Bonneville_OWS_Additional_Drawings.pdf

G2ECDBJF

Information Only

G2ECDBJF

' I ' I 3 I ' I ' I ' .

94'-o" 94'-0"

3'-0" 29'-6" l'- • 5' O" 1'- 54'-6" ,. 4'·0" 3'-0"

I r

I E 4 "B 50'-0" u

'? ill -

0 " ===i 0 i-0 l I I

J I I l 7 l 7 l 7 l

I II I

! I I 0 J c f--

~ N

R"I<lON """ """'""o" "

U.S. ARMY ENGINEER DISTRICT, PORTLAND

OREGON - WASHINGTION COLUMBIA RIVER

BONNEVILLE LOCK AND DAM

TEST 2

A

FOUO SUB ... ITYEC< I DE~'..~.~~o. I, ..... I'"''"'· . . " TAFF FOR OFFICAL DATE< I USE ONLY j DA1£ ANO TIM£·PLOTTED1 3/512013 10•4'1•'.>0 AM I I"' llSERNAME: G200!3RM8 t J I SHEET NAME, OWS PLAN EL 42 I g2ecdams Information Only g2ecdtjw Cross-Out g2ecdams

EL. 43.00

EL. 28.00

UW-1 AND UW-2

SYSTEM PUMPS

EXISTING UNWATERING

(REF.)

18" DIA.

EL. 52.00

TO REMAIN

EXISTING VALVE

STA 0+00

STA 2+18.62

CHUTE

ICE AND TRASH

EXISTING

AWS

EXISTING

CTRL UNIT

SERVICE BAY

EL 49.0

16'-0" NOM. C.C.

AND SADDLE AT

SUPPORT BRACKET

1SEE DETAIL

SCALE:ˆ"= 1'-0"

SCALE:ˆ"= 1'-0" SCALE:ˆ"= 1'-0"

SCALE: 1" = 40'

ASECTION

1DETAIL

M1

A

M9

10'-0"

M8

NEW BYPASS CHANNEL

UNWATERING PUMP DISCHARGE PIPE EXTENSION

ELBOW

SHORT RADIUS

AND LOCATION

FIELD VERIFY DIMENSIONS

PUMP DISCHARGE PIPE

EXISTING 24" UNWATERING

TO NEW PIPE FLANGE

FLANGE. CONNECT VALVE

VALVE DOWNSTREAM

24" PIPE FROM THE

REMOVE EXISTING

DETAIL

ABOVE EL. 28.00

2DETAIL

ABOVE EL. 43.00

BYPASS CHANNEL

A M8

SEE SECTION

1SEE DETAIL

1SEE DETAIL

M9

M9

DETAIL

SUPPORT

SEE PIPE

M7

DISCHARGE PIPE

UNWATERING PUMP

NEW 24" TURBINE

OPENING DETAIL

SEE FLOOR

M A

X

2'-0" (TYP.)

N

CEMENT GROUT ANNULUS

PACKED WITH OAKUM

THE GAP SHALL BE

6.5' THICK WALL.

THROUGH EXISTING

CORE 26" DIA HOLE

040' 40'

SCALE: 1"= 40' SCALE: ˆ"= 1'-0"

0 20' 30'10'5

FLAWLESS SURFACE

CHANNEL FACE TO PROVIDE SMOOTH

FILL WITH CONCRETE. EPOXY MORTAR

FACE, BOTH ENDS. FORM FLUSH,

CUT EXISTING PIPE 1'-0" INTO

ANCHORED. @ 45 DEG.

FACE, 12" DEEP. EPOXY

DRILLED 8" FROM CHANNEL

8-#5 L BARS, 24" LEG

2SEE DETAIL

EL. 28.00

EL 43.00

STA 2+64.18

STA 1+01, VERIFY

2SEE DETAIL

M8

RADIUS 381'-9"

2'-0"

NOM.

SIDES OF JOINT

AT MAX 5'-0" BOTH

PROVIDE BRACKETS

CONSTRUCTION JOINT

FIELD JOINT AT NEW

1SEE DETAIL

M8

D I

S C

H A

R G

E

P

X

T E

N S I

O N

U N

W A

T E

R I

N G

U

M P

BDF-3-18/7

H

T

NOT SHOWN FOR CLARITY

POWERHOUSE AND FISHWAY ENTRANCE

R E

E

NI

GNELANOI

S

S E

F O

R P

19825

DERETSIGE

R

N O

T G

N

IHSAWFO

E T

A T

S

EXPIRES:

M I

C H

A E

L J. C

A

R N

E Y

A D

D

O

B

D

S

L

M O

D I

F I

T E

CONTAINING THE HAZARD

COMPLY WITH ENVIRONMENTAL REGULATIONS FOR

CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO

4. PAINT ON THE EXISTING PIPE MAY CONTAIN LEAD.

BDP-1-3-8/71

BDP-1-3-8/69

BDP-1-3-8/68

BDP-1-6-2D1/3

BDP-1-6-1D1/6

DRAWINGS ESPECIALLY:

THE 24" UNWATERING PIPE PENETRATION. SEE REFERENCE

THE FLOOR AT EL 43.00 AND THE WALL AT THE LOCATION OF

AND REROUTING AS NECESSARY ALL UTILITIES/CONDUITS IN

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING

2. ALL ELBOWS TO BE LONG RADIUS, UNLESS SHOWN OTHERWISE

1. CONTRACTOR TO FIELD VERIFY LOCATION OF PIPE AND VALVE.

NOTES:

D

M

F

C

D G

N

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 e d b y

C h e c k e d b y

D r a w n b y

D e s i g n e d b y

DRAWING STATUS:

DRAWING NO.

