KEI-09-0525-SR502_AMENDMENT_(1_Sheet).pdf

EMBEDMENT, TYPICAL

JOINT WITH SUFFICIENT

REBAR SHALL PENETRATE

BOTH SIDES TYP.

JOINT SEALANT ON

EMBEDMENT, TYPICAL

JOINT WITH SUFFICIENT

REBAR SHALL PENETRATE

FOUNDATION CONCRETE

LEFT FACE OF

FOUNDATION CONCRETE

FOR TOP SURFACE OF

BACKER ROD NOT REQUIRED

JOINT SEALANT AND

FOUNDATION CONCRETE

LEFT FACE OF

PENETRATE JOINT

REBAR SHALL NOT

JOINTS.

MATERIAL IN CONTRACTION

JOINT ONLY. NO FILLER

MATERIAL IN EXPANSION

EXPANSION JOINT FILLER

OF FOUNDATION CONCRETE

NOT REQUIRED FOR TOP SURFACE

JOINT SEALANT AND BACKER ROD

SEE NOTES 5 & 8.

JOINT SEALANT TYP.

BACKER ROD

TYP.

3/4" CHAMFER

CONTROL JT.)

FOR CONTRACTION OR

(NO FILLER MATERIAL

EXPANSION JT.

FILLER MATERIAL FOR

TYP. SEE NOTE 5

JOINT SEALANT

TIMES THE JOINT WIDTH

SEALANT DEPTH IS 1 TO 1.5

F i l e n a m

D s i g n f i l o

D r a w i g

C d e

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reference

R e v

S y m b o l

D e s c r i p t i o n

Sacramento District

A p p r o v e d D a t e

8.1.2

Sheet fiof Engineers

US Army Corps of Engineers

US Army Corps

S u b m i t t

K E

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TYP.

BOTH SIDES

JOINT SEALANT

WATER STOP

TYP.

FILLER MATERIAL

EXPANSION JOINT

WALL REINFORCEMENT

WALL REINFORCEMENT

WALL REINFORCEMENT

EXPANSION JTS.

1/2" FOR CONTRACTION AND

FLOW FLOW

O N R

IG

H T W

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EXPANSION JTS.

CONTROL AND

CONTRACTION,

1" MIN. FOR

D E

T A

IL

S

W A

L L D

E T

A

IL

S

FIT, TYP.

EXPANSION CAP W/ SLIP

TO EXPANSION CAP SIDE TYP. SEE NOTES 3 & 4

SPACING W/ BOND BREAKER COATING APPLIED

1" DIA. SMOOTH DOWEL - 2’-6" LONG @ 12"

& 4

APPLIED TO ONE SIDE TYP. SEE NOTES 3

SPACING W/ BOND BREAKER COATING

1" DIA. SMOOTH DOWEL - 2’-6" LONG @ 12"

N.T.S. N.T.S.

CONTRACTION JOINT

TYPICAL WALL

NOTES

N.T.S.

JOINT SEALANT DETAIL

N.T.S.

WATERSTOP DETAIL

NO WATERSTOP ON RIGHT WALL

NOTE:

N.T.S.

CONTROL JOINT

TYPICAL WALL

IN RIGHT SPILLWAY WALL

WATERSTOP NOT REQUIRED

NOTES:

NO WATERSTOP ON RIGHT WALL

NOTE:

EXPANSION JOINT

TYPICAL WALL

S H

E E

T O

F

SR-502 SR-502

SR-502

SR-502

SR-502

R E

C E

S S

/4

C L

SR502

SR-502

SR-502

SR-502

TYP.

SR-502

SR-502

N.T.S.

IN FOUNDATION CONCRETE

NO WATERSTOP REQUIRED

NOTES:

SR-502

SR-502

CONTROL JOINT

TYPICAL FOUNDATION CONCRETE

N.T.S.

IN FOUNDATION CONCRETE

NO WATERSTOP REQUIRED

NOTES:

SR-502

SR-502

EXPANSION AND CONTRACTION JOINT

TYPICAL FOUNDATION CONCRETE

WATERSTOPS PLACED IN VERTICAL WALL JOINTS SHALL BE CUT 4" SHORT FROM TOP OF WALL.9.

JOINT SEALANT AND CHAMFER SHALL BE PROVIDED AS SHOWN IN DETAIL 1 FOR BOTH SIDES OF WALL.8.

WATERSTOP SHALL BE SPLICED PER MANUFACTURE’S RECOMMENDATION.7.

WATERSTOP SHALL BE 6" PVC CENTERBULB TYPE UNLESS OTHERWISE SHOWN.6.

JOINT SEALANT SHALL CONFORM TO SPEC 03 15 00 AND APPLIED PER MANUFACTURER RECOMENDATION.5.

SMOOTH DOWEL BAR SHALL BE PLAIN STEEL BARS AND CONFORM TO ASTM A615, GR50 STEEL4.

COATED SIDE OF DOWEL BARS SHALL BE PRE-DIPPED IN A TECTYL 506 BOND BREAKER SOLUTION OR EQUAL.3.

FOR STRUCTURE GENERAL NOTES, SEE KE1-09-0507 SHEET S-0022.

FOR GENERAL NOTES, SEE KE1-09-0507 SHEET S-0021.

P

A

A R

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T A I

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D

72"

1"

VARIES

C O

V E

R

T Y

P

C O

V E

R

T Y

P

EQUAL

TYP.

EQUAL

TYP.

1/2"

VARIES

C O

V E

R

T Y

P

BOND BREAKER

C O

V E

R

T Y

P

EQUAL

TYP.

EQUAL

TYP.

6"

/1

1/4" ID AND 11/16" OD

/8

/8

8"8

A P

R

1 1

AM-016