL 539

INTAKE SERVICE

EL 545

SPILLWAY

EL 545

SPILLWAY

NON-OVERFLOW EL 545

SPILLWAY/SOUTH

EL 544

SOUTH NON-OVERFLOW

EL 516.5

SOUTH NON-OVERFLOW

KEY PLAN: DAM AND SOUTH ABUTMENT

NAVIGATION LOCK

KEY PLAN:

(TYP BAYS 1-5)

GALLERY EL 539

INTAKE SERVICE

(MONOLITHS 3-9)

ROADWAY DECK

NAVIGATION LOCK

EL 539 TO EL 543,

INTAKE SERVICE GALLERY BAY6

ED101

E-101

ED102

ED102

E-102

E-102

ED103

E-103

ED104

E-104

ED105

E-105

ED106

E-106

ED106

E-106

G-102

P-101

P-102

EI102

1A

G-102

N

IV

Y

L M

G -1

-0 -1

/4

V

A N

S T

E D

U M

N B

A K

K E

L E

V I

V A

N S

T E

D U

M P

.E

V

IG

A T

IO

N

L O

C K

K E

Y P

L A

N A

N S

I D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

40' 80'01"=40'

REF

G-101

SERVICE GALLERY EL 538 SHOWN

N

C O

N S

T R

U C

T

IO

N B

A S

E L

IN

E

NAVIGATION LOCK CENTERLINE

SERVICE GALLERY EL 538

SERVICE GALLERY EL 538

EL 533

EL 538

EL 538

MONOLITH 27

MONOLITHS 9-27

MONOLITHS 3-9

MONOLITHS 10-28 MONOLITHS 4-10

UPSTREAM CROSSOVER GALLERYDOWNSTREAM CROSSOVER GALLERY

(MONOLITH 5)

SUBSTATION ROOM

NAVIGATION LOCK(MONOLITH 27)

SUBSTATION ROOM

NAVIGATION LOCK

(MONOLITHS 5 & 27)

ROADWAY DECK SEAL

(MONOLITH 27)

SUB-STATION ROOM (MONOLITH 5)

SUB-STATION ROOM

PLAN: NAVIGATION LOCK

ROOM VENTILATION

MONOLITH 5 SUBSTATION

ROOM VENTILATION

MONOLITH 27 SUBSTATION

ED110

E-110

ED109

E-109

ED108

E-108

ED107

E-107

A-402

A1

A-401

A1

ED111

E-111

ED112

E-112

ED113

E-113

M-102

1 M-101

S-401

A1

S-402

A1 S-402

A3

EI103

G-101

EL. 548.0

EL. 456.0

EL. 548.0

EL. 548.0

EL. 456.0

EL. 627.0

EL. 456.0

EL. 420

IV

Y

L M

G -1

-0 -1

/4

L V

A N

S T

E D

U M

N B

A K

K E

L E

V I

V A

N S

T E

D U

M P

G-103

T

A G

IN

G

A N

D W

O R

K A

R E

A L

O C

A T

IO

N

S

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

EL. 456.0

SEE NOTE 1

AND STAGING AREA,

CONTRACTOR WORK

NAVIGATION LOCK BRIDGE

STAGING AND WORK AREA

SOUTH GATE TOWER

NORTH GATE TOWER

CONTROL STAND SHELTER

STAGING AND WORK AREA

20' 40'01"=20'

N

A2

GENERAL NOTES

ONE LANE OF TRAFFIC TO REMAIN OPEN AT ATLL TIMES.1.

PLAN: DOWNSTREAM NAVIGATION LOCK

0 5

P U

P

A

7 8

A

A

IV

Y

L M

G -1

-0 -1

/4

L V

A N

S T

E D

U M

N B

A K

K E

L E

V I

V A

N S

T E

D U

M P

G-104

L

A N

L

A Y

-D O

W N

L O

C A

T

IO

N

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SECURITY FENCE, SEE NOTE 1.

CONTRACTOR LAY DOWN AND STORAGE AREA OUTSIDE

A TRAILER, AREA HAS POWER.

POSSIBLE STAGING AREA FOR STAGING AREA

WORK AREA

20' 40'01"=20'

N

A1

GENERAL NOTES

PUBLIC SAFETY.

100 FEET FROM COMFORT STATION. COMPLY WITH EM 385-1-1 TO ENSURE

AT ALL TIMES. LAY-DOWN AREA SHALL MAINTAIN A MINIMUM CLEARANCE OF

STORAGE. MAINTAIN ONE LANE OF TRAFFIC TO PUBLIC COMFORT STATION

PAVED AREA AVAILABLE FOR CONTRACTOR LAY-DOWN AND TEMPORARY 1.

PLAN: LAY-DOWN LOCATION

B

L

460.4

N O

R T

H A

B U

T M

E N

T

KEYED NOTE 2

KEYED NOTE 1

G-105

N

IV

Y

L M

G -1

-0 -1

/4

A N

L

A Y

-D O

W N

L O

C A

T

IO

V

A N

S T

E D

U M

N B

A K

K E

L E

V I

V A

N S

T E

D U

M P

.E

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

N

B1 50' 100'01"=50'

KEYED NOTES

LAY DOWN AND STAGING AREA. SMALL TRAILER WILL FIT.2.

CABLE EXIST BUT ARE NOT SHOWN ON THE DRAWING.

AS BUILTS WITH EXACT ROUTE. VAULTS AND HANDHOLES FOR PULLING

OPTIC CABLE. CONTRACTOR SHALL SURVEY AS PART OF DESIGN AND MARK

APPROXIMATE ROUTE OF EXISTING BURIED CONDUIT TO BE USED FOR FIBER1.

JFF AND NORTH FISH LADDER AREA OF WORK

21 19 17 15 1311

1 1A

NAVIGATION LOCK CENTERLINE

C B

L

101214

22 20 18 16

A3 A2

A1

S-401

L M

N -1

-5 -2

/7

J

E D

W A

R D

S T

R U

C T

U R

A L

SOUTH NON-OVERFLOW

SOUTH NON-OVERFLOW

R O

A D

W A

Y D

E C

K

M O

N O

L

IT

H S

D E

C K

S E

A L

P L

A N

DECK SEAL AREA

DECK SEAL AREA

40'-0" (SEE NOTE 1)

S E

E N

O T

E

S E

E N

O T

E

51'-6" (SEE NOTE 1)

HATCH COVER

HATCH COVER

HATCH COVER

SHELTER

STAND

CONTROL

SHELTER

STAND

CONTROL

DOWNSTREAM GATE

NORTH TOWER

B M

A S

O N

E W

A L

T O

N

D A

N

IE

L L

E F

IC

H

E R

A P

.E

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

7 5

EL 456.0

EL 548.0

EL 553.0EL 553

EL 456.0

EL 548.0

EL 627.0

EL 456.0

NAVIGATION LOCK CENTERLINE

MONOLITH MONOLITH

MONOLITH

MONOLITH

MONOLITH

NOT TO SCALE

N

KEY PLAN: LOWER MONUMENTAL NAVIGATION LOCK

REF

G-102 A1

N

S T

A

.9

S T

A

.4

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

PLAN: NAVIGATION LOCK ROADWAY DECK SEAL (MONOLITHS 5 & 27)

EXISTING ITEMS

LEGEND:

DECK SEAL AREA

(MONOLITHS 5 & 27)

NAVIGATION LOCK ROADWAY DECK SEAL

S T

A

.0

B U

L K

H E

A D

S L

O T

B U

LK

H E A D S

LO

T

B U

LK

H E A D S

LO

T

B U

LK

H E A D S

LO

T

B U

LK

H E A D S

LO

T

T A

IN

T

E R

V A

L V

E

S H

A F

T

TA

IN

TE

R

VA

LV

E

S H A

FT

TA

IN

TE

R

VA

LV

E

S H A

FT

FOR HATCH COVER DETAILS, SEE DRAWING LMN-1-5-13/6.2.

SECTION 03 30 70.00 29.

INCLUDES HATCH COVER. SEE SPECIFICATIONS

SEAL DECK IN AREAS SHOWN (DECK SURFACE ONLY), 1.

NOTE:

S-401

A1

21 19 17 15 13 11

7 5

1 1A

NAVIGATION LOCK CENTERLINE

C B

L

101214

22 20 18 16

SUB-STATION ROOM

SUB-STATION ROOM

SERVICE GALLERY

SERVICE GALLERY

SERVICE GALLERY SUB-STATION ROOM

M

IN

C

O V

E R

/2

(T Y

P

/2

2" (TYP)

8"

T O

P

IP

E

S L

O P

E V

A R

IE

S

GROUT FLUSH

CUT AND

(TYP)

CUTS, SEE NOTE 12

GROUT FLUSH SLOT

GROUT FLUSH SLOT CUTS (TYP)

PIPE WITH TOP DRAIN

TOP SECTION OF 4" C.I.

