INFO_DWG_SET_ADVERTISE.pdf

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ONE-LINE DIAGRAM

PANELBOARD - FLR1

b d e f c d g n

E3

2. NEW WORK IS SHOWN IN BOLD.

UNLESS INDICATED OTHERWISE.

1. ALL ITEMS SHOWN ARE EXISTING

NOTES

R

C H

A R

D S

US Army Corps of Engineers

A

B C D

E F G H

D e s c r i p t i o n

R e v i s i o n

D a t e

B y

Portland District

D a t e

C A

F i l e a m e

S u b m i t t d b y

C h e c k

D r a w n

D e s i g n

DRAWING STATUS:

DRAWING NO.

T e c h n i c

M n a g e r

C O

L U

M B

V E

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G O

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S H I

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G I

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SHEET

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BDF-6-35/

W A

S H I

N G

T

H

O

D D

X I

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A D

U

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G

T E

C T

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A c t i g h i e f e c t r i c s i g n

D A

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FINAL

U

208/120

10,000

3 30A

1 1

MAIN LUGS

MAIN CB

DESCRIPTION

NO

VOLTS:

BUS

CKT

LOAD VA

A

WIRES;

PHASE:

A/PCB

CB

DESCRIPTION

AIC

LOAD VA

BAA/P

CB

C

FEED THRU

ISO GND

NO

FLUSH MTD

SURF MTD

CKT

4 W/GND

TOTAL CONNECTED VA

LOCATION:PANEL SCHEDULE

AMPS:

1ENCLOSURE TYPE (NEMA 250):

7201200

FLR1

ROCKET PORT PANEL

RECEPT - PIT TAG RM

200 360

1200 1080

RECEPT - PIT TAG RM

RECEPT - PIT TAG RM

20A 40A

V

20A

V

20A

20A

MV

20A

20A

V H

20A

V

225A Cu BUS, MLO480V, 3 PH, 3-WIRE

LF1

LIGHTING PANEL

480V-208Y/120V

30kVA

LT1

TRANSFORMER

LIGHTING

3-PH, 4-WIRE

208Y/120V

40A 20A

V A

L V

E

V A

L V

E

V A

L V

E

B R I

D

A N

E

B R

A

V A

L V

E

3-PH, 4-WIRE

208Y/120V

20A

20A

M

V

A

M P

R E

S S

O R

V A

L V

E

V A

L V

E

O F

F I

A T

E R

20A

S P

A R

E

20A

M

20A

20A

M

M

B U

L K

H E

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F I

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B U

L K

H E

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E X

S H

L A

D D

E R

B U

L K

H E

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S T

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T R

A N

C E

100A 100A

DIST. PANEL CQF1

S P

A C

E

S P

A C

E

UPSTREAM TRANSCEIVERS SPARE1200

DOWNSTREAM TRANSCEIVERS 720

360 360

SPARE

SPACE

SPACE

SPACE

C Q

F q

C Q

F q

C Q

F q

C Q

F q

C Q

F q

C Q

F q

C Q

F q

C Q

F q

C Q

F q

C Q

F q

C Q

F q

C Q

F q

C Q

F q

M

20A

C Q

F q

V

20A

V A

L

C Q

F q

V

20A

V A

L

C Q

F q

V

20A

V A

L

C Q

F q

V

20A

V A

L

Q F q

V

20A

V A

L

Q F q

M

20A

C Q

F q

M

20A

C Q

F q

30A

C Q

F q

40A

3-PH, 4-WIRE

208Y/120V

LF2

LIGHTING PANEL

LT2

TRANSFORMER

LIGHTING

480V-208Y/120V

30kVA

30A

C Q

F q

R

T

O S

T

M P

S

O U

L L

C E

P A

C T

L E

F I

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D E

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B R

A

N

O R

L L

C E

P T

A C

L E

V

20A

C Q

F q

V

20A

C Q

F q

20A

M

C Q

F q

20A

M

C Q

F q

20A

M

C Q

F q

20A

M

C Q

F q

V A

L

V A

L

F I

A

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A

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A

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A

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Q

F q

C Q

F q

C Q

F q

DIST. PANEL CQF3DIST. PANEL CQF2

20A

S P

A R

E

480V-208Y/120V

15kVA

PANELBOARD, FLR1

PIT TAG ROOM

TRANSFORMER, FTR1

NON-LINEAR LOAD

SHIELDED

WA SHORE PIT TAG ROOM

WA SHORE LADDER EXIT XCVRS

CIRCUIT BREAKER (CKT NO. 9)

USE 20A SPARE 1-POLE

G2ecdbdb Text Box

FOR INFORMATION ONLY

TRANSCEIVER PANEL

TRANSCEIVER DISTRIBUTION PANEL

XX XXX XX

AS-BUILT AS OF:

W9127N-05-C-0002

CONTRACT NO.

AS-CONSTRUCTED.

US Army Corps of Engineers

A

B C D

E F G H

D e s c r i p t i o n

R e v i s i o n

D a t e

B y

Portland District

D a t e

C A m e

S u b m i t t

C h e c k

D r a

D e s i g n

DRAWING STATUS:

DRAWING NO.

T e c h n i c n a g e r

C O

L U

M B

V E

R O

R E

G O

S H I

N G

T O

N

P O

R T

L A

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E G

O N

C O

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G I

N E

E R

S

U

G I

N E

S T

R I

C T

SHEET

B O

N N

E V I

L

O J

E C

T

BDF-6-35/

W A

S H I

N G

T

O

D D

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A D

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C T

O R

S

O S

S

A c t i i e e c t r i c s i g n

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DETAIL 1

SCALE: 1•"= 1'-0"

12" 6" 3" 0 1'9"

SCALE: 1•"= 1'-0"

12" 6" 3" 0 1'9"

G E

N E

R A

L

NOTES

SIDE

HINGE

1'-10‰"

4"6Š"

DETAIL

TO DOOR (TYP.)

#12 BONDNG JUMPER

b d e f c d g n

N N I

S T

E R

N N I

S T

E R

(INSTALLED BY OTHERS)

TRANSCEIVER, TYP.

E12

E11

E4

T Y

P I

C

T A I

L S

SEE NOTE 2

MOUNTING HOLES (TYP.)

20A, 120V, 1-GANG BOX (TYP. OF 1 PER PANEL)

DUPLEX RECEPTACLE, ISOLATED GROUND TYPE,

(HOFFMAN #CP3024)

STEEL BACK PANEL, TYP. OF 8

HOLES PER PANEL.

BACK PANEL, TYP. OF 4

DRILL AND TAP (1/4" N.F.)

TYP. OF 4

NEMA 4 SS ENCLOSURE,

30" X 24" X 8"

C H

A R

1. ALL ITEMS SHOWN ARE NEW UNLESS INDICATED OTHERWISE.

(SIZE AS NECESSARY)

EQUIPMENT GROUND BUS

GROUND CIRCUITS

BLOCK FOR ISOLATED

POWER DISTRIBUTION

BREAKERS, TYP. OF 5

MINATURE CIRCUIT

GROUND CIRCUITS

BLOCK FOR ISOLATED

POWER DISTRIBUTION

DUCT (TYP.)

3" SLOTTED WIRING

STEEL BACK PANEL

NEMA 4 SS ENCLOSURE

20" X 20" X 8"

CIRCUIT

BLOCK FOR POWER

POWER DISTRIBUTION

ENCLOSURE

NEW ELECTRICAL

EXISTING SHEETROCK

EXISTING WOOD FURRING

EXISTING CONCRETE WALL

NO SCALE

ANCHOR (LENGTH AS REQUIRED

…" CARBON STEEL EXPANSION

ENCLOSURE

NEW ELECTRICAL

EXISTING CONCRETE WALL

NO SCALE

ANCHOR (LENGTH AS REQUIRED

…" CARBON STEEL EXPANSION

ENCLOSURE

NEW ELECTRICAL

CONCRETE WALL

(LENGTH AS REQUIRED

…" S.S. EXPANSION ANCHOR

(SIZE AS REQUIRED)

RUBBER STUD/PLATE MOUNT

TECH PRODUCTS CORP (STYLE PS)

NO SCALE

NO SCALE

T X

R X

A N

T E

N N

A

S P

A R

E

(TYP. FOR ALL FIBERS)

ST CONNECTOR

THE PANEL PERIMETER (TYP.)

PROVIDE 2 FULL WRAPS AROUND

ENCLOSURE

TRANSCEIVER

XCVR

ANTENNA CABLE (GFE)

ISOLATED-GROUND RECEPTACLE

ANTENNA GROUND CONDUCTOR

(RIP-TIE CO. #C-06-001-BK)

VELCRO-TYPE CABLE STRAPS, TYP.

1" W X 6" L ADHESIVE-BACKED,

CONDUIT

CABLE

ANTENNA

XCVR DISTRIBUTION PANEL

ISOLATED GROUND FROM

CONDUIT

F/O

CONDUIT

PWR

(INSTALLED BY OTHERS)

CONNECTOR, GFE

BUFFER TUBE FAN-OUT KIT

(INSTALLED BY OTHERS)

TRANSCEIVER, GFE

SEE SHEET E14 FOR WIRE NUMBERS

SLOT_( )-P, SLOT_( )-N, SLOT_ ( )-IG

2#12, 1#4 IG, 1#12 EG

TYPICAL TRANSCEIVER PANEL ARRANGEMENT

GROUND

ANTENNA

CABLE I.D. DIRECTIONS

SEE SHEET E1 FOR FIBER OPTIC

PPAFF-4/f-MM-SLOT_( ) 4/f MM F/O CABLE

SUNSHADE

JUMPER TO

BONDING

TYPICAL EQUIPMENT MOUNTING DETAIL

TYPICAL EQUIPMENT MOUNTING DETAIL

FINISHED WALLS

CONCRETE WALLS

TYPICAL TRANCEIVER PANEL MOUNTING DETAIL

TYPICAL SUNSHADE BONDING DETAIL

3" MIN.

3" MIN.

G2ecdbdb

SEE PLAN

TYP.

ADULT FISH LADDER

SLOT 5 SLOT 7 SLOT 9

SLOT 11

A

PANEL (TYP.)

NEW TRANSCEIVER

TYP. (GFE)

SLOT ANTENNA,

NEW 2#12, 1#12 EG, 1#4 IG, 1" RGS

NEW (1) 4/f MM F/O CABLE, 1" RGS

NEW SPARE 1" RGS

LEFT TO RIGHT (TYP.)

