Drawing_GC-10_Attachment_19_Amendment_No__0003_0003.pdf

1/16"± .008 TYP

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Drawing No.

Title Dsgn. Chkd. YYYY.MM.DDDwn.

Th e

C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns

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C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec

. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.

File Name: FKC_GC-10

ORIGINAL SHEET - ANSI D

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Sheet: of 203

GC-10

CANAL LINING

DETAILS - 1

NTS

RIPPLE RUCKER WEBER

POLYSULFIDE

SEALANT

SANDBLAST

2" 2"

1 1/2" 1 1/2"

M

I N

C O

N C

R E

T E

L I N

I N

G

CAP SEAL FOR RANDOM CRACKS

SCALE: NTS

R=1/8" TO 1/4"

B + 1/4"

ELASTOMERIC

SEALANT

M

I N

F

O R

L I N

I N

G

M

I N

C O

N C

R E

T E

L I N

I N

G

B=3/8" MIN

TRANSVERSE JOINT ALTERNATIVE 1

(ELASTOMERIC SEALANT)

RESTRAINING PROJECTIONS

WATERSTOP MEMBER

SEALING BULB

C O

N C

R E

T E

L I N

I N

G

3/16" R

ALL FILLET

RADII TO BE

1/32" MIN

3/8"

7/8"

M

I N

7/8"

1/8" R

TRANSVERSE JOINT ALTERNATIVE 2

(POLYVINYLCHLORIDE STRIP)

TRANSVERSE JOINT DETAIL

SCALE: NTS

C O

N C

R E

T E

L I N

I N

G

LOGITUDINAL JOINT DETAIL

(POLYVINYLCHLORIDE STRIP)

SCALE: NTS

RESTRAINING PROJECTIONS

WATERSTOP MEMBER

SEALING BULB

PLANE WEAKENING

VERTICAL MEMBER

NOTE 1

ALL FILLET RADII

TO BE 1/32" MIN

1/16"x3/8" SLOT

M

I N

1" THICK SPONGE RUBBER JOINT FILLER

1"

ELASTOMERIC

SEALANT

C O

N C

R E

T E

L I N

I N

G

CANAL LINING TO LINING

EXPANSION JOINT

SCALE: NTS

GENERAL NOTES

1. CONTRACTION JOINTS FOR HAND-PLACED CONCRETE SHALL BE

"ALTERNATIVE 1" AND CONTRACTION JOINTS FOR

MACHINE-PLACED LINING SHALL BE "ALTERNATIVE 2" TRANSVERSE

JOINT DETAIL AND LONGITUDINAL JOINT DETAIL AS SHOWN.

2. TRANSVERSE CONTRACTION JOINTS AROUND CURVES TO BE ON

RADIAL LINES SPACED ALONG CENTERLINE OF CANAL.

3. THE USE OF THE ALTERNATIVE 1 METHOD FOR SEALING

LONGITUDINAL JOINTS FORMED BY MACHINE LINING IS LIMITED TO

THE CANAL INVERT ONLY.

4. THE GROOVES FOR ALTERNATIVE NO. 1 SHALL BE FORMED AND

CONCRETE CURING COMPOUND IN GROOVES SHALL BE REMOVED

BY SANDBLASTING.

5. DIAMETER OF THE SEALING BULBS SHALL BE AT LEAST TWICE THE

THICKNESS OF THE WATERSTOP MEMBER.

6. SHAPE OF THE RESTRAINING PROJECTION IS NOT DEFINED.

7. WEIGHT OF THE PVC STRIP SHALL BE A MINIMUM OF 460 g/m FOR

THE LONGITUDINAL STRIP AND 420 g/m FOR THE TRANSVERSE

STRIP.

8. WHERE THE PVC STRIP IS USED IN THE LONGITUDINAL DIRECTION,

CUT 3 INCHES OUT OF THE TOP OF THE PLANE WEAKENING

VERTICAL MEMBER AND PLACE THE TRANSVERSE JOINT THROUGH

THE SLOT.

1/2" CHAMFER

BOND BREAKER TAPE

AM

EN

DM

EN

T 2

RR

M

C

.05

.24

AM

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DM

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T #

RR

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.06

.01

NOTES:

1. IF THE CANAL INVERT LONGITUDINAL JOINT IS PLACED AS A

CONSTRUCTION JOINT, THE WATERSTOP VERTICAL MEMBER

(FIN) IS NOT REQUIRED ON THE CANAL INVERT LONGITUDINAL

JOINT.

EXISTING CONCRETE LINING

1/2" GROOVE FILL WITH

ELASTOMERIC SEALANT

6"6"

CANAL LINING

CANAL LINING TO

EXISTING LINING JOINT

SCALE: NTS

Attachment 19 Amendment No. 0003

AutoCAD SHX Text C77436

AutoCAD SHX Text C66888