TIE INTO OR REPLACE

GUTTER

GUTTER

GUTTER

GUTTER 3" DIA CORE DRILL (NOTES 8 & 9)

SEE NOTE 10 AND 11

S-402

L M

N -1

-5

/8

R U

C T

U R

A L

B M

A S

O N

E W

A L

T O

N

D A

N

IE

L L

E F

IC

H

E R

A P

.E

S U

B -S

T A

T

IO

N R

O O

M

M O

N O

L

IT

H S

P L

A N

S A

N D

S E

C T

IO

N

S

J

E D

W A

R D

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SL

SL

SL

S L

S L

S L

S L

S L

S L

S L

S L

S L

S L

S L

S L

3" GALVANIZED PIPE

GROUT

WITH GROUT TO ACHIEVE SLOPE

ACCEPTABLE TO CUT AND FILL

HIGH LOAD CAPACITY GRATING (NOTE 6)

ALL AROUND

3/16" GAP (+/-2/16")

SEE NOTE 12

NOT TO SCALE

N

KEY PLAN: LOWER MONUMENTAL NAVIGATION LOCK

REF

G-102 A1

N

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

C1 6"0 3" 1'

SECTION: 3" PIPE

D1 3"=1'-0"

SECTION: 3" PIPE

6"0 3" 1'

EXISTING ITEMS

LEGEND:

C4

REF

G-102 A3

N

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

3"=1'-0"

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

SECTION: CORE DRILL

PLAN: DOWN STREAM SUB-STATION ROOM - MONOLITH 27 PLAN: UPSTREAM SUB-STATION ROOM - MONOLITH 5

AND ROUGHEN TO 1/4" AMPLITUDE PROFILE.

BEFORE APPLYING GROUT TO CONCRETE, THROUGHLY CLEAN 12.

PONDING.

FLAPPER VALVE, AS LONG AS THE PIPE DOES NOT CAUSE

IT IS ACCEPTABLE TO INSTALL A PIPE TO CONNECT TO THE 11.

REMAIN CLOSED OTHERWISE.

INSTALL FLAPPER VALVE THAT WILL ALLOW WATER TO EXIT BUT 10.

FOR NEW ELECTRICAL EQUIPMENT AND 4" CONCRETE PADS.

WATER TO EXIT. LOCATIONS MAY BE ADJUSTED TO ACCOUNT

INSTALL UP TO FOUR (4) 3" DIAMETER CORE HOLES TO ALLOW 9.

PLACE 3" DIAMETER CORE HOLES BETWEEN REBAR.8.

BEFORE CUTTING CONCRETE, SCAN FOR EMBEDED ITEMS.7.

RECTANGULAR MESH. SEE SPECIFICATIONS FOR MORE DETAILS.

HIGH LOAD CAPACITY GRATING - 1-1/2" DEEP BY 1" X 2" 6.

SLOPE FLOOR TO DRAIN.5.

IS REMOVED.

FILL IN ELECTRICAL SLOT CUTS WITH GROUT AFTER EQUIPMENT 4.

SLOPE TO DRAIN - MINIMUM SLOPE 1/16" PER FOOT.3.

FOR EXISTING REBAR.

REFERENCE LMN-1-4-2/41 AND LMN-1-4-2/27 - SECTION C AND D 2.

4" C.I. PIPE LOCATION.

REFERENCE LMN-1-4-2/31 AND LMN-1-4-2/9 - ROOM AND EXISTING 1.

NOTES:

GROUT

EXISTING CONCRETE

A3

D1

C1

C4

U N

G E

W O

M E

N S

T O

IL

E

T

M E

N S

T O

IL

E

T

W O

M E

N S

H A

L L

S E

R V

IC

E

G A

L L

E R

Y

G A

T E

R E

P A

IR

P

IT

E L

. 4 .0

G A

T E

S T

O R

A G

E P

IT

E L

. 4

.0

S T

A

IR

S

E L

E V

A T

O R

S H

A F

T

P

IP

E

C A

B L

E

S H

A F

T

E L

. 5 .0

S E

R V

IC

E

G A

L L

E R

Y

E L

. 5 .0

E L

. 5 .0

E L

. 5 .0

J A

N

IT

O R

C L

O S

E T

E L

. 5

.5

E L

. 5 .8

O F

F I C

E N

O . 2

O F

F I C

E N

O . 1

E L

. 4

.6

E

L . 4

.6

E L

. 4

.6

E

L . 4

.6

E L

. 4

.6

E

L . 4

.6

E L

. 5 .0

E L

. 5 .0

E L

. 5 .0

E L

. 5 .0

E L

. 5 .0

AD101

L M

N -1

-2

/2

E D

W A

R D

L U

N C

H R

O O

M

J T

A P

P

M A

T T

H E

W Z

A N

G E

R R

.A

A R

C H

IT

E

C T

U R

A L

D E

M O

L

IT

IO

N

P L

A N

V

IE

W

K

Z A

K

A1

DEMOLITION PLAN: REFLECTIVE CEILING POWERHOUSE ELEVATION 536

SCALE: 3/8" = 1'

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

PANEL TO BE REMOVED

EXISTING CEILING ACCESS

PANEL TO BE REMOVED

EXISTING CEILING ACCESS

ACOUSTICAL CEILING TO BE REMOVED

EXISTING 12"x12" HIDDEN-SPLINE

TO REMAIN

SHEET). PROTECT CABLES

OF WALL (SEE C5 THIS

METAL FRAME THIS SIDE

PLATES AND SUPPORTING

REMOVE EXISTING WOOD

C4

SCALE: NTS

EXISTING OPENING PHOTO

C5

SCALE: NTS

EXISTING OPENING PHOTO

SHEET

FIELD). SEE C4 THIS

OPENING, VERIFY IN

(APPROXIMATELY 21"x22"

CABLE PASSAGE

CONCRETE WALL FOR

EXISTING OPENING IN

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

NOT TO SCALE

N

KEY PLAN: LOWER MONUMENTAL POWERHOUSE

LEGEND:

EXISTING AND OTHER DISCIPLINE ITEMS

ITEMS TO BE DEMOLISHED

2-HOUR FIRE-RATED WALL

NORTH

PLAN

0 4' 8'2'

AND LIGHTS.

PANELS,SUPPORTING STRUCTURE, ATTACHMENTS

REMOVE ALL EXISTING CEILING, ACCESS 3.

REQUIREMENTS.

CEILING AND CEILING ACCESS PANEL

SEE SPEC SECTION 09 51 00.00 28 FOR ACOUSTICAL 2.

REQUIREMENTS.

SEE SPEC SECTION 07 84 00.00 28 FOR FIRESTOPPING 1.

NOTES:

LUNCHROOM

PIPE SHAFT

SHAFT

CABLE

EXISTING LIGHT FIXTURE TO BE DEMOLISHED

U N

G E

W O

M E

N S

T O

IL

E

T

M E

N S

T O

IL

E

T

W O

M E

N S

H A

L L

S E

R V

IC

E

G A

L L

E R

Y

G A

T E

R E

P A

IR

P

IT

E L

. 4

.0

G A

T E

S T

O R

A G

E P

IT

E L

. 4

.0

S T

A

IR

S

E L

E V

A T

O R

S H

A F

T

P

IP

E

C A

B L

E

S H

A F

T

E L

. 5 .0

S E

R V

IC

E

G A

L L

E R

Y

E L

. 5 .0

E L

. 5 .0

E L

. 5 .0

J A

N

IT

O R

C L

O S

E T

E L

. 5

.5

E L

. 5 .8

O F

F I C

E N

O . 2

O F

F I C

E N

O . 1

E L

. 4

.6

E

L . 4

.6

E L

. 4

.6

E

L . 4

.6

E L

. 4

.6

E

L . 4

.6

E L

. 5 .0

E L

. 5 .0

E L

. 5 .0

E L

. 5 .0

E L

. 5 .0

A-101

L M

N -1

-2

/3

E D

W A

R D

L U

N C

H R

O O

M

J T

A P

P

M A

T T

H E

W Z

A N

G E

R R

.A

A R

C H

IT

E

C T

U R

A L

P L

A N

V

IE

W

K

Z A

K

A1

REVISION PLAN: REFLECTIVE CEILING POWERHOUSE ELEVATION 536

SCALE: 3/8" = 1'

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

CEILING ACCESS PANEL

CEILING ACCESS PANEL

CENTER NEW CEILING WITHIN ROOM

FIRESTOPPING SYSTEM

PROVIDE A CABLE MANAGEMENT

ABOVE CEILING IN THIS LOCATION,

RATED WALL PENETRATION OCCURS

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

NOT TO SCALE

N

KEY PLAN: LOWER MONUMENTAL POWERHOUSE

LEGEND:

EXISTING AND OTHER DISCIPLINE ITEMS

NEW ARCHITECTURAL ITEMS

2-HOUR FIRE-RATED WALL

NORTH

PLAN

0 4' 8'2'

DIFFUSER REQUIREMENTS.

SEE SPEC SECTION 23 00 01.00 28 FOR CEILING 5.

OF OPENINGS.

CEILING HANGER SUPPORTS ARE TO REMAIN CLEAR

AND INSTALLED LIGHT FIXTURES WHERE SHOWN.

PROVIDE OPENINGS FOR GOVERNMENT PROVIDED 4.

CEILING.

MATCH HEIGHT OF NEW CEILING TO ORIGINAL 3.