NEW (1) 4/f MM F/O CABLE, 1" RGS

NEW 2#12, 1#12 EG, 1#4 IG, 1" RGS

TOP TO BOTTOM

NEW (2) 4/f MM F/O CABLES, 1" RGS

NEW 4#12, 2#12 EG, 2#4 IG, 1-1/2" RGS

TOP TO BOTTOM

HINGED J-BOX (TYP.)

NEW 6"x6"x4" NEMA 4

NEW (3) 4/f MM F/O CABLES, 1" RGS

NEW 6#12, 3#12 EG, 3#4 IG, 1" RGS

TOP TO BOTTOM

NEW F/O J-BOX

DISTRIBUTION PANEL

NEW TRANSCEIVER

(TYP.)

J-BOX

NEW

A

ADULT FISH LADDER

FISH VIEWING BLDG

GFCI

WPGFCI

WP

E12

E11 E11

EL. 70.0

MECH ROOM

(SEE NOTE 2)

EL. 61.0

DOWN TO ELEC RM,

EL. 61.0

EL. 70.0EL. 70.0

EL. 70.0

NOTES

N N I

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N N I

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E R

C H

A R

D S b d e f c d g n

E10

O R

E

INFORMATIONAL DRAWINGS

BDF-4-11-31

BDF-4-11-30

BDF-4-11-10

BDF-4-11-9

NEW J-BOX

L4-r36 (NEW 2#10, 1#12 EG,ƒ" RGS) SEE NOTE 3

P3-q1-TV (NEW 3#12, 1#12 GND,ƒ" RGS)

NEW SPARE 1" RGS (CAPPED OFF ABOVE SUSPENDED CEILING)

LEFT TO RIGHT

90.0

EL.

84.0

EL.

CONTROL PANEL

TAINTER VALVE

ƒ" RGS)

1#12 EG,

(NEW 2#10,

L4-r36

E W I

D G

P L

A

U

D D

E R

(SEE SHEET S14)

NEW CONDUIT SUPPORT

E11

E11

B

B

AT APPROXIMATELY EL. 80.0

NEW CONDUITS ABOVE SUSPENDED CEILING

(TYP. OF 6)

NEW CORE DRILLS

0 5' 10' 15' 20'12"

SCALE: ‘"= 1'-0"

PLAN -

E7

AND NOTE 4)

(SEE INFORMATIONAL DWGS

IN FISH LADDER FLOOR

EMBEDDED CONDUITS (3)

(SEE NOTE 5)

NEW J-BOX

J-BOX. SEAL ENDS OF SPARE CABLES TO MAKE WATERTIGHT.

5. PROVIDE 200' SLACK OF EACH SPARE FIBER OPTIC CABLE (TYP. OF 2) AND COIL UP IN

EXISTING CONDUCTORS AT EACH END OF ALL RUNS AND LABEL CONDUITS AS "ABANDONED".

CONDUITS THAT ARE CUT PRIOR TO NEW CONCRETE PLACEMENT. REMOVE REMAINING

4. DE-ENERGIZE CIRCUITS PRIOR TO FLOOR SLAB DEMOLITION. CAP AND PLUG THE EXISTING

CONNECT NEW CIRCUIT FOR THE TAINTER VALVE TO THE EXISTING CIRCUIT BREAKER.

3. PROVIDE A NEW 20A, 120V, GFCI CIRCUIT BREAKER IN PANEL L4 FOR CIRCUIT 36.

INTO FISH LADDER AREA.

EXTERIOR WALL INTO WINDOW WASHER WALKWAY AREA. CORE THROUGH PRECAST PANELS

AND CONTINUE THROUGH SPACE ABOVE SUSPENDED CEILNG THEN CORE DRILL THROUGH

THE MECH RM (EL.70.0). ROUTE CONDUITS UP AND OVER WALL AT APPROX EL. 80

(EL. 61.0). CORE DRILL THROUGH THE CEILING IN ELEC RM (EL. 61.0) UP TO

2. ROUTE NEW CONDUITS FROM PANELS P3 AND L4 UP TO CEILING IN THE ELEC ROOM

1. ALL ITEMS SHOWN ARE EXISTING UNLESS IDICATED OTHERWISE.

SEE DETAIL 4

E17

TV-c1-FS (NEW 3#12,ƒ" RGS)

FLR1-r9 (NEW 2#6, 1#8 EG, 1#3/0 IG, 1-1/2" RGS)

NEW (6) 4/f MM F/O CABLES, 1" RGS

TOP TO BOTTOM

FLR1-r9 (NEW 2#6, 1#8 EG, 1#3/0 IG, 1-1/2" RGS)

NEW (4) 4/f MM F/O CABLES, 1" RGS

L4-r36 (NEW 2#10, 1#12 EG,ƒ" RGS) SEE NOTE 3

P3-q1-TV (NEW 3#12, 1#12 GND,ƒ" RGS)

TV-c1-FS (NEW 3#12,ƒ" RGS)

LEFT TO RIGHT

US Army Corps of Engineers

A

B C D

E F G H

D e s c r i p t i o n

R e v i s i o n

D a t e

B y

Portland District

D a t e

C A m e

S u b m i t t

C h e c k

D r a

D e s i g n

DRAWING STATUS:

DRAWING NO.

T e c h n i c n a g e r

C O

L U

M B

V E

R O

R E

G O

S H I

N G

T O

N

P O

R T

L A

N

E G

O N

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

SHEET

B O

N N

E V I

L

O J

E C

T

BDF-6-35/

W A

S H I

N G

T

O

D D

I

T

A D

U

T E

C T

O R

S

O S

S

A c t i i e e c t r i c s i g n

D A

V I

D

J

I

L L I

A

E

E L

E C

T R I

C A

L

G2ecdbdb

12" 0 5' 10' 15'

SCALE: „"= 1'-0"

E11

SECTION A

N N I

S T

E R

N N I

S T

E R

SEE DETAIL 2

E4

E C

T R I

C A

L W

A

O R

E b d e f c d g n

NOTES

NEW F/O J-BOX 8

J-BOX (TYP.)

NEW F/O

NEW (2) 4/f MM F/O CABLES, 1" RGS

NEW 4#12, 2#12 EG, 2#4 IG, 1" RGS

TOP TO BOTTOM

HINGED J-BOX (TYP.)

NEW 6"x6"x4" NEMA 4

NEW SPARE 1" RGS

NEW 2#12, 1#12 EG, 1#4 IG, 1" RGS

NEW (1) 4/f MM F/O CABLE, 1 " RGS

LEFT TO RIGHT (TYP.)

NEW (1) 4/f MM F/O CABLE, 1" RGS

NEW 2#12, 1#12 EG, 1#4 IG, 1" RGS

TOP TO BOTTOM

NEW (3) 4/f MM F/O CABLES, 1" RGS

NEW 6#12, 3#12 EG, 3#4 IG, 1-1/2" RGS

TOP TO BOTTOM

C H

A R

D S

P3-q1-TV (NEW 3#12, 1#12 GND,ƒ" RGS)

TV-c1-FS (NEW 3#12,ƒ" RGS)

TOP TO BOTTOM

E10

1#12 EG,ƒ" RGS)

L4-r36 (NEW 2#10, EL. 85.42

EL. 90.00

EL. 84.00

CONTROL PANEL

TAINTER VALVE

P3-q1-TV (NEW 3#12, 1#12 GND,ƒ" RGS)

TV-c1-FS (NEW 3#12,ƒ" RGS)

TOP TO BOTTOM

SECTION B

E10

S E

C T I

E W

S

A D

U

D D

(SEE SHEET S14)

NEW CONDUIT SUPPORT

UNISTRUT SUPPORTS

NEW GALV. STEEL

EL. 84.00

EL. 84.00

EL. 74.00

0 5' 10' 15' 20'12"

SCALE: ‘"= 1'-0"

UNISTRUT SUPPORTS

NEW GALV. STEEL

DESIGN WALKWAY LANDING

BOTTOM OF CONTRACTOR

HANG NEW SUPPORT FROM

DESIGN WALKWAY LANDING

BOTTOM OF CONTRACTOR

HANG NEW SUPPORT FROM

UNISTRUT SUPPORTS

NEW GALV. STEEL

ADULT FISH LADDER

FISH VIEWING BLDG

VIEWING DECK

BAFFLE CHANNEL

"PROTECTED BY GFCI CIRCUIT BREAKER (36) IN PANEL L4."

3. PROVIDE NAMEPLATE ON MAINTENANCE RECEPTACLE COVERS:

WALKWAYS, HANDRAILS AND TRANSCEIVER WEATHERSHIELDS ARE BONDED.

THE EQUIPMENT GROUNDING BUS. ENSURE ALL NEW STEEL FOR

DISTRIBUTION PANEL THROUGH A WATERTIGHT CORD CONNECTOR TO

GROUND CLAMP (BLACKBURN #GUV204) AND ROUTE INTO TRANSCEIVER

2. CONNECT #6 GROUND BONDING JUMPER TO HANDRAIL WITH U-BOLT

1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED OTHERWISE.

TYP. OF 2 (SEE NOTE 3)

METAL BOX WITH WP COVER,

125V, 20A, DUPLEX IN CAST

MAINTENANCE RECEPTACLE

(SEE NOTE 2)

DISTRIBUTION PANEL

NEW TRANSCEIVER

L4-r36 (NEW 2#10, 1#12 EG,ƒ" RGS)

NEW (4) 4/f MM F/O CABLES, 1" RGS

FLR1-r9 (NEW 2#6, 1#8 EG, 1#3/0 IG, 1-1/2" RGS)

LEFT TO RIGHT

US Army Corps of Engineers

A

B C D

E F G H

D e s c r i p t i o n

R e v i s i o n

D a t e

B y

Portland District

D a t e

C A m e

S u b m i t t

C h e c k

D r a

D e s i g n

DRAWING STATUS:

DRAWING NO.

T e c h n i c n a g e r

C O

L U

M B

V E

R O

R E

G O

S H I

N G

T O

N

P O

R T

L A

N

E G

O N

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

SHEET

B O

N N

E V I

L

O J

E C

T

BDF-6-35/

W A

S H I

N G

T

O

D D

I

T

A D

U

T E

C T

O R

S

O S

S

A c t i i e e c t r i c s i g n

D A

V I

D

J

I

L L I

A

E

E L

E C

T R I

C A

L

G2ecdbdb

BLOCK

DISTRI.