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

C O

L U

M B

R

V E

R O

R E

G O

W

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

Y

G I

N E

S T

R I

C T

SHEET

S E

C O

W E

R H

O U

S E

B O

N N

E V I

L

S E

R V

O I

R

B

C

R F

A

P A

S T

E M

I N

G I

N E

E R

S

I

N C t h v u i t e

B e l l e v u

FINAL

R N

E Y

D O

N A

L D

N D

R A

V I

S S

E L

L

J

K H

A L

R

WALL PENETRATION DETAIL

#6 BAR

(TYP)

AS-CONSTRUCTED

CONTRACT NO. DACW57-02-C-0027

SOIL NAILED WALL

WALL

NEW CHANNEL

T Y P

IN PLACE

EXISTING REINFORCEMENT TO REMAIN

CONCRETE BEHIND REINFORCEMENT.

SAW CUT AND CHIP OUT

CEILING

CONTINUOUS FLOOR TO

RETROFIT WATER STOP

EXISTING REINFORCEMENT

#6 BARS @ 12" O.C.

CHANNEL FLOOR

NEW TRANSPORTATION

FLOOR EL. 29.0

EXISTING CHUTE

#6 @ 12" O.C. TYP.

6" O.C. TYP.

#9 BARS @

MONOLITH S-1 EXISTING CHUTE WALL 3'-0"

CEILING

CONTINUOUS FLOOR TO

RETROFIT WATER STOP

NEW CHANNEL WALL

O.C. TYP.

#9 BARS @ 6"

SLAB CONSTRUCTION JOINT

NEW EXTENDED MONOLITH JOINT

EXSITING MONOLITH JOINT

EXSITING MONOLITH JOINT

(SEE SHEET G5)

SOIL NAILED WALL

#9 BARS @ 6" O.C.

OPPOSITE WALL SIMILAR

WITH 5 #9 VERTICAL BARS

#6 2'

8'

PRECAST SLAB

TOPPING SLAB

CONCRETE

EXISTING

EL.55

12" O.C.

#4 BAR @

12" O.C.

#6 BAR @

ACROSS OPENING

#4 STIRRUPS @ 6"

ACROSS OPENING

#6 BAR @ 6"

WALL CONCRETE

NEW CHANNEL

#9 @ 6"

#6 BAR @ 12"

VARIES

SHEETS M7 & M8

EXTENSION SEE

DEWATERING PIPE

PENETRATION FOR

2' NOMINAL WALL

2 #9 T.F.

5 #9 B.F.

OPENING

44" BEYOND

BOTTOM BARS

EXTEND TOP &

EL.52

EL.50

EL.48

EXISTING CONCRETE

WALL

NEW CHANNEL

PLAN AT EL 39.0.

B D

S

F

C

D G

Y C

K

F

N N

E A

U

S T

R U

C T

U R

A L

I

U T

E

D O

N A

A M

B E

R

E

C h i e f t r u c t u r r c h s i g n

SEE DETAIL

SEE DETAIL

SEE DETAIL

SEE DETAIL4

S25

S25 S25

S25

S25

DETAIL 3

S25

DETAIL

DETAIL 4

S25

SCALE: ‚"= 1'-0"

SCALE: ‚"= 1'-0"

SCALE: ‚"= 1'-0"

S25

BDF-2-51/25

D E

T A I

L S

E X I

S

N O

L I

D I

F I

C A

T I

O N

N S

O N

E.F. (TYP)

#9 @ 6" 0.C.

SEE DETAIL 7

S28

E.F. (TYP)

#6 @ 12" O.C.

SEE DETAIL 7

S28

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 i m e

S u b m i t t e d b y

C h e c k e d b y

D r a w n b y

D e s i g n e d b y

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

S E

C O

W E

R H

O U

S E

B O

N N

E V I

L

S E

R V

O I

R

B

R F

A

P A

S T

E M

J

K H

A L

R

10 - 10 - 03

AS-BUILT AS OF:

DACW57-02-C-0027

CONTRACT NO.

AS-CONSTRUCTED.

> OF NEW C

HANNEL

WALL

NEW CHANNEL FLOOR

NEW CHANNEL

EXISTING CHANNEL WALL

2'

5'

WITH 5 #9 VERTICAL BARS

#6 BAR @ 12" O.C.

SIM. TO DETAIL 1

0 5' 10' 15' 20'12"

SCALE: ‘"= 1'-0"

S25

DETAIL

SCALE: ‚"= 1'-0"

SEE DETAIL

SEE DETAIL

S26B

S26B

S26B

SEE DETAIL 1

S26B

2'-6"

3'-0"

EACH FACE.

8'-0"

MONOLITH JOINT

WATERSTOP

NEW 6" PVC

SEE DETAIL2

MONOLITH JOINT

WATERSTOP

NEW 6" PVC