REQUIREMENTS.

CEILING AND CEILING ACCESS PANEL

SEE SPEC SECTION 09 51 00.00 28 FOR ACOUSTICAL 2.

REQUIREMENTS.

SEE SPEC SECTION 07 84 00.00 28 FOR FIRESTOPPING 1.

NOTES:

BY GOVERNMENT

2'x4' LIGHT FIXTURE TO BE PROVIDED AND INSTALLED

LUNCHROOM

SHAFT

CABLE PIPE SHAFT

(TYP)

24" x 24" CEILING TILE DIFFUSERS, 4-DIRECTIONAL, 5 EACH

21 19 17 15 13 11

7 5

101214

22 20 18 16

A-401

L M

N -1

-2

/4

E D

W A

R D

ABOVE

HATCH OPENING

S U

B S

T A

T

IO

N R

O O

M

M O

N O

L

IT

H

MONOLITH

MONOLITH

MONOLITH

K

Z A

K

M A

T T

H E

W Z

A N

G E

R R

.A

A R

C H

IT

E

C T

U R

A L

E N

L A

R G

E D

P L

A N

FRAME

STEEL DOOR AND

DEMOLISH EXISTING

SEE A-601

NEW DOOR ASSEMBLY,

J T

A P

P

A1

PLAN: NAVIGATION LOCK SUBSTATION ROOM (MONOLITH 5)

SCALE: 1/4" = 1'

SEE NOTE 1

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

MACHINERY

ROOM

TAINTER VALVE

SHAFT

C U

L V

E R

T B

U L

K H

E A

D S

L O

T

S T

A

IR

W E

L L

EL. 539.17SERVICE GALLERY

EL. 538.0

EL. 538.0

SUB-STATION ROOM

U S

-0

NOT TO SCALE

N

KEY PLAN: LOWER MONUMENTAL NAVIGATION LOCK

S T

A

.9

S T

A

.4

(MONOLITH 5)

SUBSTATION ROOM

NAVIGATION LOCK

LEGEND:

EXISTING AND OTHER DISCIPLINE ITEMS

NEW ARCHITECTURAL ITEMS

UP

ITEMS TO BE DEMOLISHED

1-HOUR FIRE-RATED WALL

NORTH

PLAN

0 4' 8'2'G-102

REF

2'-9" W x 2'-3" H.

EXISTING CABLEWAY OPENING IS APPROXIMATELY

BOTH EXISTING AND NEW CABLES IN WALL OPENING.

REQUIREMENTS. FIRESTOPPING TO ACCOMODATE

SEE SPEC SECTION 07 84 00.00 28 FOR FIRESTOPPING 1.

NOTES:

G-102

21 19 17 15 13 11

7 5

1 1A

NAVIGATION LOCK CENTERLINE

C B

L

101214

22 20 18 16

A-402

L M

N -1

-2

/5

E D

W A

R D

MONOLITH

S U

B S

T A

T

IO

N R

O O

M

M O

N O

L

IT

H

A R

C H

IT

E

C T

U R

A L

E N

L A

R G

E D

P L

A N

K

Z A

K

SEE A-601

NEW DOOR ASSEMBLY,

FRAME

STEEL DOOR AND

DEMOLISH EXISTING

J T

A P

P

M A

T T

H E

W Z

A N

G E

R R

.A

A1

PLAN: NAVIGATION LOCK SUBSTATION ROOM (MONOLITH 27)

SCALE: 1/4" = 1'

SEE NOTE 1 SEE NOTE 2

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

HATCH OPENING ABOVE

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

SUB-STATION ROOM

EL 533.0

EL 533.0

STAIRWELL

EL 538.0

COUNTERWEIGHT

SHAFT

ELEVATOR

SHAFT

BRIDGE SEAT

SERVICE GALLERY

B U

LK

H E A D S

LO

T

D S

-0

NOT TO SCALE

N

KEY PLAN: LOWER MONUMENTAL NAVIGATION LOCK

27 S T

A

.0

(MONOLITH 27)

SUBSTATION ROOM

NAVIGATION LOCK

LEGEND:

EXISTING AND OTHER DISCIPLINE ITEMS

NEW ARCHITECTURAL ITEMS

ITEMS TO BE DEMOLISHED

UPUP

U P

1-HOUR FIRE-RATED WALL

NORTH

PLAN

0 4' 8'2'G-102

REF

APPROXIMATELY 1'-0" W x 1'-0" H.

WALL OPENING. EXISTING PIPE CHASE OPENING IS

ACCOMMODATE BOTH EXISTING AND NEW PIPES IN

FIRESTOPPING REQUIREMENTS. FIRESTOPPING TO

SEE SPEC SECTION 07 84 00.00 28 FOR 2.

APPROXIMATELY 2'-6" W x 2'-6" H.

WALL OPENING. EXISTING CABLEWAY OPENING IS

ACCOMMODATE BOTH EXISTING AND NEW CABLES IN

FIRESTOPPING REQUIREMENTS. FIRESTOPPING TO

SEE SPEC SECTION 07 84 00.00 28 FOR 1.

NOTES:

G-102

A-601

M

N -1

-2

/6

C H

IT

E

C T

U R

A L

K

Z A

K

M A

T T

H E

W Z

A N

G E

R R

.A

J T

A P

P

D O

O R

S

S C

H E

D U

L E

A N

D D

E T

A

IL

S

K

Z A

K

2"

/4

0 5/8 "

STYLE FOR FLUSH ATTACHMENT TO THE DOOR FRAME.

303 OR 304 STAINLESS STEEL AND SHALL BE FLAT HEAD

BOLTS. BOLTS MUST BE FABRICATED WITH TYPE

HEAVY DUTY SLEEVE STYLE UNDERCUT EXPANSION

CONCRETE WALL WITH 3/8" DIAMETER x 6" LONG

MINIMUM OF THREE (3) ANCHORS TO THE EXISTING

APPROVED PIPE SPACER ANCHORS. PROVIDE A

HOLLOW METAL DOOR FRAME. FASTEN WITH U.L.

VINYL BULB SMOKE SEAL

CONCRETE WALL

EXISTING CAST-IN-PLACE

EACH SIDE OF THE FRAME.

CONCRETE WITH A SILICONE SEALANT TO

OPENING. CAULK BETWEEN THE NEW FRAME AND

REQUIRED TO CENTER THE DOOR IN THE ROUGH

PROVIDE PRESSURE TREATED WOOD SHIMMING AS

HM DOOR

EXISTING CONCRETE FLOOR

HM DOOR

HM DOOR FRAME BEYOND

/4

C1

SCALE: 3" = 1'

DOOR JAMB / HEAD DETAIL

A1

SCALE: 3" = 1'

THRESHOLD DETAIL

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

LEGEND:

EXISTING AND OTHER DISCIPLINE ITEMS

NEW ARCHITECTURAL ITEMS

SUB-STATION ROOM

GALLERY

U N

D E

R C

U T

(M

A X

IM

U

M

SUB-STATION ROOM GALLERY

6"0 3" 1'

6"0 3" 1'

THK = THICK

SIM = SIMILAR

RM = ROOM

RHRB = RIGHT HAND REVERSE BEVEL

NO = NUMBER

N/A = NOT APPLICABLE

MAT'L = MATERIAL

LHRB = LEFT HAND REVERSE BEVEL

HWR = HARDWARE

HM = HOLLOW METAL

FF = FACTORY FINISH

F = FLUSH

ABBREVIATIONS

P-001

E V

A N

S

N B

A K

K E

L M

N -1

-3 -2

/2

K E

V

IN

R E

N S

H A

W

P

B A

L L

A S

N O

T E

S

L E

G E

N D

S

A B

B R

E V

IA

T

IO

U M

B

IN

G

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

TWO LINES OF TEXT TO MATCH

TEXT SIZE FOR THIS SHEET SCALE

TWO LINES OF TEXT TO MATCH

TEXT SIZE FOR THIS SHEET SCALE

MG1.

MG2.

MG3.

MG4.

MG5.

SEE GENERAL NOTES AND LEGENDS ON SHEET G-00X.

MECHANICAL GENERAL REQUIREMENTS.

PROVIDE PLUMBING WORK IN ACCORDANCE WITH

ELBOW TURNING AWAY OR DOWN

ELBOW TURNING TOWARD OR UP

COMPRESSED AIR PIPING

TEE: BRANCH TURNED TOWARD OR UP

TEE: BRANCH TURNED AWAY OR DOWN

PIPE CAP

PIPE PLUG

A

CHECK VALVE

BALL VALVE

PRESSURE GAUGE

PRESSURE REDUCING VALVE

REDUCER

UNION

PLUMBING GENERAL NOTES

SHEETS.

PLUMBING SHEETS AND PLUMBING DEMOLITION

PLUMBING GENERAL NOTES APPLY ONLY TO

SEE PLUMBING LINE WEIGHT LEGEND.

PLUMBING SHEETS.

PROVIDE WORK INDICATED IN HEAVY LINE WEIGHT ON

EXISTING WORK.

SHEETS AND WHERE INDICATED TO REMOVE

HEAVY LINE WEIGHT ON PLUMBING DEMOLITION

REMOVE EXISTING PLUMBING WORK INDICATED IN

CONTRACT.