POWER

20A

(TYP.)

WIRE #

TRANSCEIVER POWER DISTRIBUTION SCHEMATIC

#6 AWG

NEUTRAL

b d e f c d g n

E14

S L

O T

P

S L

O T

P

S L

O T

P

S L

O T

P

5A 5A 5A 5A

2#12, 1#12 EG, 1#4 IG

TRANSCEIVER (SLOT 9)

2#12, 1#12 EG, 1#4 IG

TRANSCEIVER (SLOT 7)

2#12, 1#12 EG, 1#4 IG

TRANSCEIVER (SLOT 5)

2#12, 1#12 EG, 1#4 IG

TRANSCEIVER (SLOT 11)

SLOT_5-IG

SLOT_7-IG

SLOT 9-IG

SLOT_11-IG

S L

O T

N

S L

O T

N

S L

O T

N

S L

O T

N

BREAKERS

CIRCUIT

MINATURE

#6 AWG

FLR1-r9

GROUND BUS

N N I

S T

E R

N N I

S T

E R

W A

O R

E

#8 AWG

GROUND

EQUIPMENT

BLOCK

DISTRI.

POWER

C H

A R

D S

D I

S T

R I

B U

T I

H E

M A

T I

C T

R A

N S

C E I

V

W E

R

NOTES

2. SEE SHEET E1 FOR ABBREVIATIONS AND SYMBOL LEGEND.

1. ALL ITEMS SHOWN ARE NEW.

#3/0

GROUND

ISOLATED US Army Corps of Engineers

A

B C D

E F G H

D e s c r i p t i o n

R e v i s i o n

D a t e

B y

Portland District

D a t e

C A m e

S u b m i t t

C h e c k

D r a

D e s i g n

DRAWING STATUS:

DRAWING NO.

T e c h n i c n a g e r

C O

L U

M B

V E

R O

R E

G O

S H I

N G

T O

N

P O

R T

L A

N

E G

O N

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

SHEET

B O

N N

E V I

L

O J

E C

T

BDF-6-35/

W A

S H I

N G

T

O

D D

I

T

A D

U

T E

C T

O R

S

O S

S

A c t i i e e c t r i c s i g n

D A

V I

D

J

I

L L I

A

E

E L

E C

T R I

C A

L

G2ecdbdb

NEW (6) 4/f MM FO CABLES, 2" RGS

NEW (6) 4/f MM FO CABLES, 1" RGS NEW (4) 4/f MM FO CABLES, 1" RGS

PULLBOX

HINGED NEMA 4

16" X 14" x 6"

PULLBOX

HINGED NEMA 4

12" X 12" x 6"

ENCLOSURE

NEW POLYCARBONATE

INSTALLATION

GROUT AROUND CONDUIT AFTER

NEW CORE DRILL (FIELD LOCATE)

NEW "LB" CONDULET

NEW PULLBOX

ABOVE DOORWAY

MAINTAIN HEAD CLEARANCE

FLR1-r9 (NEW 2#6, 1#8 EG, 1#3/0 IG, 1-1/2" RGS)

P3-q1-TV (NEW 3#12, 1#12 EG,ƒ" RGS)

L4-r36 (NEW 2#10, 1#12 EG,ƒ" RGS)

NEW J-BOX

ON SHEET E10)

(SEE NOTE 5

NEW J-BOX

NEW SPARE 1" RGS

L4-r36 (NEW 2#10, 1#12 EG,ƒ" RGS)

P3-q1-TV (NEW 3#12, 1#12 EG,ƒ" RGS)

CONCRETE PANEL

PRECAST

NO SCALE

N N I

S T

E R

NOTES

DETAIL 2

NTS

N N I

S T

E R b d e f c d g n

E17

O R

E

CUT HOLE IN ENCLOSURE

WALL

M I

S C

E L

L A

N E

O

T A I

L S

C H

A R

D

SSIDE/BOTTOM VIEW

TYPICAL WIREMOLD/PANEL CONNECTION

E13

E16

GROMMET HAS BEEN INSTALLED

AGAINST SIDE OF PANEL AFTER

BUTT SURFACE RACEWAY UP SNUG

(DIVIDERS NOT SHOWN FOR CLARITY)

SURFACE RACEWAY

NEW ENCLOSURE

(SEE NOTE 3)

NEW GROMMET

TERMINATING IN BOXES AND ENCLOSURES.

4. PROVIDE INSULATING BUSHINGS ON CONDUITS/NIPPLES

SHALL BE DTI "SPRING-FAST" OR APPROVED EQUAL.

AND COVER THE ENTIRE CUT EDGE OF THE HOLE. GROMMETS

HAVE BEEN SHAVED OFF. GROMMETS SHALL FIT SNUGGLY

FOR NOMETALLIC ENCLOSURES, ENSURE ALL SHARP EDGES

3. GROMMETS ARE ONLY NEEDED FOR METALLIC ENCLOSURES.

NEW FIBER DISTRIBUTION PANEL.

RACEWAY CAN BE CUT TO ALLOW INSTALLATION OF THE

2. PULL BACK ALL EXISTING CABLES SO EXISTING SURFACE

1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED OTHERWISE.

US Army Corps of Engineers

A

B C D

E F G H

D e s c r i p t i o n

R e v i s i o n

D a t e

B y

Portland District

D a t e

C A m e

S u b m i t t

C h e c k

D r a

D e s i g n

DRAWING STATUS:

DRAWING NO.

T e c h n i c n a g e r

C O

L U

M B

V E

R O

R E

G O

S H I

N G

T O

N

P O

R T

L A

N

E G

O N

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

SHEET

B O

N N

E V I

L

O J

E C

T

BDF-6-35/

W A

S H I

N G

T

O

D D

I

T

A D

U

T E

C T

O R

S

O S

S

A c t i i e e c t r i c s i g n

D A

V I

D

J

I

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A

E

E L

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T R I

C A

L

DETAIL 1

0 3" 6" 12"

SCALE: 3"= 1'-0"

E13

TYP. (SEE DETAIL 2)

CUT HOLE IN ENCLOSURE,

DOOR REMOVED)

(SHOWN WITH

HINGE SIDE

LEAVE SPACE BETWEEN PATCH PANELS FOR ROUTING OF JUMPERS

LEAVE SPACE BETWEEN PATCH PANELS FOR ROUTING OF JUMPERS

E16

DETAIL

E10

(SEE NOTE 2)

WIREMOLD 5500 SERIES

SURFACE RACEWAY,

EQUIPMENT ENCLOSURE

NEW COMMUNICATION

(SEE NOTE 2)

WIREMOLD 5500 SERIES

SURFACE RACEWAY,

MM PATCH PANEL (TYP. OF 2)

NEW 72-PORT RACK-MOUNT

LEAVE SPACE BETWEEN PATCH PANELS FOR ROUTING OF JUMPERS

MM PATCH PANEL

NEW 36-PORT RACK-MOUNT

HSI PANEL

(TYP. OF 2)

CLOSE NIPPLE

NEW 2" RGS

FIBER DISTRIBUTION PANEL - FRONT VIEW

DETAIL

PLAN VIEW

12" 0 2'1'6"

SCALE: ƒ"= 1'-0"

3 3

E16E13

WIREMOLD 5510D

WIREMOLD 5500BD

NEW INSULATING BUSHING

G2ecdbdb Text Box

FOR INFORMATION ONLY

G2ECDACW

Sticky Note Marked set by G2ECDACW

L

IC

IT

A T

IO

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C K

D B

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N E

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A R

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D A

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B M

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T E

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C A

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C O

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C T N

O

SHEET

IDENTIFICATION

D A

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A P

P R

D R

A W

IN

G N

U M

B E

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US Army Corps of Engineersfi

P L

O T D

A T

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54321

D

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A

D A

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SHEET OF

DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

R S

P O

R T

L A

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O R

P O

R T

L A

N D D

IS

T R

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PORTLAND DISTRICT

N N

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IL

L E L

O C

K A

N D D

A M

G-410

B E

L L E

V U

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W A

S .S

T A

R K

B D

F .1

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IN

G T

O N S

H O

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A D

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N T

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N E

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IN

T S

A N

S I D

L

L O

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C H

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L O

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C H

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X .d g n

N -1

-C -0

Sheet 5

C/L

E 1,632,699.42

N 726,242.64

SCALE: �" = 1’-0"

C

A

C

A

C

A

C

A

PLAN

DIMENSIONS VERIFIED

RFI0006

0 5’ 10’

SCALE: �"= 1’-0"

5’

FLOW

040’ 40’

SCALE: 1"= 40’

M-440

M-430M-420

M-401

M-410

S-420

NOTES

1. FOR CONTROL POINTS SEE SHEET G-411.

NORTH DOWNSTREAM

ENTRANCE (NDE)

NORTH UPSTREAM

ENTRANCE (NUE)

SLED SUPPORT

UPPER ENTRANCE

FLOW SPLITTER LOWER FLUME

UPPER FLUME3

SHT

SHTSHT

SHT

SHT

SHT

POWER HOUSE

UNIT 18

(NOT SHOWN)

M-517

OPERATING STAND

CBL

LOWER ENTRANCE

INSTALLATIONM-401

SHT FILL PLATE

INSTALLATION

M-401

SHT LOWER PICKET LEAD

OPERATING STAND

INSTALLATION

M-517

UPPER ENTRANCE GATE

SHT

UPPER PICKET LEAD WINCH

AND STAND NOT SHOWN FOR CLARITY.

MIDDLE WSP SUPPORT

36" WATER SUPPLY PIPE

AS-CONSTRUCTED

CONCTRACT NO. DACW57- W9127N-12-C-0013

CONTRACTOR James W. Fowler Co.

DATE OF RECEIPT OF NOTICE TO PROCEED 07/17/2012

DATE OF COMPLETION OF CONTRACT 05/31/2013

DATE OF ACCEPTANCE 03/01/2013

ERC OUTLET

LOWER WSP SUPPORT

LADDER SOUTH WALL

UPPER WSP SUPPORT

SEE SHEETS

M270C THRU

M270G FOR

DETAILS OF

WSP SUPPORTS.

