LDAO_420_S-3093-A.pdf

CONCRETE WEDGE

FACE OF NEW

WALL

EXISTING CONCRETE

CHAMBER FACE OF

POCKETS (TYP)

ROCK ANCHOR

COUPLER (TYP)

THREADED

3 #5 (TYP)

CONCRETE WEDGE

FACE OF NEW

ROCK ANCHOR

STIRRUPS

#4 CLOSED

1'-4" 6"6"

3 #5

BACK FACE

#8@12" (ANGLED)

(TYP)

2'-0"

3 #53 #5

(TYP)

2'-0"

N E

W

C O

N C

R E

T

D G

E

E X

IS

T

IN

G

N C

R E

POCKETS 2 ROWS, TYP

8-#9" UNDER ANCHOR

N

N C

R E

D G

E

E X

IS

T

G

N C

R E

GUIDE WALL

BACK FACE OF CONCRETE

POCKET

UNDER ANCHOR

3-#9 BAR

CONCRETE WALL

CHAMBER FACE OF EXISTING

#8@12"

#8@12"

#8@12"

#7@13" OC

#8@12"

WEDGE

NEW CONCRETE

CONCRETE PLACEMENT)

ANCHOR POCKET (SECOND

WEDGE

NEW CONCRETE

PILING

EXISTING SHEET

3 #5

OC UNDER ANCHOR LOCATION

#4 CLOSED STIRRUPS @ 10"

PILING

EXISTING SHEET

GUIDE WALL

CONCRETE

BACK FACE OF

B A

R S

CONCRETE PLACEMENT

INSERT FOR SECOND

#5 BARS THREADED IN

3 #5 @10" (TYP)

(ABOVE)

POCKET

ANCHOR

ROCK

BACK FACE

#8@12" (ANGLED)

1'-6"

BARS (ANGLED)

#7 CORNER

(2) #7

SURFACE

MILLED CONCRETE

SURFACE

MILLED CONCRETE

GUIDE WALL

BACK FACE ORIGINAL

GUIDE WALL

BACK FACE ORIGINAL

STIRRUPS

OF CLOSED

WITHIN CORNERS

#7 BAR ANGLED

CONCRETE

EMBED 12" INTO SOUND

ANCHOR LOCATION SPACED OC

8-#9 ADHESIVE ANCHORS AT

WEDGE

EXISTING CONCRETE

WEDGE

EXISTING CONCRETE

3 #5@ANCHOR POCKET

CONC WALL

BACK FACE EXIST

TYP

#8@12"

#8@12"

#8@12"

#8@12" #8@12" #8@12" #8@12" #8@12"

#8@12"

SHEET PILING

TOP OF EXISTING

SHEET PILING

TOP OF EXISTING

#7@15" ADHESIVE ANCHORS

EW DRILLED INTO EXISTING

CONCRETE. EMBED 12" INTO

SOUND CONCRETE, SEE

NOTE 5

#7@15" ADHESIVE ANCHORS

EW DRILLED INTO EXISTING

CONCRETE. EMBED 12" INTO

SOUND CONCRETE, SEE

NOTE 5

SCALE: •"=1'-0"

REINFORCING PLAN AT ELEVATION 699 (ABOVE ANCHOR HEAD)

L O

W E

R G

U

ID

E W

A L L

R E

IN

F O

R C

IN

G P

L A

N S

E

Q U

N

J

C U

N N

IN

G H

A M

LC

SCALE: •"=1'-0"

REINFORCING PLAN AT ELEVATION 697.5 (BELOW ANCHOR)

LC

G U

ID

L L

G U

ID

L L

JOINT

MONOLITH

JOINT

MONOLITH

A B

O V

E A

N D B

E L

O W A

N C

H O

R

LC

WALL

CONCRETE

EXISTING

EL. 699.56 EL. 699.56

WALL

CONCRETE

EXISTING

VARIES

ANCHOR

36"

B

A

B

2' 4'0 1'

SCALE: •"=1'

4' 8'0 2'

SCALE: ‚"=1'

A

SECTION

SCALE: ‚"=1'-0"

B

SECTION

SCALE: ‚"=1'-0"

T/SHEET PILING

EL. 682.56

B/SLOPE

EL. 672.56

B/SLOPE

EL. 672.56

T/SHEET PILING

EL. 682.56

T

O 'L

O U

G H

L

IN

POOL EL. 681.56

NORMAL LOWER

POOL EL. 681.56

NORMAL LOWER

S-3096

MAINTAIN A MINIMUM OF 10" EDGE DISTANCE.5.

REINFORCING UNDER ROCK ANCHORS.

SEE SHEET S-5095 FOR ADDITIONAL 4.

3. SEE SHEET S-3096 FOR CHAMFER DETAILS

SEE SHEET S-0064 FOR REINFORCING NOTES.2.

ENDS SEE SHEET S-3098.

FOR UPSTREAM AND DOWNSTREAM MONOLITH 1.

NOTES:

/s

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S-3093-A

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