WORK PROVIDED BY PERFORMANCE OF THIS

HEAVY LINE WEIGHT INDICATING PLUMBING

PLUMBING WORK TO REMAIN.

MEDIUM LINE WEIGHT INDICATING EXISTING

EXISTING SITE FEATURES TO REMAIN.

THAT IS TO REMAIN, AND

EXISTING WORK OTHER THAN PLUMBING

WORK OTHER THAN PLUMBING,

LIGHT LINE WEIGHT INDICATING:

PIPING LEGEND

PLUMBING LINE WEIGHT LEGEND

PSI GAUGE PSIG

PLUMBING ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

CU COPPER

EL ELEVATION

GALV GALVANIZED

PSI POUNDS PER SQUARE INCH

P-101

E V

A N

S

L M

N -1

-3

/3

SOUTH NON- OVERFLOW

CENTRAL NON- OVERFLOW

NAVIGATION LOCK

SPILLWAY

POWERHOUSE

B A

L L

A S

N B

A K

K E

K E

V

IN

R E

N S

H A

W

P

3/4"

1"

IN

T

A K

E G

A L

L E

R Y

E

L

T Y

P B

A Y

S

-5

C O

M P

R E

S S

E D

A

IR

S E

R V

IC

E

S T

A T

IO

N

S

P L

U M

B

IN

G R

E M

O V

A L

A N

D R

E L

O C

A T

IO

N

EXISTING CODE CALL BELL - BAY 3 ONLY

PROVIDE 2" CU COUPLING IN PLACE OF REMOVED TEE (BAY 4 ONLY).

REMOVE EXISTING 1 1/2" BRANCH, GATE VALVE, AND EXISTING TEE.

BELL - BAY 3 ONLY

EXISTING CODE CALL

RELOCATE EXISTING 1" CU COMPRESSED AIR SERVICE BRANCH (BAYS 2 & 4 ONLY)

IN PLAN)

WATER (NOT SHOWN

EXISTING 4" POTABLE

WATER (BAYS 2 & 4 ONLY)

EXISTING 1 1/2" CU DECK WASH

EXISTING 2" CU AIR HEADER

WITH 1" BALL VALVE, BAY 1 ONLY

RELOCATE EXISTING 1" CU SERVICE BRANCH

WASH WATER LINE

EXISTING 2 1/2" DECK

(BAYS 2 & 4 ONLY), SEE NOTE 2

AIR SERVICE BRANCH SIMILAR TO

RELOCATE EXISTING 1" CU COMPRESSED

PROVIDE 2" CU COUPLING IN PLACE OF REMOVED TEE (BAY 4 ONLY).

REMOVE EXISTING 1 1/2" BRANCH, GATE VALVE, AND EXISTING TEE.

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

NOT TO SCALE

KEY PLAN: LOWER MONUMENTAL DAM

N

OVERFLOW

NORTH NON-

N1

EL 539

EL 539.00

CL

CL

REF

G-101 0 4' 8'2'1/4"=1'-0"

0 4' 8'2'1/4"=1'-0"

PIER

PIER

EL 539.00

FOR BAY 6

SEE SHEET P-102

FOR BAY 6

SEE SHEET P-102

GALLERY EL 539, (BAYS 1-5)

INTAKE SERVICE

ELEVATION: INTAKE SERVICE GALLERY (BAYS 1-5)

PLAN: INTAKE SERVICE GALLERY EL 539 (BAYS 1-5)

SERVICE STATION

COMPRESSED AIR

RELOCATE EXISTING

AIR HEADER

EXISTING 2" CU

(BAYS 1, 2, 3, 4 & 5), SEE NOTE 2

COMPRESSED AIR SERVICE STATION

RELOCATE EXISTING

WITH 1" BALL VALVE, BAY 1 ONLY, SEE NOTE 2

RELOCATE EXISTING 1" CU SERVICE BRANCH

CABLE TRAYS.

AND SERVICE STATIONS TO CLEAR SPACE FOR ELECTICAL

2. RELOCATE EXISTING COMPRESSED AIR SERVICE BRANCHES

LEGENDS ON SHEET P-001.

SEE ABBREVIATIONS, MECHANICAL GENERAL NOTES AND 1.

NOTES:

WASH WATER LINE BEHIND AIR HEADER

EXISTING 2 1/2" CU DECK

P-502

P-502

P-501

P-502

P-502

P-501

P-101

P-102

E V

A N

S

L M

N -1

-3

/4

NAVIGATION LOCK

B A

L L

A S

N B

A K

K E

K

V

IN

R E

N S

H A

W

P .E

IN

T A

K E

G A

L L

E R

Y

E L

B A

Y

P L

U M

B

IN

G R

E M

O V

A L

A N

D R

E L

O C

A T

IO

N

C O

M P

R E

S S

E D

A

IR

S E

R V

IC

E

S T

A T

IO

EXISTING 2" CU AIR HEADER EXISTING 2 1/2" CU DECK WASH WATER LINE

(NOT SHOWN IN PLAN)

INSULATED POTABLE WATER

EXISTING 4" STEEL

EXISITNG 3/4" CU

WASH WATER

EXISTING 1 1/2" DECK

EXISTING 2" VALVES

BYPASS VALVE

EXISTING 1/2"

REMOVABLE SPILLWAY WEIR

SERVICE LINE TO

COMPRESSED AIR PIPE

EXISTING 2" COPPER

SERVICE LINE TO REMOVABLE SPILLWAY WEIR

EXISTING 2" COPPER COMPRESSED AIR PIPE

2" CU

2" FLANGE ISOLATION JOINT

1" CU SERVICE AIR

RELOCATE EXISTING

STEEL

2" GALVANIZED

RELOCATE EXISTING 1" CU SERVICE AIR

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

NOT TO SCALE

KEY PLAN: LOWER MONUMENTAL DAM

N

OVERFLOW

NORTH NON-

N1

ELEVATION: INTAKE SERVICE GALLERY (BAY 6)

EL 539.00

EL 543.0

CLPIER 7CLPIER 6

REF

G-101

PLAN: INTAKE SERVICE GALLERY EL 539 TO EL 543 (BAY 6)

0 4' 8'2'1/4"=1'-0"

0 4' 8'2'1/4"=1'-0"

GALLERY EL 539 TO EL 543, (BAY 6)

INTAKE SERVICE

EL VARIES

FOR TYP BAYS 1-5

SEE SHEET P-101

FOR TYP BAYS 1-5

SEE SHEET P-101

SEE NOTE 2.

RELOCATE EXISTING SERVICE LINE SIMILAR TO

AIR HEADER

EXISTING 2" CU

SERVICE STATION

COMPRESSED AIR

RELOCATE EXISTING

SHEET KEY NOTES:

CABLE TRAYS.

AND SERVICE STATIONS TO CLEAR SPACE FOR ELECTICAL

2. RELOCATE EXISTING COMPRESSED AIR SERVICE BRANCHES

LEGENDS ON SHEET P-001.

SEE ABBREVIATIONS, MECHANICAL GENERAL NOTES AND 1.

NOTES:

SEE NOTE 2

SERVICE STATION,

COMPRESSED AIR

RELOCATE EXISTING

EXISTING 2 1/2" CU DECK WASH WATER LINE BEHIND AIR HEADER

P-502

P-501

P-502

P-501

P-102

P-501

E V

A N

S

L M

N -1

-3

/5

B A

L L

A S

N B

A K

K E

K E

V

IN

R E

N S

H A

W

P .E

1" CU

3/4" CU

EXISTING 3/4" CU

P L

U M

B

IN

G

C O

M P

R E

S S

E D

A

IR

M A

N

IF

O L

D

R E

M O

V A

L A

N D

R E

L O

C A

T

IO

N D

E T

A

IL

S

PIPE

EXISTING 4" POTABLE WATER

OF INTAKE SERVICE GALLERY

EXISTING CONCRETE FLOOR

OF INTAKE SERVICE GALLERY

EXISTING CONCRETE FLOOR

1" CU TEE

1" CU TEE

BALL VALVES

1" CHARACTERIZED

1" CU TEE

CONCRETE WALL

OUT FROM THE UPSTREAM

SOLDERED JOINT PIPE STUBBED

CONNECT TO EXISTING 1" CU

UPSTREAM CONCRETE WALL

STUBBED OUT FROM THE

SOLDERED JOINT PIPE

CONNECT TO EXISTING 1" CU

WITH A SOLDERED JOINT COUPLING

CONNECT TO EXISTING 3/4" CU PIPE

REMOVE EXISTING 1" CU

REMOVE EXISTING 2"x2"x1" CU TEE

TO REMAIN SUITABLE FOR MAKING SOLDERED JOINT

CUT EXISTING 3/4" CU PIPE, LEAVE CUT END OF PIPE

PIPE REMAINING IN 1" CU ADAPTER

REMOVE EXISTING END OF CUT

REDUCING VALVE

REMOVE EXISTING PRESSURE

AIR (100 PSIG)

COMPRESSED

EXISTING 2" CU

1" CU TEE

PIPE

EXISTING 4" POTABLE WATER

SOLDERED JOINT COUPLING

3/4" CU PIPE WITH A

CONNECT TO EXISTING

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

1" THICK

EXISTING INSULATION

1" THICK

EXISTING INSULATION

SLIP COUPLING

2" CU

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

A

OF THE VALVE STEM.