SCALE: 1" = 40’-0"

E 1,632,804.97

CONSTRUCTION BASE LINE

N 726,144.77

C B L

S T

A

E L

C B L

S T

A

E L

S

E

G2ECDACW

Information Only

L

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SHEET

IDENTIFICATION

D A

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IN

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B E

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US Army Corps of Engineersfi

P L

O T D

A T

E

54321

D

C

B

A

D A

T E

SHEET OF

DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

P O

R T

L A

N D D

IS

T R

IC

N N

E V

IL

L E L

O C

K A

N D D

A M

G-411

B E

L L E

V U

E

W A

B D

F .1

W A

S H

IN

G T

O N S

H O

R E L

A D

D E

R E

N T

R A

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E M

O D

IF

IC

A T

A E

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IN

E E

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H A

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IT

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G E

N E

R A

L A

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A N

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V A

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IO

N S

H E

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S

S T

A R

K

A N

S I D

L

L O

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C H

L

L O

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C H

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M

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T Z

N E

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D A

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B D

F .1

G

X

X X .d g

W

N -1

-C -0

Sheet 6

CONTROL POINT EL. (ft)STATION OFFSET

10’ 5.6250"

11’ 11.625"

13’ 3.6191"

12’ 2.6468"

22’ 11.6250"

3’ 6.250"

3’ 6.250"

-1" 3.0000"

-1" 3.0000"

3’ 6.250" -13’ 3.2812

3’ 6.250" -12 2.4142"

3’ 6.250" -4’ 3.0000"

24’ 5.6250" 3’ 6.250"

3’ 6.250"

3’ 6.250"

3’ 6.250"

-4’ 3.0000"

74" 7.4195" -1’ 7.5961"

75" 8.1474" 2’ 8.3240"

108’ 10.9998" 36’ 11.7276"

* RFI-0006

REVISED STATIONS

SCALE: �" = 1’-0"

0 5’ 10’

SCALE: �"= 1’-0"

5’

C

A

S-201

M-440

M-430

EL. 55.0

EL. 35.0

EL. 7.0

T/LADDER

MAX WSEL

MIN WSEL

C/L

EL. 37.0

C/L

G-413

ELEVATION

SHT

SHT

SHT

A

UPPER FLUME

LOWER FLUME

FLOW SPLITTER

UPPER ENTRANCE GATE

NDE

NUE

LOWER FLUME WATER SUPPLY PIPE

UPPER FLUME WATER SUPPLY PIPE

FISH LADDER SOUTH WALL

S-201

TYPE 3 FLUME

SUPPORT

TYPE 1 FLUME SUPPORT

TYP 3 PLACES

M-420

S-201

TYPE 2 FLUME

SUPPORT

M-517

OPERATING

STAND

UPPER ENTRANCE

18"

PIT TAG

ANTENNA

-GFE-TO BE

INSTALLED

BY

CONTRACTOR

18"

PIT TAG

ANTENNA

-GFE-TO BE

INSTALLED

BY

CONTRACTOR

P I T

T

T E

N N

A

G F E T

O

S T

A L L

N T R

A C T

O R

P I T

T

T E

N N

A

G F E T

O

S T

A L L

N T R

A C T

O R

M-401

LOWER PICKET LEAD

OPERATING STAND

INSTALLATION

EL. -1.25

-12’ 0.625"

144’ 0.1309"

AS-CONSTRUCTED

CONCTRACT NO. DACW57- W9127N-12-C-0013

CONTRACTOR James W. Fowler Co.

DATE OF RECEIPT OF NOTICE TO PROCEED 07/17/2012

DATE OF COMPLETION OF CONTRACT 05/31/2013

DATE OF ACCEPTANCE 03/01/2013

72"

ADDED (5)

ADDITIONAL

STEM GUIDE

BRACKETS

SHT

RFI 0105

PIT TAG BRACKETS

(1) OREGON SIDE TOP

(1) OREGON SIDE BTM

(1) WASH. SIDE TOP

(1) WASH. SIDE BTM

NO PIT TAG

BRACKETS

PIT TAG BRACKET

(1) WASH. SIDE TOP

PIT TAG BRACKETS

(1) OREGON SIDE TOP

(1) OREGON SIDE BTM

1’-9�"

1’-4�"

1-1/8"

HOLE TYP.

FLANGE BOLTS NOT SHOWN FOR CLARITY

PIT TAG REINFORCEMENT BRACKET MADE

OF�" STAINLESS STEEL PLATE, 3" WIDE

PIT TAG

REINFORCEMENT

BRACKET

SCALE: �"= 1’-0"

12" 0 1’ 2’ 3’ 4’

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

C

A

0’ 0.000"

8’ 7.7500"

13’ 1.1250"

21’ 10.1250"

25’ 2.1250" 68’ 10.8000"

74’ 9.4800" 105’ 5.6400"

M-410

M-401

SHT

SHT

LOWER ENTRANCE

INSTALLATION

FERL OUTLET OPENING

LOWER FLUME

ACCESS COVER

TYP 2 PLACES

UPPER FLUME

ACCESS COVER

TYP 2 PLACES

L

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SHEET

IDENTIFICATION

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B E

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US Army Corps of Engineersfi

P L

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54321

D

C

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D A

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SHEET OF

DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$

U .S

A R

M Y C

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P S O

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P O

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O R

P O

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L A

N D D

IS

T R

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N N

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IL

L E L

O C

K A

N D D

A M

G-910

B E

L L E

V U

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W A

B D

F .1

W A

S H

IN

G T

O N S

H O

R E L

A D

D E

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IF

IC

A T

A E

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IN

E E

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N C

T

H A

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N U

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U

IT

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G E

N E

R A

L A

R R

A N

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M E

L O

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D A

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F .1

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X X

X .d g

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N -1

-C -0

Sheet 9

ISOMETRIC

FLOW SPLITTER

SCALE: NONE

MANUAL LOWER PICKET LEAD

RAISING FEATURE

GATE

MANUAL GATE

CLOSURE FEATURE

LOWER

FLUME

NUE(NORTH

UPSTREAM

ENTRANCE)

UPPER

FLUME

LAMPREY PASSAGE SYSTEM

TIE-IN (BY OTHERS)

LADDER SOUTH WALL

PIT TAG

ANTENNA

-GFE-TO BE

INSTALLED

BY

CONTRACTOR,

NOT SHOWN

TYP

FERL OPENING WITH

DEFLECTOR PLATE AND

INTERIOR GAP COVER

PLATES

SS ANGLE INSTALLED TO COVER GAP

ON UPSTREAM SIDE OF FILL PLATE

LAP PLATES TO COVER

GAP OVER ERC OPENING

LOWER

ENTRANCE

AS-CONSTRUCTED

CONCTRACT NO. DACW57- W9127N-12-C-0013

CONTRACTOR James W. Fowler Co.

DATE OF RECEIPT OF NOTICE TO PROCEED 07/17/2012

DATE OF COMPLETION OF CONTRACT 05/31/2013

DATE OF ACCEPTANCE 03/01/2013

NDE(NORTH

DOWNSTREAM

ENTRANCE)

ORIGINAL HANGAR S

UPPORT B

RACKETS AND R

ODS R

EPLACED WITH

REDESIGNED S

UPPORT B

RACKETS AND R

ODS.

SEE S

HT.

M-1 80, M-1 81, M-3 80, M-3 81, M-5 80, M-5 81, & M-5 82.

OCT.

3.

SLED SUPPORT

FILL

PLATE

UPPER

ENTERANCE

ADDED (5)

ADDITIONAL

STEM SUPPORT

GUIDE

BRACKETS

o n c r e t e

P a d

C H

K

F

E N

C E

B A

R B

IR

P c h a in lin k f e n c e

CONCRETE ROADWAY

AND PARKING C

(2

1’ W

ID

E

C

O N C

W A L L S

Sheet 10

STAGING/STORAGE AND

ACCESS TO EXCAVATED

MATERIAL STOCKPILE AREAS

(TAILRACE DECK)

N

D

D

CB

CB

CB

CB

CB

CB

C B

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

C B

C B

CB

CB

CB

CB

C B

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

Island

Cascade

100’ 0 100’

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 M

A R

K

D A

T E

S

IZ

E

S U

B M

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T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

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A P

P R

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A W

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G N

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B E

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US Army Corps of Engineersfi

P L

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A T

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54321

D

C

B

A

D A

T E

SHEET OF

DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$

MH-5

MH-3

MH-2

MH-1

GUARD

HOUSE

SEE SHEET C-103

SE

E

SH

EE

T C

ACCESS FROM

HIGHWAY 14

PUBLIC ACCESS

TO WORK AREA

CONTRACTOR

LAYDOWN AREA

ACCESS FROM

HIGHWAY 14

PUBLIC ACCESS

TO WORK AREA

FLOW

AVIAN WIRES

/0

/2

E N

T R

A N

C E M

O D

IF

IC

A T

.S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

P O

R T

L A

N D D

IS

T R

IC

K

L E C

M C

C U

N E P .E

A N

S I

D B

D F .1

C -1

X X

X .d g n

G E

C D J T

M

IC

H E

L L E M

R H

O D

E S P .E

G E

C D

M

E R

A L L S

IT

E P

L A

N

C-101 1 5

S H

IN

G T

O N S

H O

R E L

A D

D E

R

B O

N N

E V

IL

L E L

O C

K A

N D D

N -1

-C -0

AS-CONSTRUCTED

CONCTRACT NO. DACW57- W9127N-12-C-0013

CONTRACTOR James W. Fowler Co.