OF VALVE STEM TRAVEL THROUGHOUT THE TRAVEL RANGE

THROUGH THE VALVE IS THE SAME FOR THE SAME AMOUNT

CHARACTERISTIC; THAT IS, THE CHANGE IN FLOW RATE

CHARACTERIZED TO PROVIDE A LINEAR FLOW

2"x2"x1" CU TEE

1' 2'0 6"11/2"=1'-0"

1' 2'0 6"11/2"=1'-0"

AND VALVES.

REMOVE EXISTING COPPER PIPING, COPPER FITTINGS,

TO MELT THE SOLDER.

UNDO EXISTING SOLDERED JOINT BY HEATING THE JOINT

NOTE 2 ON SHEET P-102.

SEE NOTE 2 ON SHEET P-101 AND

ELEVATION DETAIL: COMPRESSED AIR MANIFOLD REMOVAL

SHEET KEY NOTES:

BALL VALVE WITH HOSE END CAP AND BALL CHAIN

1" BRONZE SOLDERED END x 3/4" MALE HOSE THREAD 6

EXISTING 4" POTABLE WATER PIPE WITH INSULATION.

EXISTING 2" CU COMPRESSED AIR PIPE (100 PSIG).

9 EXISTING 2 1/2" CU DECK WASH WATER PIPE.

ELEVATION DETAIL: COMPRESSED AIR RELOCATION

1' 2'0 6"11/2"=1'-0"

SECTION

1' 2'0 6"11/2"=1'-0"

SECTION

1' 2'0 6"11/2"=1'-0"

SECTION

1' 2'0 6"11/2"=1'-0"

SECTION

7 7 7 7

8 8 8

REF

P-102 P-101

REF

P-102 P-101

-3

P-502

E V

A N

S

L M

N -1

-3

/6

B A

L L

A S

N B

A K

K E

K E

V

IN

R E

N S

H A

W

P .E

P L

U M

B

IN

G

R E

M O

V A

L A

N D

R E

L O

C A

T

IO

N D

E T

A

COMPRESSED AIR PIPE

WASH PIPE BEHIND EXISTING

EXISTING 2 1/2" CU DECK

EXISTING 1" CU COMPRESSED AIR SERVICE LINE

TO REMAIN SUITABLE FOR MAKING SOLDERED JOINT.

CUT EXISTING 1" CU PIPE. LEAVE CUT END OF PIPE

EXISTING 2" CU COMPRESSED AIR PIPE

EXISTING 2" CU COMPRESSED AIR PIPE

EXISTING 1" CU COMPRESSED AIR SERVICE LINE

EXISTING CONCRETE FLOOR OF INTAKE SERVICE GALLERY

EXISTING CONCRETE FLOOR OF INTAKE SERVICE GALLERY

EXISTING 4" POTABLE WATER PIPE WITH INSULATION

EXISTING 4" POTABLE WATER PIPE WITH INSULATION

1" CU

1" CU

C O

M P

R E

S S

E D

A

IR

S E

R V

IC

E

L

IN

1" CU SOLDER JOINT 45 DEGREE BEND

BEHIND EXISTING COMPRESSED AIR PIPE

EXISTING 2 1/2" CU DECK WASH PIPE

1" CU SOLDER JOINT 90 DEGREE BEND

AND REMOVE EXISTING CU TEE

CUT EXISTING 1" CU PIPE

WITH 1" CU SOLDER JOINT COUPLING

CONNECT TO EXISTING SERVICE LINE

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

REMOVE EXISTING

SLIP COUPLING

2" CU

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

1' 2'0 6"11/2"=1'-0"

ELEVATIONAL DETAIL: COMPRESSED AIR SERVICE RELOCATION

1' 2'0 6"11/2"=1'-0"

ELEVATIONAL DETAIL: COMPRESSED AIR SERVICE REMOVAL

2"x2"x1" CU TEE

REMOVE EXISTING COPPER PIPING.

SHEET KEY NOTES:

REF

P-102 P-101

REF

P-102 P-101

SEE NOTE 2 ON SHEET P-101 AND NOTE 2 ON SHEET P-102.3

M-001

E V

A N

S

N B

A K

K E

L M

N -1

-3 -2

/7

K E

V

IN

R E

N S

H A

W

P

B A

L L

A S

N O

T E

S

L E

G E

N D

S

A B

B R

E V

IA

T

IO

C H

A N

IC

A

L

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

TWO LINES OF TEXT TO MATCH

TEXT SIZE FOR THIS SHEET SCALE

TWO LINES OF TEXT TO MATCH

TEXT SIZE FOR THIS SHEET SCALE

V VOLTS

RPM REVOLUTIONS PER MINUTE

DEGREES FAHRENHEIT

HERTZ

INCHES

°F

Hz

IN

HORSE POWERHP

MG1.

MG2.

MG3.

MG4.

MG5.

CONTRACT.

WORK PROVIDED BY PERFORMANCE OF THIS

HEAVY LINE WEIGHT INDICATING MECHANICAL

MECHANICAL WORK TO REMAIN.

MEDIUM LINE WEIGHT INDICATING EXISTING

EXISTING SITE FEATURES TO REMAIN.

THAT IS TO REMAIN, AND

EXISTING WORK OTHER THAN MECHANICAL

WORK OTHER THAN MECHANICAL,

LIGHT LINE WEIGHT INDICATING:

MECHANICAL GENERAL NOTES

EL ELEVATION

SEE GENERAL NOTES AND LEGENDS ON SHEET G-00X.

MECHANICAL GENERAL REQUIREMENTS.

PROVIDE MECANICAL WORK IN ACCORDANCE WITH

PARALLEL BLADES

MOTOR OPERATED AUTOMATIC DAMPER,

SHEETS.

MECHANICAL SHEETS AND MECHANCAL DEMOLITION

MECHANICAL GENERAL NOTES APPLY ONLY TO

EXISTING WORK.

HEAVY LINE WEIGHT AND WHERE INDICATED TO REMOVE

REMOVE EXISTING MECHANICAL WORK INDICATED IN

SEE MECHANICAL LINE WEIGHT LEGEND.

MECHANICAL SHEETS.

PROVIDE WORK INDICATED IN HEAVY LINE WEIGHT ON

MECHANICAL ABBREVIATIONS HVAC AIR DISTRIBUTION LEGEND

GPR GROUND PENETRATING RADAR

SUPPLY AIR JET FLOW DIRECTION ARROW

EXHAUST AIR FLOW DIRECTION ARROW

MECHANICAL LINE WEIGHT LEGEND

CFM CUBIC FEET PER MINUTE

DIRECT, ARRANGEMENT 4DRIVE

MOTOR ENCLOSURE OPEN DRIP PROOF

CONTROL AND SCHEMATIC 1/M-601

SEE LADDER DIAGRAM 2/M-601

MARK

LOCATION MONOLITH 5 SUBSTATION ROOM

SERVICE SUBSTATION ROOM VENTILATION

AIR FLOW RATE (CFM) 4,000

STATIC PRESSURE (INWC) 0.25

FAN TYPE AXIAL FLOW

MAX SHAFT POWER (HP) 0.6

MOTOR RATED POWER (HP) 3/4

MAXIMUM SPEED (RPM) 1,170

MOTOR ELECTRICAL POWER (V/PH/Hz) 120/1/60

INDUCTIONMOTOR TYPE

SUPPL AIR FAN

DIRECT, ARRANGEMENT 4DRIVE

MOTOR ENCLOSURE OPEN DRIP PROOF

CONTROL AND SCHEMATIC 3/M-601

SEE LADDER DIAGRAM 4/M-601

LEGEND

MARK

LOCATION MONOLITH 27 SUBSTATION ROOM

SERVICE SUBSTATION ROOM VENTILATION

AIR FLOW RATE (CFM) 2,000

STATIC PRESSURE (INWC) 0.25

FAN TYPE AXIAL FLOW

MAX SHAFT POWER (HP) 0.22

MOTOR RATED POWER (HP) 1/4

MAXIMUM SPEED (RPM) 1,170

MOTOR ELECTRICAL POWER (V/PH/Hz) 120/1/60

INDUCTIONMOTOR TYPE

THERMOSTAT (TEMPERATURE SWITCH)T

CONDUIT BY DIVISION 26

HVAC SYSTEM CONTROL WIRING IN

INWC INCHES WATER COLUMN

PH PHASE

STA STATION

VF-27

LEGEND

SUPPL AIR FAN

VF-5

ABOVE FINISHED FLOORAFF

VF

VF

21 19 17 15 13 11

7 5

1 1A

NAVIGATION LOCK CENTERLINE

C B

L

101214

22 20 18 16

M-101

M

E V

A N

S

L M

N -1

-3

B A

L L

A S

N B

A K

K E

K E

V

IN

R E

N S

H A

W

P .E

M E

C H

A N

IC

A

L

THE DAMPER BLADES OUT OF THE SUB-STATION ROOM.

RECESS DAMPER FAR ENOUGH BACK IN OPENING TO KEEP THE FRONT EDGE OF

EXISTING OPENING IN CONCRETE. BOTTOM IS AT 7'-6" AFF.

42"x42" MOTORIZED EXHAUST AIR DAMPER (05/D2) WITH INTERNAL ACTUATOR IN

EXISTING MESH SCREEN

RECESS IN FRONT OF THE FAN DISCHARGE OPENING

FLANGE OF EXISTING 33" SQUARE, 6" DEEP

CONNECT MOTORIZED DAMPER FRAME TO

P A

R T

IA

L

P L

A N

S

M O

N O

L

IT

H S

-7

-9 S

U B

S T

A T

IO

N

C O

O L

IN

G

NON-OVERFLOW

SOUTH

ENCROACH INSIDE THIS AREA.

DO NOT ALLOW MECHANICAL WORK TO

EXISTING HATCH OPENING ABOVE.

24"X48" AIR FILTER UNIT

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

INSECT SCREEN AND FRAME

30" x 33" MOTORIZED OUTDOOR AIR DAMPER (05/D1)

FASTEN TO EXISTING GUARD FRAME

THE EXISTING CONCRETE OPENING.

MATCHING THE INSIDE DIAMETER OF

ROUND INSECT SCREEN AND FRAME

JUNCTION BOX

ELECTRICAL

COMPONENTS ENCLOSURE 48" TO 60" AFF

CONTROL SYSTEM

WIDTH AND HEIGHT OF THE AIR FILTER UNIT

BIRD SCREEN AND FRAME MATCHING THE

TRANSITION BETWEEN THE MOTORIZED OUTDOOR AIR DAMPER AND AIR FILTER UNIT

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

5MONOLITH

EL. 538.0

SERVICE GALLERY

EL. 539.17

EL. 544.0

SUB-STATION ROOM

EL. 538.0

MONOLITH 3

T

NOTES ON SHEET M-001.

SEE ABBREVIATIONS, LEGENDS AND MECHANICAL GENERAL 1.

NOTE:

S T

A

.9

S T

A

.4

NOT TO SCALE

N

KEY PLAN: LOWER MONUMENTAL NAVIGATION LOCK

NAVIGATION LOCK GALLERY VIEW SHOWN

REF

G-102

N

0 4' 8'2'1/4"=1'-0"

PARTIAL PLAN: MONOLITH 5 SUBSTATION ROOM VENTILATION

IN CONCRETE

AIR DUCT EMBEDDED

EXISTING OUTDOOR

INSTALLING VF-5.

DAMPER BEFORE

FAN AND MOTORIZED

REMOVE EXISTING

CENTER LINE 39" AFF.

21 19 17 15 13 11

7 5

1 1A

NAVIGATION LOCK CENTERLINE

C B

L

101214

22 20 18 16

M-102

M

E V

A N

S

L M

N -1

-3

/9

B A

L L

A S

N B

A K

K E

K E

V

IN

R E

N S

H A

W

P .E

M E

C H

A N

IC

A

L

P A

R T

IA

L

P L

A N

S

M O

N O

L

IT

H S

S

U B

S T

A T

IO

N

C O

O L

IN

G

NON-OVERFLOW

SOUTH

(UNDER CANTILEVERED PORTION OF ROADWAY DECK).

EXISTING OPENING IN THE CONCRETE WALL

EXISTING MESH SCREEN AT EXTERIOR END OF

OVER THE OPENING OF THE DAMPER

20"x18" BIRD SCREEN AND FRAME

OPENING ABOVE

EXISTING HATCH

EXISTING CABLE TRAYS

WITH TOP 4" TO 12" BELOW THE CEILING.

EXISTING STEEL REINFORCED CONCRETE

CORE DRILL 20 INCH DIAMETER HOLE IN

20"x18" MOTORIZED EXHAUST FAN DAMPER (27/D2)

JUNCTION BOX

ELECTRICAL

24"x24" AIR FILTER UNIT CENTER LINE 24" AFF

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

FROM INSIDE THE CORE DRILLED HOLE.

FASTEN BIRD SCREEN AND FRAME TO THE EXISTING CONCRETE

EXTERIOR SURFACE OF EXTERIOR CONCRETE WALL.

BIRD SCREEN AND FRAME WITH OUTSIDE SURFACE FLUSH WITH

INSIDE SURFACE OF THE BIRD SCREEN AND FRAME

INSECT SCREEN AND FRAME FASTENED TO THE

FASTENED TO THE EXISTING CONCRETE WALL AROUND THE CORE DRILLED HOLE.

20"x18" TO 20" ROUND TRANSITION, 6" LONG WITH SUPPORT FRAME

TEMPERATURE SWITCH 80" TO 82" AFF.

CONTROL SYSTEM COMPONENTS ENCLOSURE WITH

MESH SCREEN (ON THE SIDE TOWARD VF-27)

INSECT SCREEN AND FRAME, ATTACH TO THE EXISTING

24"x24" MOTORIZED OUTDOOR AIR DAMPER (27/D1)

EXISTING OPENING IN THE CONCRETE WALL

OVER OPENING OF THE AIR FILTER UNIT

24"x24" BIRD SCREEN AND FRAME

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

EL 538.0

SUB-STATION ROOM

EL 533.0

MONOLITH

T

NOTES ON SHEET M-001.

SEE ABBREVIATIONS, LEGENDS AND MECHANICAL GENERAL 1.

NOTE:

STEEL REINFORCEMENT TO BE CUT.

LOCATION OF THE HOLE TO MINIMIZE THE AMOUNT OF

EXISTING STEEL REINFORCEMENT BARS AND SHIFT THE

BEFORE CORE DRILLING HOLE, USE GPR TO LOCATE THE

SHEET KEY NOTES:

NOT TO SCALE

N

KEY PLAN: LOWER MONUMENTAL NAVIGATION LOCK

NAVIGATION LOCK GALLERY VIEW SHOWN

REF

G-102

1/4"=1'-0" 0 4' 8'2'

N

PARTIAL PLAN: MONOLITH 27 SUBSTATION ROOM VENTILATION

LSQ1

S T

A

.0

SUBSTATION ROOM.

HORIZONTAL FOOT TO DRAIN WATER AWAY FROM THE

SLOPE BOTTOM OF CORE DRILLED HOLE 1/4" PER 2

OPENING BEFORE INSTALLING VF-27

REMOVE EXISTING FAN AND DAMPERS IN THE EXISTING

PRACTICES ARE RECOMMENDED.

CONSEQUENTLY, EXTREME CAUTION AND ROBUST SAFETY

FROM THE CENTER LINE OF THE CORE DRILLED HOLE;

OF THE CORE DRILLED HOLE IS MORE THAN 80 FEET DOWN

THE EXISTING CONCRETE DECK BELOW THE EXTERIOR END 3

ELEVATION 548.0'

NAVIGATION LOCK ROADWAY DECK,

ELEVATION 553.0'

NAVIGATION LOCK ROADWAY DECK,

OUTDOOR AIR DAMPER

OUTDOOR AIR DAMPER

ELEVATION 548.0'

NAVIGATION LOCK ROADWAY DECK,

ELEVATION 553.0'

NAVIGATION LOCK ROADWAY DECK,

EXHAUST AIR DAMPER

EXHAUST AIR DAMPER

TEMPERATURE SWITCH

EXHAUST AIR DAMPER ACTUATOR

DAMPER ACTUATOR

OUTDOOR AIR

DAMPER ACTUATOR

EXHAUST AIR

TEMPERATURE SWITCH

OUTDOOR AIR DAMPER ACTUATOR

AIR FILTER UNIT

AIR FILTER UNIT

AND FRAME

SCREEN

INSECT

AND FRAME

SCREEN

INSECT

AND FRAME

INSECT SCREEN

AND FRAME

INSECT SCREEN

MESH SCREEN

EXISTING

BIRD SCREEN AND FRAME

MESH SCREEN

EXISTING

MESH SCREEN

EXISTING

M-601

M

E V

A N

S

N B

A K

K E

L M

N -1

-3 -2

/1

K E

V

IN

R E

N S

H A

W

P

B A

L L

A S

M E

C H

A N

IC

A

L

S C

H E

M A

T

IC

S P

L

IT

S Y

S T

E M

D E

H U

M

ID

IF

IC

A T

IO

N

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

OUTDOOR AIR

VF

AIR

OUTDOOR

EXHAUST AIR

EXHAUST AIR

VF

T

05/D2

05/D1

27/D2

T

27/D1

G

C

MOTOR

FAN

IN SUBSTATION ROOM

SPACE AIR TEMPERATURE

CLOSE AT 75°F OR WARMER

TEMPERATURE SWITCH

POWER ON

CONTROL CIRCUIT

FAN ON

DAMPER ACTUATOR

OUTDOOR AIR

DAMPER ACTUATOR

EXHAUST AIR

05/D2

05/D1

L

N

G

C

MOTOR

FAN

IN SUBSTATION ROOM

SPACE AIR TEMPERATURE

CLOSE AT 75°F OR WARMER

TEMPERATURE SWITCH

POWER ON

CONTROL CIRCUIT

FAN ON

DAMPER ACTUATOR

OUTDOOR AIR

DAMPER ACTUATOR

EXHAUST AIR

27/D2

27/D1

L

N

VF

VF

NOT TO SCALE

NOT TO SCALE

SCHEMATIC: MONOLITH 5 SUBSTATION ROOM VENTILATION

SCHEMATIC: MONOLITH 27 SUBSTATION ROOM VENTILATION

REF

M-001

REF

M-001

LADDER DIAGRAM: VF-27

NOT TO SCALE

LADDER DIAGRAM: VF-5

NOT TO SCALE

NOTES ON SHEET M-001.