DATE OF RECEIPT OF NOTICE TO PROCEED 07/17/2012

DATE OF COMPLETION OF CONTRACT 05/31/2013

DATE OF ACCEPTANCE 03/14/2013

CONTRACTOR

PARKING

TEMPORARY

CONTRACTORS

OFFICE

S

.0

S

.0

S

.0

S

.0

S

.0

S

.0

D

D

D

-10

-15

-20

-5

N E

N 725000E

N 725500E

N 726000

N 726500E

N 726500N 726500E

N 726000E

N 726000E

N 726000N 726000 E

N 726000

N 725500

" C

M P

C O

LU

M B

IA

R

IV

ER

Catch Basin

Drain

Drain

Drain

Drain

Catch Basin

Drain

Drain vault vault vault e d g e o f c o n c r e t e

C o n c r e t lk vault

08-11-11

08-11-13

Concrete Walk

Vault HH-1

Vault MH-1

-0.8

-1.5

-0.8

1112Sprinkler

-0.9

-0.8

-0.9 vault

H

IG

H W

A Y 1

HI

GHW

AY

COLUMBIA RIVER

G2ecdbdb

FOR INFORMATION ONLY

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DOWNSTREAM

EL 6.0

EL 6.0

EL 9.0

EL 44.0

CONTRACTOR TO OPERATE SLIDE

GATE TO VERIFY SUFFICIENT

CLEARANCE WITH NEW TYPE 1

SUPPORT

Sheet 123

EL 44.0

DETAIL 1

-SCALE:�" = 1’-0"

DETAIL 2

-SCALE:�" = 1’-0"

ISOMETRIC VIEW

NTS

ELEVATION

SCALE: 1" = 20’

DETAIL 3

-SCALE:�" = 1’-0"

EL 44.0

0 5’ 10’

SCALE: �"= 1’-0"

5’

EL 9.0

EL 6.0

TOP OF

BEARING PLATE

(TYP - SEE M-381)

EL 55.0

EL 49.5

E X

P

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E X

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FIBERGLASS PIT

TAG ANTENNA

INSTALLED HERE

FIBERGLASS PIT

TAG ANTENNA

INSTALLED HERE

FIBERGLASS PIT

TAG ANTENNA

INSTALLED HERE

INTERIM SUPPORT FOR

FLOW SPLITTER USE STRAP

C5. INSTALL THE REMAINING HANGING

SUPPORT HARDWARE (SEE SHEET M-380)

BETWEEN THE REPLACEMENT EQUIPMENT

SUPPORT BRACKET AND THE APPROPRIATE

COMPONENT SUPPORT LUG.

C6. TRANSFER THE LOAD FROM THE INTERIM

SUPPORT TO THE REPLACEMENT SUPPORT

BY ADJUSTING THE TENSION IN THE

HANGER ROD USING THE PROVIDED NUT,

WHILE MONITORING TO ENSURE THAT THE

HEIGHT OF THE COMPONENT IN QUESTION

REMAINS AT A CONSTANT ELEVATION,

UNTIL THE LOAD HAS BEEN COMPLETELY

TRANSFERRED FROM THE INTERIM

SUPPORT.

C7. INSTALL THE PROVIDED JAM NUT, TO

THE TORQUE SHOWN ON SHEET M-380

2. INTERIM SUPPORT LOADS:

TYPE 1: 4500LB MAX (EA)

TYPE 2: 21000LB MAX (EA)

3. LIFT JOINT ELEVATIONS ARE ESTIMATED

AND HAVE NOT BEEN CONFIRMED

1. INSTALLATION SEQUENCE:

A. THE SEQUENCE FOR REPLACEMENT OF ALL HANGER RODS SHALL BE AS

FOLLOWS: EMBED #4 AND 5 SHALL BE COMPLETED 1ST. EMBED #7

SHALL BE COMPLETED LAST. EMBEDS #6, 1, 2, AND 3 MAY BE

COMPLETED IN ANY REMAINING ORDER. NOTE THAT PRIOR TO THE

INSTALLATION OF THE HANGER ROD AT EMBED #7, THE EXISTING

SUPPORT BRACKET MUST BE REMOVED.

B. LOCATE AND INSTALL ALL EQUIPMENT SUPPORT BRACKETS AT THE

ELEVATIONS SHOWN. WHERE POSSIBLE, USE THE EXISTING HANGING

RODS FOR LOCATIONAL REFERENCE BY CENTERING THE RODS IN THE

RADIUSED OPENINGS OF THE NEW SUPPORTS. UTILIZE THE PROVIDED

SHIM PACKS AS NECESSARY TO CENTER THE RODS AND LEVEL THE TOP

SURFACE OF EACH BEARING PLATE.

C. WHEN REPLACING EACH EXISTING HANGING ROD, TRANSFER THE

WEIGHT SUPPORTED BY IT TO A 10 TON (MINIMUM) MANUAL CHAIN

HOIST (INGERSALL RAND MODEL VL2, OR EQUIVALENT) AS FOLLOWS:

C1. AFTER ATTACHING THE HOIST TO THE RESPECTIVE COMPONENT AT

THE INTERIM SUPPORT LOCATION SHOWN, CAREFULLY TRANSFER

SUPPORT FROM THE HANGING ROD BEING REPLACED TO THE HOIST.

C2. DURING THE TRANSFER OPERATION MONITOR BOTH THE LOWER END OF

THE HANGING ROD (I.E. ATTACHMENT CLEVIS AND PIN - FOR SIGNS

OF LOOSENESS) AND THE ELEVATION OF THE COMPONENT TO ENSURE

THAT THE COMPONENT REMAINS AT A CONSTANT ELEVATION AS THE

LOAD IS BEING TRANSFERED.

C3. ONCE THE LOAD HAS BEEN COMPLETELY TRANSFERRED TO THE INTERIM

SUPPORT, REMOVE THE EXISTING HANGER ROD.

C4. INSPECT THE EXPOSED SUPPORT LUG, INCLUDING THE SURFACE OF

THE PIN HOLE, FOR SIGNS OF LOOSE OR MISSING POWDER COATING,

INDICATED BY RUST OR CORRODING STEEL. REPAIR COATING, AS

NEEDED, USING AQUA FLEX AF-8100 EPOXY REPAIR COMPOUND.

SCALE: 1"= 20’

20’ 0 20’ 12" 6" 0 1’ 2’

SCALE: �"= 1’-0"

P

68’-4" 60’-0"

ESTIMATED LIFT

JOINT ELEVATION

EMBED #7EMBED #1

EMBED #2 EMBED #6

EMBED #5

EMBED #4

EMBED #3

TYPE 2

TYPE 1 TYPE 2

SLIDE GATE

FIBERGLASS PIT

TAG ANTENNA

INSTALLED HERE

INTERIM SUPPORT

LOCATION FOR

UPPER FLUME

INTERIM SUPPORT FOR

ELBOW USE STRAP

INTERIM SUPPORT

LOCATION FOR

LOWER FLUME

RFI 0141

AQUA FLEX AF-8100 USED TO

TOUCH UP FLUME SUPPORTING

LUGS ON HANGARS 1 - 7.

INTERIM SUPPORT

LOCATION FOR

LOWER FLUME

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SCALE: �" = 1’-0"

0 5’ 10’

SCALE: �"= 1’-0"

5’

EL. 55.0

EL. 35.0

EL. 7.0

T/LADDER

MAX WSEL

MIN WSEL

C/L

EL. 37.0

C/L

ELEVATION

NDE

FISH LADDER SOUTH WALL

EL. -1.25

EL. 39.5

SEE NOTE 2

NOTES

1. EXERCISE EXTREME CAUTION TO AVOID

DAMAGING FIBERGLASS PIT TAG

ANTENNAS.

2. EXISTING TYPE 1, 2 AND 3

EQUIPMENT SUPPORTS ARE TO BE

REMOVED AFTER REPLACEMENT

SUPPORTS HAVE BEEN INSTALLED.

3. REMOVE EXISTING ANCHORS, BURN

BACK 1 INCH AND GROUT PER USACE

PROCEDURE.

ELBOW

Sheet 124

UPPER FLUME

LOWER FLUME

FLOW SPLITTER

UPPER ENTRANCE GATE

NUE

TYPE 3 FLUME

SUPPORT

TYPE 1 FLUME SUPPORT

TYP 3 PLACES

TYPE 2 FLUME

SUPPORT

F I B E R

G L

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FIBERGLASS

PIT TAG

ANTENNA

F I B E R

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FIBERGLASS

PIT TAG

ANTENNA

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Sheet 90

SCALE: 1�" = 1’-0"

M-553

DETAIL

A C I

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SCALE: 1�" = 1’-0" -

DETAIL 2

A

M-565

SCALE: 3" = 1’-0"

4�"

2�"

ANCHOR ROD LOCATION

SHOWN CENTERED

IN SLOT WILLIAMS S9

UNDERCUT ANCHOR

SYSTEM OR EQUAL

ALLOWABLE TENSION <13.4KIP

1" DIA ASTM A193

GRB8 CLASS II

(304SS) ANCHOR

BOLT WITH NUT AND

FENDER WASHER

VARIES

G-410 G-411

M-561

3’-6�"

LOWER FLUME INSTALLATION SHT SHT

8�"

43’-8�" CENTER OF VERTICAL STRAP TO CENTER OF VERTICAL STRAP

2 HINGES. EQUALLY SPACED

3" FROM TOP AND BOTTOM

VERTICAL

SUPPORT

LOCATION

LATERAL

SUPPORT

LOCATION

THIS SIDE TO MIDDLE

WATER SUPPLY PIPE

LADDER SOUTH WALL

VERTICAL

SUPPORT

LOCATION

WATER BOX COVER, TYP

2’ 4�" FROM BACK

HOLES DRILLED ON FISH LADDER

SIDE FOR�" S.S.

BOLT/NUT/WASHER FOR BRACKET

SUPPORT SEE M-564

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"SCALE: �" = 1’-0"

FLOW

KEY PLAN

WATER BOX COVER

GASKET CLAMP

DIFFUSER

PERF PLATE

LOWER FLUME WATER

SUPPLY PIPE

LOWER FLUME

LOWER FLUME WATER

SUPPLY PIPE M-563

M-561

M-563

M-563

M-562

M-553

M-530

NOTES

THIS SIDE

TO PIT TAG

ANTENNA

THIS SIDE

TO PIT TAG

ANTENNA

EL 1.63

EL -4.25

ACCESS COVER,TYP

SEE NOTE 4

M-565

SECTION A

12" 9" 6" 3" 0 1’

SCALE: 1�"= 1’-0"

12" 0 5’

SCALE: �"= 1’-0"SCALE: 3"= 1’-0"

0 3" 6" 12"

LOWER FLUME

LATERAL SUPPORT

LOCATION

LOWER FLUME

LADDER SOUTH WALL

PLAN

ELEVATIONDOWNSTREAM ELEVATION

SHT

C

A

A

NUT AND WASHER

NOT SHOWN FOR

CLARITY

�" BRONZE DROP

BOLT ASSEMBLY

SECO OR

EQUAL

ORDER OF INSTALLATION

1. PRE-ASSEMBLE FLUME ASSEMBLY PRIOR TO INSTALLATION.

a. ORIFICE PLATES SHALL BE INSTALLED BETWEEN THE LOWER FLUME WATER SUPPLY

PIPE AND LOWER FLUME.

b. GASKETS SHALL BE ATTACHED TO COVERS USING GASKET CLAMPS AT A

MAXIMUM SPACING BETWEEN CLAMPS OF 8 INCHES.

c. DROP BOLTS SHALL BE ATTACHED TO THE FLUME.

d. PERF PLATES AND DIFFUSERS SHALL BE INSERTED INTO THE FLUME.

e. COVERS SHALL BE INSTALLED AND SECURED USING THE DROP BOLTS. NOTE

THAT COVERS LOCATE PERF PLATES AND DIFFUSERS.

2. LOWER THE LOWER FLUME ASSEMBLY INTO POSITION AND ATTACH TO THE

VERTICAL SUPPORT RODS. RODS SHALL BE ADJUSTED AS NECESSARY TO MAINTAIN ALIGNMENT.

3. INSTALL LATERAL SUPPORTS.

a. HOLES FOR LATERAL SUPPORTS SHALL BE DRILLED AND ANCHORS SHALL BE

SET AND ATTACHED AS INDICATED.

b. SPACERS ON LATERAL SUPPORTS SHALL BE USED AS NECESSARY TO

MAINTAIN PROPER ALIGNMENT.

4. DETAIL FOR ATTACHMENT OF 2(EA) SS BUTT HINGE.

5. SEE SHEET G-411 FOR CONTROL POINT LOCATIONS.

ITEM MATERIAL QUANTITY

21120

32010

21120

LOWER FLUME WELDMENT ASTM A572-50 STEEL

LOWER FLUME DIFFUSER

LOWER FLUME PERFORATED PLATE

WATER BOX COVERS

LOWER WATER SUPPLY MANIFOLD

7/8" HATCH DROP BOLTS BRONZE

COVER GASKETS NEOPRENE

WEIGHT

/ITEM (LBF)

TOTAL

WEIGHT (LBF)

TOTAL

ASTM A572-50 STEEL

ASTM A572-50 STEEL

ASTM A572-50 STEEL

ASTM A572-50 STEEL

UHMW

SPACER

ANCHOR

BOLT

SLEEVE

RFI-0006

24’ 5.6250"

RFI-0006

74’ 7.4195"

ACCESS

COVER, TYP

SEE NOTE 4

RFI-0086

THE DOWNSTREAM BOTTOM ANCHOR LUG

NOT UTILIZED DUE TO ANCHOR BOLT

INSTALLATION ACCESS ISSUES.

ACCEPTABLE TO USE (9) OUT OF THE

(10) SUPPORT LUGS.

RFI-0057

MINIMUM EMBEDMENT

DEPTH = 12.5"

RFI-0106

ADDITIONAL UHMN SPACERS

USED TO COMPENSATE FOR

UNEVEN CONCRETE SURFACES

AS-CONSTRUCTED

CONCTRACT NO. DACW57- W9127N-12-C-0013

CONTRACTOR James W. Fowler Co.

DATE OF RECEIPT OF NOTICE TO PROCEED 07/17/2012

DATE OF COMPLETION OF CONTRACT 05/31/2013

DATE OF ACCEPTANCE 03/01/2013

RFI-0062

SEE UPDATED LOWER FLUME

PICK POINT DRAWING

GASKET- PARTIAL

GASKET TRIM

LOWER FLUME

INSTALLATION

OF LATERAL SUPPORT TO

CENTER OF VERTICAL

SUPPORT, TYP 2 PLACES

ISOMETRIC

M-564

3 VERTICAL FLUME

SUPPORT

M-564

3VERTICAL FLUME

SUPPORT

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Sheet 95

LATERAL

SUPPORT

LOCATION

LATERAL

SUPPORT

LOCATION

BRONZE

DROP BOLT

ASSEMBLY

UPPER FLUME

WATER SUPPLY PIPE

WATERBOX COVER

BRONZE

DROP BOLT

ASSEMBLY

UPPER FLUME

M-561

M-553

M-561

M-563

M-563

3’-8"

SCALE: 3" = 1’-0"

TYP. 8 PLACES

THIS SIDE

TO PIT TAG

ANTENNA

C

A

ACCESS COVER,

TYP.

SEE NOTE 4

M-565

2"

A

C E

N T

R T I C

A L

S T R

A P

N T

R T I C

A L

S T R

A P

2�"

4�"

1" DIA ASTM A193

GRB8 CLASS II

(304SS) ANCHOR

BOLT WITH NUT AND

FENDER WASHER

RFI-0006

75’ 7.4195"

RFI-0057 MINIMUM EMBEDMENT DEPTH = 12.5"

RFI-0106

ADDITIONAL UHMW SPACERS USED TO COMPENSATE

FOR UNEVEN CONCRETE SURFACES

RFI-0063

SEE UPDATED UPPER FLUME PICK POINT DRAWING

2’-4 1/2 " FROM BACK

SEE M-180 FOR AS CONSTRUCTED FLUME SUPPORT DETAILS

SUPPORT ROD

SEE SHT M-180

(2) HINGES EQUALLY

SPACED 3" FROM

TOP AND BOTTOM

(TYP.)

FLOW

KEY PLAN

UPPER FLUME WATER

SUPPLY PIPE

VERTICAL

SUPPORT

LOCATION

LATERAL

SUPPORT

LOCATION

VERTICAL

SUPPORT

LOCATION

LADDER SOUTH WALL

WATERBOX

COVER

PERF PLATE

DIFFUSER

GASKET

GASKET

CLAMP

UPPER FLUME

INSTALLATION

UPPER FLUME

WATER SUPPLY PIPE

M-540

M-562

M-563

NOTES

3’-6�"

EL 37.00

EL 2.69

M-561

12" 0 5’

SCALE: �"= 1’-0"

12" 9" 6" 3" 0 1’

SCALE: 1�"= 1’-0"SCALE: 3"= 1’-0"

0 3" 6" 12"

SHT

SHT

M-553

ORIFICE PLATE

THIS SIDE TO LAMPREY

PASSAGE SYSTEM

ACCESS COVER,

SEE NOTE 4

ACCESS COVER

SEE NOTE 4

C

A

ITEM MATERIAL QUANTITY

TOTAL

UPPER FLUME WELDMENT ASTM A572 GR 50

UPPER FLUME DIFFUSER ASTM A572 GR 50

UPPER FLUME PERFORATED PLATE ASTM A572 GR 50

COVERS ASTM A572 GR 50

UPPER WATER SUPPLY MANIFOLD ASTM A572 GR 50

7/8" HATCH DROP BOLTS BRONZE

COVER GASKETS NEOPRENE

18179

WEIGHT

/ITEM (LBF)

TOTAL

WEIGHT (LBF)

ORDER OF INSTALLATION

1. PRE-ASSEMBLE FLUME ASSEMBLY PRIOR TO INSTALLATION.

a. ORIFICE PLATES AND GASKETS SHALL BE INSTALLED BETWEEN THE UPPER FLUME WATER SUPPLY

PIPE AND UPPER FLUME.

b. GASKETS SHALL BE ATTACHED TO COVERS USING GASKET CLAMPS AT A

MAXIMUM SPACING BETWEEN CLAMPS OF 8 INCHES.

c. DROP BOLTS SHALL BE ATTACHED TO THE FLUME.

d. PERF PLATES AND DIFFUSERS SHALL BE INSERTED INTO THE FLUME.

e. COVERS SHALL BE INSTALLED AND SECURED USING THE DROP BOLTS.

NOTE THAT COVERS LOCATE PERF PLATES AND DIFFUSERS.

2. LOWER THE UPPER FLUME ASSEMBLY INTO POSITION AND ATTACH TO

THE VERTICAL SUPPORT RODS. RODS SHALL BE ADJUSTED AS NECESSARY TO MAINTAIN ALIGNMENT.

3. INSTALL LATERAL SUPPORTS.

a. HOLES FOR LATERAL SUPPORTS SHALL BE DRILLED AND ANCHORS SHALL BE SET AND

ATTACHED AS INDICATED.

b. SPACERS ON LATERAL SUPPORTS SHALL BE USED AS NECESSARY TO MAINTAIN PROPER ALIGNMENT.

4. DETAIL FOR ATTACHMENT OF 2 (EA) SS BUTT HINGE.

5. SEE SHEET G-411 FOR CONTROL POINT LOCATIONS.

RFI-0006

108’ 10.9998"

M O

N O

L I

P A

N S I

O N

J

T

MONOLITH EXPANSION

JOINT INTERFERES WITH

UNDERCUT ANCHOR. SEE

RFI-0130, RFI-0137

AS-CONSTRUCTED

CONCTRACT NO. DACW57- W9127N-12-C-0013

CONTRACTOR James W. Fowler Co.

DATE OF RECEIPT OF NOTICE TO PROCEED 07/17/2012

DATE OF COMPLETION OF CONTRACT 05/31/2013

DATE OF ACCEPTANCE 03/01/2013

OF LATERAL SUPPORT TO

CENTER OF VERTICLE

SUPPORT, TYP 2 PLACES

SEE M-180 FOR

AS-CONSTRUCTED

SUPPORT ROD

1�"

ISOMETRIC

SECTION A

M-565

M-564

3VERTICAL FLUME

SUPPORT

M-564

3 VERTICAL FLUME

SUPPORT

NUT AND WASHER

NOT SHOWN FOR

CLARITY

UHMW

SPACER

ANCHOR

BOLT

SLEEVE

ANCHOR ROD LOCATION SHOWN

CENTERED IN SLOT WILLIAMS S9

UNDERCUT ANCHOR SYSTEM OR EQUAL

ALLOWABLE TENSION <13.4KIP

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SCALE: 1�" = 1’-0"

G-410 G-411

PLAN

ELEVATION

DETAIL

DETAIL

UPPER FLUME INSTALLATION SHT SHT

SCALE: 1�" = 1’-0"

SCALE: �" = 1’-0" -

DETAIL 2

Sheet 96

RFI-0062

UPPER FLUME LIFTING POINTS

4’-�" 6’-2�"

A A

B

SECTION A

-SCALE: 3" = 1’-0"

SECTION B

-SCALE: 3" = 1’-0"

SECTION E

-SCALE: 3" = 1’-0"

DDETAIL

-SCALE: 3" = 1’-0"

E

D

4 3/4 "

R 1 3/4 "

1 1/2 "

1"

2 1/4 "

6"

1 2

E N

T R

A N

C E M

O D

IF

IC

A T

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

P O

R T

L A

N D D

IS

T R

IC

S I

D

M-441

N N

E V

IL

L E L

O C

K A

N D D

N C

A N K

W O

N G P .E

/0

/2

G E

C E

D D

E R

W A

S H

IN

G T

O N S

H O

R E L

A D

D E

R W

N -1

-R -0

B

B A

N N

IS

T E

R

B D

F .1

.d g n

U P

P E

R F

L U

M E

L

IF

T

IN

G P

O

IN

AS-CONSTRUCTED

CONCTRACT NO. DACW57- W9127N-12-C-0013

CONTRACTOR James W. Fowler Co.

DATE OF RECEIPT OF NOTICE TO PROCEED 07/17/2012

DATE OF COMPLETION OF CONTRACT 05/31/2013

DATE OF ACCEPTANCE 03/01/2013

NOTES

TYP.

TYP.

TYP.

TYP.

TYP.

STIFFENER PL.

DRILLED HOLE FOR SHACKLE

20’-10 1/2 "

1. USE MATERIAL A572 GRADE 50 OR BETTER.

2. LIFTING LOCATION ARE BASED ON A 1 1/2"

G213/S213 CROSBY SHACKLE. CONTRACTOR TO

VERIFY REQUIRED HOLE DIAMETERFOR SHACKLE PIN

CLEARANCE AFTER POWDERCOATING.

3. ALL 3 LIFTING POINTS ARE ON TOP OF THE FLUME.

LIFTING POINT 1 IS LOCATED ON THE FRONT FACE

TOWARDS THE UPSTREAM SIDE. LIFTING POINT 2

IS LOCATED ON THE FRONT

FACE TOWARDS THE DOWNSTREAM SIDE.

LIFTING POINT 3 IS LOCATED ON THE BACK FACE

TOWARDS THE CENTER.

UPPER FLUME WELDMENT

PL�"

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 M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R

US Army Corps of Engineersfi

P L

O T D

A T

E

54321

D

C

B

A

D A

T E

SHEET OF

DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$

D E

S

IG

N F

IL

E

P

W D

IR

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

P O

R T

L A

N D D

IS

T R

IC

N N

E V

IL

L E L

O C

K A

N D D

A M

M-540

B E

L L E

V U

E

W A

B D

F .1

W A

S H

IN

G T

O N S

H O

R E L

A D

D E

R E

N T

R A

N C

E M

O D

IF

IC

A T

A E

N G

IN

E E

R S I

N C

T

H A

V E

N U

E N

E S

U

IT

E

U P

P E

R F

L U

M E

S E

C T

IO

N S D

E T

A

IL

S S

H E

E T

D

H A

R T

F O

R D

L

M

IE

T Z

N E

R

S

S T

A R

K

A N

S I D

L

L O

E S

D A

T E

B D

F .1

M

X X

X .d g

N -1

-C -0

Sheet 98

SIM

�" TYP

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

M-541

M-541

M-541

ELEVATION

PLAN

BOTTOM PLAN

UPSTREAM ELEVATION

4"

2"

1�" TYP

3�" 1’-1�" TYP

1�

TYP

�" TYP

TYP

" 5’-4" 5’-4"

M-541

M-541

M-560

M-541

FLOW

KEY PLAN

42’-0"

5’-5�"

6’-9�" 15’-9"

13’-6�" 14’-2" 13’-6�"

47’-8�"

1’-6�"

1’-10�"

1’-6�" 42’-0"

5’-4" TYP

15’-9"

4"

1’-1�"

UPPER FLUME

M-440

NOTES

16" É STD PIPE, TYP 3 PLACES

2’-�"

�" X 4" STIFFINER PLATE

TYP 8 PLACES

2’-0" CLEAR

B

A

UPPER FLUME SHT

16" É STD PIPE FLANGE, TYP 3 PLACES

PER ANSI B16.1 CLASS 125

WATER BOX ACCESS

OPENING, TYP

INSPECTION

OPENING

INSPECTION

OPENING

MOUNTING FLANGE

SEE NOTE 6

MOUNTING

FLANGE

B

10’-8"

3�"

1’-1�" TYP

F L

A N

G E

F L

A N

G E

C

COVER PLATE

REMOVED THIS VIEW

SEE DETAIL

PLATE

5’-3�"10’-5�"10’-5�"5’-3�"5’-0"

E A

R

LIFTING POINTS 5 PLACES TYP

SEE DETAIL

EACH POINT MUST BE USED WHEN

LIFTING IN SHOP OR FIELD.

LIFTING CABLES/CHAIN SHALL

BE VERTICAL DURING LIFTING.

M-541

C

D

1" LATERAL SUPPORT LUG

TYP 4 PLACES

SEE PLAN

1" LATERAL

SUPPORT LUG

TYP 4 PLACES

1" LATERAL

SUPPORT LUG

TYP 4 PLACES

SEE PLAN

1. SEE M-560 FOR FLANGE AND OPENING DETAILS.

2. UNLESS OTHERWISE NOTED PLATE THICKNESS IS �".

3. ALL PLATE AND STRUCTURAL STEEL SHAPES ARE A572 GRADE 50

UNLESS OTHERWISE NOTED.

4. UNLESS OTHERWISE NOTED �" CONTINUOUS FILLET WELD ALL

JOINTS AND SEAMS.

5. FINISH: POWDERCOAT PER SPECIFICATION.

6. FLANGES AT SPLIT HAVE SAME CROSS SECTIONS AND BOLT

PATTERNS AS MOUNTING FLANGE. SEE M-560 DETAIL 1.

7. REMOVABLE COVER PLATE SHALL BE ASSEMBLED USING 1"-8 UNC

STAINLESS STEEL BOLTS WITH LOCKWASHER AND BRONZE NUT.

LOCKTITE 271 SHALL BE USED ON ALL THREADS.

8. INSTALL COVER PLATE AFTER POWDERCOATING PROCESS IS

COMPLETE.

2’-8�"

AS-CONSTRUCTED

CONCTRACT NO. DACW57- W9127N-12-C-0013

CONTRACTOR James W. Fowler Co.

DATE OF RECEIPT OF NOTICE TO PROCEED 07/17/2012

DATE OF COMPLETION OF CONTRACT 05/31/2013

DATE OF ACCEPTANCE 03/01/2013

USE SAME HOLE PATTERN

AS MOUNTING FLANGE

RFI 0092

LIFTING LUGS

5’-4" REF 5’-4" REF

1�"

3"

3"

1�"

M-560

A

1’-4"

2’-4�"

2’-8�"

2’-�"

CLEAR

C L

E A

R

1�"É

HOLE FOR

1" BOLT,

TYP

A

2"

PL 1�"

12" 0 5’

SCALE: �"= 1’-0"SCALE: 3"= 1’-0"

0 3" 6" 12"

SCALE: 1"= 1’-0"

1’06"12"

M

SCALE: �"= 1’-0"

12" 0 1’ 2’ 3’ 4’

SCALE: 3" = 1’-0"

A

SECTION

SCALE: 1" = 1’-0"

2’-1 2" x 1’-6�" CLEAR OPENING

SCALE: 3" = 1’-0"

B

SECTION

C

SECTION2

COVER PLATE

SCALE: 1/2" = 1’-0" SCALE: 3" = 1’-0"

ONLY CUT FACE

SHOWN

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 M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R

US Army Corps of Engineersfi

P L

O T D

A T

E

54321

D

C

B

A

D A

T E

SHEET OF

DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$

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 M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R

US Army Corps of Engineersfi

P L

O T D

A T

E

54321

D

C

B

A

D A

T E

SHEET OF

DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$

C/L

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

P O

R T

L A

N D D

IS

T R

IC

N N

E V

IL

L E L

O C

K A

N D D

A M

M-541

B E

L L E

V U

E

W A

B D

F .1

W A

S H

IN

G T

O N S

H O

R E L

A D

D E

R E

N T

R A

N C

E M

O D

IF

IC

A T

A E

N G

IN

E E

R S I

N C

T

H A

V E

N U

E N

E S

U

IT

E

U P

P E

R F

L U

M E

S E

C T

IO

N S D

E T

A

IL

S S

H E

E T

D

H A

R T

F O

R D

L

M

IE

T Z

N E

R

S

S T

A R

K

A N

S I D

L

L O

E S

D A

T E

B D

F .1

M

X

X X .d g n

PIPE FLANGE

309L

N -1

-C -0

Sheet 99

2�

6"

1�"

11�"5�" 10"

R� "

1�"

� x 3 PL

TYP 16 PLACES

45^ CHAMFER TYP

1 �"

8 TYP DETAIL

4"

R

1�"

R O

U

1�"

TYP

1�"

�" PL TYP

R

�" PL TYP

"2

3"

R

L E

1" HOLE

M-540SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

M-540SCALE: �" = 1’-0"

M-540SCALE: �" = 1’-0"

M-540SCALE: �" = 1’-0"

M-540SCALE: �" = 1’-0"

M-540SCALE: �" = 1’-0"

SCALE: 1" = 1’-0"

FLOW

KEY PLAN

4"

6"

8"

6"

4"

8�"

0"

UPPER FLUME

UPPER FLUME

NOTES

3’-0"

3’-8"

2’-6"

3’-2"

8�" 1" PL

�" PL

1’-8" 4’-11�"

4"

E A

R

42’-0"

1’-0"

ASECTION

DETAIL 4

DETAIL 3

DETAIL 1

DETAIL 2

BSECTION

CSECTION

DETAIL 5

SCALE: 1"= 1’-0"

1’06"12"12"0 5’

SCALE: �"= 1’-0" SCALE: �"= 1’-0"

12" 0 1’ 2’ 3’ 4’

10�"

1�"

L3 x 2 x �

8 PLACES

7 PLACES

1" PL

�" PL

�" X 4" STIFFENER PL

3�"

12" 6" 0 1’ 2’

SCALE: �"= 1’-0"

5’-3"

5’-�" TYP

5’-2�" TYP

1’-2" 1’-2"

9�" 3’-4�"

3’-8�"

5’-2�" TYP

6 PLACES

COMMON BULKHEAD

FLUME TOP PLATE

WATER BOX SHELF

(BEYOND TOP PLATE)

PREFORATED PLATE

SUPPORT (BEYOND

TOP PLATE)

FLUME BOTTOM

PLATE

OPENINGS THROUGH

COMMON BULKHEAD,

TYP

1. SEE M-560 FOR FLANGE AND OPENING DETAILS.

2. UNLESS OTHERWISE NOTED PLATE THICKNESS IS �".

3. ALL PLATE AND STRUCTURAL STEEL SHAPES ARE A572 GRADE 50

UNLESS OTHERWISE NOTED.

4. UNLESS OTHERWISE NOTED �" CONTINUOUS FILLET WELD

ALL JOINTS AND SEAMS.

PL TYP 6 PLACES

PL

1" PL

21’-0"

ROD TYP 24 PLACES

SCALE: 1" = 1’-0"

D

SCALE: 3" = 1’-0"

C/L

HINGE BRACKET

DETAIL

TYP DETAIL

HINGE BRACKET

TYP DETAIL

SCALE: 3" = 1’-0"

DETAIL 6

C/L

SCALE: 3" = 1’-0"

DETAIL 8

PL6 x 4 x �"

C/L

SYM

SLOT 2.25 X 3.31

@ 45^ (TYP)

SCALE: 3"= 1’-0"

0 3" 6" 12"

FULL DEPTH BULKHEAD

L1 x 1 x � TYP

GUSSET 3� x 3� x 1/4

SECTION

M-540

5’-2�" TYP

2 PLACES

CLEAR

L3 x 2 x �

PREFERATED PLATE

SUPPORT

L1 x 1 x 1/8

1’-6�"

AS-CONSTRUCTED

CONCTRACT NO. DACW57- W9127N-12-C-0013

CONTRACTOR James W. Fowler Co.

DATE OF RECEIPT OF NOTICE TO PROCEED 07/17/2012

DATE OF COMPLETION OF CONTRACT 05/31/2013

DATE OF ACCEPTANCE 03/01/2013

RFI 0028

UPPER FLUME ACCESS

COVER GASKET CLAMP

SPACING SUPERCEDED BY

RFI 0079 L-SHAPED S.S.

CLAMP FASTENERS 6"

ON CENTER

2’-0"2’-3�"

1" REF

1"-8UNC

STAINLESS STEEL NUT.

ALIGN WITH BOLT HOLE

ON MOUNTING FLANGE.

USE LOCKTITE 271

ON THREADS.

309L

1"-8UNC

STAINLESS STEEL NUT.

ALIGN WITH BOLT HOLE

ON MOUNTING FLANGE.

USE LOCKTITE 271

ON THREADS.

DIFFUSER SLOT

COMMON BULKHEAD

PERFORATED PLATE SLOT

2�" TYP

�" X 4" STIFFENER PL

TYP 8 PLACES

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 M

A R

K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

C O

N T

R A

C T N

O

SHEET

IDENTIFICATION

D A

T E

A P

P R

D R

A W

IN

G N

U M

B E

R

US Army Corps of Engineersfi

P L

O T D

A T

E

54321

D

C

B

A

D A

T E

SHEET OF

DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P O

R T

L A

N D

O R

P O

R T

L A

N D D

IS

T R

IC

N N

E V

IL

L E L

O C

K A

N D D

A M

M-561

B E

L L E

V U

E

W A

B D

F .1

W A

S H

IN

G T

O N S

H O

R E L

A D

D E

R E

N T

R A

N C

E M

O D

IF

IC

A T

A E

N G

IN

E E

R S I

N C

T

H A

V E

N U

E N

E S

U

IT

E

S H

E E

T

F L

U M

E A

C C

E S

S O

R

IE

S

P L

A N

S S

E C

T

IO

N S

D

E T

A

IL

S

D

H A

R T

F O

R D

L

M

IE

T Z

N E

R

S

S T

A R

K

A N

S I D

L

L O

E S

D A

T E

B D

F .1

M

X

X X .d g

W

N -1

-C -0

Sheet 101

2’-9�"

2’-11�" UPSTREAM ACCESS

3’-3�" DOWNSTREAM ACCESS

S T

R E

C E

S S

W N

S T

R E

C E

S S

11�"

8�"

R 1�"

3"4"

SYMM

R1�"

3"

3"

LATCH

SEE NOTE 4

1�"

R1�"

5’-2�"

FLOW

KEY PLAN

LOWER FLUME ACCESS COVER

9�" 3�"

WATER BOX COVER

11�" 3�" 1’-2�" 3�" 1’-2�" 3�" 11�"

2’-3�"

1�" 1�"

NOTES

9�"6�"10�"3" 2�"

1�"

LATCH SEE NOTE 4

1�"

2�"

12" 9" 6" 3" 0 1’

SCALE: 1�"= 1’-0"

É 0.5" ROUND BAR

LATCH

SEE NOTE 4

�" PL

5’-�"

3’-4�"

10�"

8�"1’-0"4"1’-0"4"1’-0"

�"R

É 0.5" ROUND BAR

L2 x 2 x �

1. UNLESS OTHERWISE NOTED PLATE THICKNESS IS �".

2. ALL PLATE AND STRUCTURAL STEEL SHAPES ARE A572 GRADE 50

UNLESS OTHERWISE NOTED.

3. UNLESS OTHERWISE NOTED �" CONTINUOUS FILLET WELD

ALL JOINTS AND SEAMS.

4. ALL LATCHES SIMILAR

5. FINISH: GALVANIZE AND POWDERCOAT PER SPECIFICATION

LOWER FLUME

ACCESS COVER

WATER BOX

COVER, TYP

UPPER FLUME

ACCESS COVER

6" TYP

R

T Y P

P L

A C E S

R "T

Y P

P L

A C E S

RFI-0020

THE DIMENSION FROM THE COVER PLATE

TO THE INSIDE OF THE LATCH IS 2.375"

RFI 0078

NEOPRENE

GASKET

12"x1/2"x1/4"

NEOPRENE GASKET

CLUE TO ANGLE USING

3M5200 ADHISIVE.

T Y

P

1’-6"

AS-CONSTRUCTED

DATE OF ACCEPTANCE X

DATE OF COMPLETION OF CONTRACT X

CONCTRACT NO. DACW57- W9127N-12-C-0013

CONTRACTOR James W. Fowler Co.

DATE OF RECEIPT OF NOTICE TO PROCEED 07/17/2012

ELEVATION

M-430 M-440

M-440

M-430

UPSTREAM ELEVATION

BOTTOM PLAN

PLAN

ELEVATION

PLAN

UPPER FLUME ACCESS COVER

ELEVATION UPSTREAM ELEVATION

UPSTREAM ELEVATION

SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

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SHEET

IDENTIFICATION

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US Army Corps of Engineersfi

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54321

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SHEET OF

DRAWING PLOT SIZE: $BORDER$ DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME BY USERNAME: $USER$ SHEET NAME: $SHEETN$

A

C3 x 4.10

5’-�"

5’-�"

W

U M

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P

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1"

FULL RADIUS, TYP

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-C -0

Sheet 102

FLOW

KEY PLAN

DIFFUSERS LOCATED

INSIDE FLUME

NOTES

2�" x �"

1. UNLESS OTHERWISE NOTED PLATE THICKNESS IS �".

2. ALL PLATE AND STRUCTURAL STEEL SHAPES ARE A572

GRADE 50 UNLESS OTHERWISE NOTED.

3. UNLESS OTHERWISE NOTED �" CONTINUOUS FILLET WELD

ALL JOINTS AND SEAMS.

4. FINISH: GALVANIZE AND POWDERCOAT PER

SPECIFICATION.

RFI-0078

FABRICATOR SLOTTED THE CHANNEL FRAME

AND WELDED THE SLATS FROM OUTSIDE

THE PANEL

AS-CONSTRUCTED

DATE OF ACCEPTANCE X

DATE OF COMPLETION OF CONTRACT X

CONCTRACT NO. DACW57- W9127N-12-C-0013

CONTRACTOR James W. Fowler Co.

DATE OF RECEIPT OF NOTICE TO PROCEED 07/17/2012

12" 9" 6" 3" 0 1’

SCALE: 1�"= 1’-0"M-430 M-440

A

SECTION

ISOMETRIC

PLAN

ELEVATIONDOWNSTREAM ELEVATION

FLUME DIFFUSER SHT SHT

SCALE: 1�" = 1’-0" SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

A R

M Y C

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IN

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Sheet 103

CRS 16GA STRIP

1�" 3�" 1�"

DRILL AND COUNTERSINK

FOR #6 FLAT HEAD

MACHINE SCREW

T

X

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U

C E

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P

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S S

WATER BOX 62�"

LOWER FLUME ACCESS 31�"

UPPER FLUME UPSTREAM ACCESS 31"

UPPER FLUME DOWNSTREAM ACCESS 37"

TRIMMED 1�" OFF GASKET ON

UPSTREAM - WASHINGTON SIDE TYP.

LOWER & UPPER FLUME

5’-�"

FLOW

KEY PLAN

P

U M

E

�" e’SHAPED NEOPRENE GASKET

�" PLATE

GASKET CLAMP, COVER GASKET

AND PERFORATED PLATE

INSTALLED BEFORE

WATER BOX COVER

NOTES

A

W

U M

E

1"É HOLES @ 51% POROSITY

SECTION A

-SCALE: NONE

12" 9" 6" 3" 0 1’

SCALE: 1�"= 1’-0"

0 1" 2" 3" 6"

SCALE: 6"= 1’-0"

1. ALL PLATE AND STRUCTURAL STEEL SHAPES ARE A572

GRADE 50 UNLESS OTHERWISE NOTED.

2. FINISH: GALVANIZE AND POWDERCOAT FERROUS

MATERIALS PER SPECIFICATION.

RFI-0064

FLUME DOOR GASKETS USED:

VINYL SEALS, DUROMETER HARDNESS A 73. TEMPERATURE RANGE

-30^F TO +150^F. COLOR GREY. MEETS UL 94HB FOR FLAMMABILITY.

McMASTER-CARR PART NUMBER 114A62

�" O’ALL WD. �" O’ALL HT. �" DIMENSION ’C’.

RFI-0019

TWELVE (12) GASKET CLAMPS ARE

REQUIRED PER WATER BOX COVER OPENING.

AS-CONSTRUCTED

DATE OF ACCEPTANCE X

DATE OF COMPLETION OF CONTRACT X

CONCTRACT NO. DACW57- W9127N-12-C-0013

CONTRACTOR James W. Fowler Co.

DATE OF RECEIPT OF NOTICE TO PROCEED 07/17/2012

M-430 M-440

M-430

SCALE: 6" = 1’-0"

M-440

M-430 M-440

3GASKET CLAMP

COVER GASKET

PERFORATED PLATE 2

PLAN

SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

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IDENTIFICATION

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