SEE ABBREVIATIONS, LEGENDS AND MECHANICAL GENERAL 1.

NOTE:

REF

M-001

REF

M-001

POWER SUPPLY

CONNECT TO EXISTING

POWER SUPPLY

CONNECT TO EXISTING

E-001

IV

Y

L M

N -1

-6 -1

E C

T R

IC

A

L L

E G

E

V

A N

S T

E D

U M

L V

A N

S T

E D

U M

L E

V I

V A

N S

T E

D U

M P

.E

A N

S I

D

FINAL

P O

W E

R A

N D

C O

N T

R O

L S

U P

G R

A D

E

N A

V

IG

A T

IO

N

L O

C K

S N

A K

E R

IV

E

R O

R E

G O

N W

A S

H

IN

G T

O N

A N

D I

D A

H O

L O

W E

R M

O N

U M

E N

T A

L L

O C

K A

N D

D A

M

W E

F R

M A

R C

H

L L

A W

A L

L A

W

A S

H

IN

G T

O N

N

R

D A

V E

W A

L L

A W

A L

L A

D

IS

T R

E N

O

D

2 3

C

4 5

A

B

®of Engineers

US Army Corps of Engineers

US Army Corps

S O

L

IC

IT

A

T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K

S I Z

E

S U

B M

IT

T

E D

B Y

D A

T E

C O

N T

R A

C T

N O

C

H E

C K

E D

B Y

D R

A W

N B

Y

IS

S

U E

D A

T E

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

TWO LINES OF TEXT TO MATCH

TEXT SIZE FOR THIS SHEET SCALE

TWO LINES OF TEXT TO MATCH

TEXT SIZE FOR THIS SHEET SCALE

CONDUIT DOWN

CONDUIT UP

HOME RUN - DESTINATION SHOWN

NOTE:

NONFUSED DISCONNECT SWITCH, SIZE INDICATED,

FUSED DISCONNECT SWITCH, SIZE INDICATED

(60/40, 60 = SWITCH RATING: 40 = FUSE RATING)

3 POLE UNLESS INDICATED OTHERWISE.

REQUIRED, SEE CONTROL DIAGRAMS.

3 POLE UNLESS INDICATED OTHERWISE.

OVERLOAD RELAY HEATER

MAGNETIC STARTER WITH NEMA SIZE INDICATED

GROUND

PICK-UP SETTING

TIME CURRENT CHARACTERISTIC

SURGE ARRESTER

FUSE - RATING INDICATED

GROUND FAULT

RELAY WITH C.T.

3 POSITION SELECTOR SWITCH MAINTAINED CONTACT

TIME DELAY RELAY CONTACT (TIME ACTION INDICATED)

REMOTE DEVICE

CURRENT TRANSFORMER, NUMBER INDICATED

POWER

CONDUIT HASH MARKS DESIGNATION

PHASE CONDUCTOR(S)

GROUND CONDUCTOR

AND/OR NEUTRAL CONDUCTOR

CIRCUIT BREAKER ENCLOSURE

SINGLE LINE

EMERGENCY CIRCUIT

CONDUIT ONLY

MANUAL MOTOR STARTER

PUSHBUTTON STATION. FOR TYPE PUSHBUTTON

CONDUIT AND CONDUCTORS

JUNCTION BOX - ABOVE CEILING

JUNCTION BOX - WALL MOUNT

CONDUIT, STUBBED WITH END BUSHING

(SPECIAL PURPOSE, AMPERAGE AS INDICATED)

SINGLE RECEPTACLE, SPECIAL PURPOSE - WALL MOUNT

RACEWAY, CONDUCTOR AND CONNECTION IN THIS SECTION.

FURNISHED AND INSTALLED UNDER OTHER SECTIONS.

CONNECTION POINT TO EQUIPMENT SPECIFIED.

SPECIFICATIONS AND APPLICABLE CODE.

GROUND WIRE. SIZE CONDUIT ACCORDING TO

CROSSHATCH WITH SUBSCRIPT "G" INDICATES GREEN

CROSSHATCHES INDICATE NUMBER OF NO. 12 CONDUCTORS.

CONDUCTORS IN CONDUIT. RUNS MARKED WITH

ALL UNMARKED CONDUIT RUNS CONSIST OF TWO NO.12

PAD MOUNT TRANSFORMER

480/277V PANELBOARD (plan view)

INDICATED AS APPLICABLE

CONTACT - NORMALLY OPEN WITH NEMA SIZE

INDICATED AS APPLICABLE

CONTACT - NORMALLY CLOSED WITH NEMA SIZE

SIZE SHOWN, 3 POLE UNLESS INDICATED OTHERWISE.

CIRCUIT BREAKER, MAGNETIC TRIP ONLY, FRAME

3 POLE UNLESS INDICATED OTHERWISE.

CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN,

UNLESS INDICATED OTHERWISE.

SWITCH - CURRENT RATING INDICATED, 3 POLE

OR EXPOSED ON WALL (RGS IF BELOW 4' AFF).

CONDUIT CONCEALED IN WALL OR ABOVE CEILING (EMT),

(RGS ONLY), OR BURIED BELOW GRADE (SCH 40 PVC)

CONDUIT BURIED OR CONCEALED BELOW SLAB OR ROADWAY

RATING INDICATED AS APPLICABLE

TRANSFORMER, SECONDARY VOLTAGES, PHASE AND

NORMALLY OPEN

PUSHBUTTON SWITCH, MOMENTARY CONTACT,

NORMALLY CLOSED

PUSHBUTTON SWITCH, MOMENTARY CONTACT,

MECHANICAL INTERLOCK

PUSHBUTTON SWITCH, MAINTAINED CONTACTS WITH

RELAY COIL

M - MOTOR

R - CONTROL

RT - RECYCLE TIMER

FLOOR BOX. FURNISH WITH BRASS DUPLEX FLAP COVER.

125V, 20A DUPLEX RECEPTACLE, INSTALLED IN CAST

AMMETER WITH SWITCH

VOLTMETER WITH SWITCH

SEE CONTROL DIAGRAM

STARTER MAGNETIC NEMA SIZE INDICATED,

CONTROL DIAGRAM

MAGNETIC STARTER, NEMA SIZE INDICATED, SEE

COMBINATION (FUSE OR CIRCUIT BREAKER AS INDICATED)

OR M=MOTOR, P=PUMP, EF=EXHAUST FAN, HP=HEATPUMP

MOTOR, SQUIRREL CAGE INDUCTION, HORSEPOWER INDICATED

GREEN

B

C

BLUE

CLEAR

R

W

- WHITE

RED

G --A

INDICATING LIGHT - LETTER INDICATES COLOR

AMBER

100/M

100AS

225AF

(3)

A

SW

V

SW

A

25A

0.1

GFR

TC

TDR

or

TDR

TO

M

120V or

120/240V

T OR

or

60/40 F

CB

E

S M

J

J

JR1-r2

JCQ1

JR1

C.O.

SUA-q1-CQA3

TO THE CIRCUIT CONTAINED WITHIN THE CONDUIT.

C. CONDUIT NAMES ARE GENERALLY IDENTICAL

CIRCUITS: I.E., THE END OF RUN IS OMITTED.

LIGHTING AND SOME POWER DISTRIBUTION

B. A TWO-PART NUMBER IS USED FOR MOST

VOLTAGE CLASS CIRCUIT NUMBER

SERVICE CODE OR

START OF RUN END OF RUN

A THREE PART NUMBER IS USED.

A. BETWEEN MAJOR ITEMS OF EQUIPMENT,

IDENTIFIED AS FOLLOWS:

1. ELECTRICAL CIRCUITS AND CONDUITS ARE

C. CIRCUIT AND ROUTING IDENTIFICATION

- DEDICATED T1 CIRCUITS T1

CIRCUITS

- TELEPHONE/PBX CIRCUITS, COMMUNICATION t

- LOCAL AREA NETWORK (LAN) CIRUCUITS tn

- SPARE CONDUIT s

120/240 OR 120/208 VAC

- POWER CIRCUIT (LIGHTING) r

- POWER CIRCUIT, 480VAC q

2. SERVICE CODE OR VOLTAGE CLASS

- NEUTRAL (i.e. GN1, TN1)N

- 120/240 (120/208)R

- 480VQ

TRANSFORMER AND VOLTAGE TRANSFORMERS.

BREAKERS, DISCONNECTING SWITCHES, CURRENT

FOLLOWING ARE APPLIED TO SEPARATELY MOUNTED

CLASS AND LOCATION OF THE EQUIPMENT, THE

1. AS AN AID TO FURTHER IDENTIFICATION OF VOLTAGE

B. MODIFYING TERMS FOR TERMINAL EQUIPMENT

- DISCONNECTING SWITCH (ADD VOLTAGE LETTER)Z

- BREAKER (ADD VOLTAGE LETTER)X

- TRANSFORMER (LIGHTING)TR

- TRANSFORMER (POWER)T

- MOTOR CONTROL CABINETMC

2. APPARATUS

- 4160V SWICHGEAR (LOCK)LSP

- 480V CONTROL CENTER (PROJECT)PCQ

- 480V (POWERHOUSE)DQ

1. LOAD CENTER

A. TERMINAL EQUIPMENT

CONDUIT AND CABLE NAMING

DRAFTING STANDARDS

n1

12 INDIVIDUAL #16 AWG CONDUCTORS

LEGEND PLATE

12#16

12/c #16

3 sh. tw. pr. #22

A

SHIELDED AND TWISTED)

MULTIPAIR CABLE, 3 PAIRS OF #22 AWG (EACH PAIR

SHEET REFERENCED

LETTER INDICATES DETAIL, NUMBER INDICATES

SHEET REFERENCED

LETTER INDICATES SECTION, NUMBER INDICATES

SHEET REFERENCED

LETTER INDICATES ELEVATION, NUMBER INDICATES

12 CONDUCTORS OF #16 AWG

MULTICONDUCTOR CABLE,

15 KVA, 1 PH

G GROUND CONDUCTOR

AND CABLE CONNECTION

GROUND CABLE (UNDERGROUND)

GROUNDING

TM

TO

TWISTED SHIELDED TRIAD

TWISTED SHIELDED PAIR

TIMING RELAY

TIME OPEN

TR

TS

TST

BUTTON

HIGH SPEED, HORN,

LOS LOCKOUT STOP PUSH

VFD

DRIVE

HOWLER

VARIABLE FREQUENCY

TIMER-REPEAT CYCLE

SUPPLY FAN

AMMETER, AMPERE

BELL

SF

MOUNTED

MT

GROUND

MTD

A

WSHP WATER SOURCE

TIME CLOCK, TIME CLOSETC

ELECTRIC WATER COOLER

ABBREVIATIONS

HEAT PUMP

EWC

VS

WATT

WATTHOUR DEMAND

LIQUID TIGHT FLEX

CONDUIT

VOLTMETER, VOLT

VOLTMETER SWITCH

METER

WEATHERPROOF

LIMIT SWITCH

& AIR CONDITIONING

INTERRUPTING CAPACITY

HIGH PRESSURE SODIUM

HEATING, VENTILATING

INCANDESCENT

INSTANTANEOUS

INSTRUMENTATION AND

CONTROL

UNIT HEATER

TJB

TSP

TD

TDR

UVR

V

TYP

UH

TB

TEMPERATURE DETECTOR

RELAY

UNDER VOLTAGE RELAY

TERMINAL BOARD

TYPICAL

T

TIME DELAY RELAY

TERMINAL JUNCTION BOX

MAIN CIRCUIT BREAKER

MD

HAND-OFF-AUTO

MCB

MLO MAIN LUGS ONLY

MCP MOTOR CIRCUIT PROTECTOR

HOA

AWG AMERICAN WIRE GUAGE

AFG ABOVE FINISHED GRADE

EL ELEVATION

DAC DOOR ALARM CONTACT

OR

GRS GALVANIZED RIGID STEEL

WATERTIGHT

WITH

MOTORIZED DAMPER

RIGID GALV STEEL CONDUIT

W/

RGS

PH

OL OVERLOAD (THERMAL)

PAIR

WT

PHASE

pr.

ABOVE COUNTERTOP

ECP

PANEL

ENVIRONMENTAL CONTROL

CO CONDUIT ONLY

EMERGENCY

ELEV

OUTSIDE STEM & YOKEOS&Y

BOILER

AT AMPERE TRIP

MOUNT

I &C

MAIN SWITCHBOARD

MOTOR STARTER,

BO

AMMETER SWITCH

SAFETY COVER

ELEVATOR

TIME SWITCH

LIGHTING CONTACTOR

SUBDISTRIBUTION BOARD

TRANSFORMER

AMP FUSE, AMP FRAME

AC

EDH ELECTRIC DUCT HEATER

SDB

FACP

PANEL

FIRE ALARM CONTROL

ESB EMERGENCY SWITCHBOARD

PRINTER

RCPT

COMPUTER

PHOTOCELL, PERSONAL

PR

DISCHARGE

FEEDER

FUSE

ELAPSED TIME METER

EXISTING

SOLID NEUTRAL

STAINLESS STEEL

FLOOR

FLUORESCENT

DIVISION

CONTROL POWER

TRANSFORMER

CONTROL CABLE

CIRCUIT

CONDUIT

DIRECT CURRENT

CONTROL RELAY

COATED RIGID STEEL

SOLENOID VALVE

MANHOLE

MOTOR OPERATER

MOTION DETECTOR

MERCURY VAPOR

NC

PB

N

NA

MOTOR CONTROL CENTER

PRESSURE SWITCH

POTENTIAL TRANSFORMER

RECEPTACLE

PANEL

MAGNETIC CONTACTOR

COIL

POLYVINYL CHLORIDE

CONDUIT

CIRCUIT BREAKER

CKT

CPT

CB

CC

CT

M

CR

CRS

C

AF

AFF

BC BARE COPPER

DC

DIV

AS

ATS

MCC

NORMALLY OPEN

NAMEPLATE

NON-AUTOMATIC

NORMALLY CLOSED

SWITCH

CONDUIT, CONTACTOR

ABOVE FINISHED FLOOR

AUTOMATIC TRANSFER

NEUTRAL

MS

MO

MERC

MH

OVERLOAD RELAY

CURRENT TRANSFORMER

NO

NP

GND

JUNCTION BOX

GFI

GFR

LS

LT FLEX

KEY INTERLOCK

LC

GALV

NL NIGHT LIGHT

PULL BOX, PUSH BUTTON

SWITCH

KI

G

EXHAUST FAN

J, J-BOX

W

GROUND FAULT

INTERRUPTER

INST

GALVANIZED

HANDHOLE

HIGH INTENSITY

GROUND FAULT RELAY

GROUND

INCAND

H

HH

WHD

WP

HVAC

IC

HID

HPS

SURGE ARRESTOR

ETM

EXST

E

EF

FLR

FLUOR

FDR

F, FU

SV

PS

PT

PC

PNL

S/N

SST

PVC

SC

FVNR

REDUCED VOLTAGE

NON-REVERSING

DRIVE

RVNR

REDUCED VOLTAGE

SA

RVR

REVERSING

ADJUSTABLE FREQUENCY

FULL VOLTAGE

NON-REVERSING

FVR FULL VOLTAGE REVERSING

B

AFD

EO ELECTRIC OPERATOR

LATCHING RELAYLR

ARE NOT ON THE PLANS.

ABBREVIATIONS MAY APPEAR ON THIS SHEET THAT

THIS IS A STANDARD LEGEND SHEET. SOME SYMBOLS OR 1.

NOTE:

208Y/120V OR 240/120V PANELBOARD (plan view)

MAINTENANCE DISCONNECT AND GROUNDING SWITCH

600 V RECEPTACLE

LIGHTING

125 V, TWIST LOCK RECEPTACLE

WALL MOUNTED, EMERGENCY LIGHT FIXTURE

1X4 LED, LOW BAY, 8000 LUMEN LIGHT FIXTURE

S A

THE LIGHT FIXUTRE THAT IS TO BE CONTROLLED.

SWITCH WITH SUBSCRIPT LETTERING IS USED TO INDICATE

FINISHED FLOOR UNLESS OTHERWISE INDICATED

SINGLE-POLE SIWTCH, MOUNTED 48" ABOVE

SP1

SP1 SP2

EL. 444.0

XPC

SWITCHGEAR CABINET

FIREWALL

REP

B

XPC SP2

EL. 444'

EL. 460'

.0

.0

24.00

AIR COMPRESSOR ROOM

SHAFT

PIPE

SHAFT

CABLE

ELEVATOR

STAIRS

SHAFT

AIR

OFFICE

ELECTRICAL SHOP

ERECTION BAY

EL. 444.0

SQ0

ED101

N

IV

Y

L M

N -1

-6 -1

NAVIGATION LOCK

V

A N

S T

E D

U M

N B

A K

K E

E L

E C

T R

IC

A

L E

R E

C T

IO

N

B A

Y

E L

S

T A

T

IO

N S

E R

V

IC

E

CABLE TRAY

EMBEDDED INSERTS

S Q

S P

S P

R E

M O

V A

L

TRAY SECTION

LOW VOLTAGE

TRAY SECTION

MEDIUM VOLTAGE

SP25-p1-LSP2SP26-p2-LSP2

SP25-p1-LSP2

SP26-p2-LSP2

SEE NOTE 2

L E

V I

V A

N S

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .