GB_SEGB1B2S-502-Default-000.pdf

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IDENTIFICATION

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P R fiof Engineers

US Army Corps

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New York District

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SHEET OF

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> WALL

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3’-0"

2’-0"

> WALL

BUTT JOINT BETWEEN CONCRETE PANELS

INSTALL BACKER ROD & CAULK AT EACH

NOTE:

SIDE

RIVER

SIDE

PROTECTED

OF EACH MONOLITH

PIPE @ QUARTER POINTS

1" I.D. PVC DRAIN

6"

AT SHEET PILE INTERLOCKS

TYPICAL EXPANSION JOINTS

SCALE: 1" = 1’ - 0"

SCALE: 1" = 1’ - 0"

SCALE: 1" = 1’ - 0"

SCALE: 1" = 1’ - 0"

AT SHEET PILE INTERLOCKS

TYPICAL CONSTRUCTION JOINTS

COMPOSITE WALL NOTES:

WHERE HOLES FALL WITHIN THE WEB OF THE STEEL SHEET PILE, THE HOLE MAY BE SLOTTED

4" HORIZONTALLY TO ACCOMMODATE PASSING THE REINFORCING BARS.

COMPOSITE WALL DETAIL

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APPROVAL.

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MONOLITHS NO.1 TO 13

#6@6" E.F.

NO. 14 TO 19

#6@9" E.F. MONOLITHS

CONCEPT ONLY. SEE PRECAST CONCRETE SPECIFICATION.

AS THE MINIMUM REQUIRED, SUBJECT TO DESIGN REQUIREMENTS. THE LIFTING DEVICE SHOWN IS FOR

FOR HANDLING AND TRANSPORT. THE REINFORCING SHOWN IN THE CAP DETAIL SHALL BE CONSIDERED

THE PRECAST PANEL FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF THE CAP AND LIFTING DEVICE6.

5. CONCRETE STRENGTH:

CAP: 4,000 PSI.

FILL IN SOLDIER PIPE PILES: 6,000 PSI.

4. COMPOSITE WALL MONOLITHS SHALL BE 22’-0" UNLESS OTHERWISE INDICATED ON THE PROFILE.

SPECIFICATIONS.

3. STEEL SHEET PILE SURFACE PREPARATION AND PAINTING SHALL BE IN ACCORDANCE WITH THE

EACH MONOLITH SHALL END AT THE CENTER OF THE NEAREST SHEET PILE INTERLOCK.

2. ANY SUBSTITUTIONS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER REPRESENTATIVE FOR

1. HOLES CUT IN STEEL SHEET PILING FOR PASSING REINFORCING BARS SHALL NOT EXCEED 2" DIA.

" 4

�" CHAMFER (TYP)

"4

COMPOSITE CAP WALL DETAIL - 2

SLOPE

2 #6 EF

6 #6

#5@8"

#5@8"

(SEE CIVIL PROFILE)

TOP OF WALL

ALIGN PRECAST CONCRETE CAP JOINT WITH 1/2" MONOLITH EXPANSION JOINTS. 7.

PRECAST CONCRETE SPEC.

IN DETAIL-1. SEE

PANEL DIMENSIONS SHOWN

PRECAST CONCRETE CAP

THREE BULB WATERSTOP TO EXTEND FROM BOTTOM OF CONCRETE MONOLITH TO BOTTOM OF CONCRETE CAP.8.

SCALE: 1" = 1’ - 0"

3’-0"

2’-0"

> WALL

SIDE

RIVER

SIDE

PROTECTED

7-#3

SCALE: 1" = 1’ - 0"

3/4"

4-#3 EQUALLY SPACED

ACROSS PANEL LENGTH

SEE NOTE 6

SEE NOTE 6

SLOPE

3/4"

@ 16" O.C.

HEADER STUDS

‘3x3x� CONT

8" 8"3" 3"

ELECTRICAL

CHASE

COMPOSITE CAP WALL DETAIL - 1

(SEE CIVIL PROFILE)

TOP OF WALL

COMPOSITE WALL DETAIL

CUT OFF WALL AT

TEMPORARY PZ22 SHEET PILE

SIDE

PROTECTED

SIDE

RIVER

XXX

X

X X

X

X X

(TYP)

PZ-22

SIDE

PROTECTED

SIDE

RIVER

X X

X

X X

X

X XX

FROM BOTTOM OF CONCRETE CAP

FROM TOP OF SHEET PILE TO 4"

(6 X 6 X W2.0 X W2.0)

WELDED WIRE FABRIC

CONCRETE CAP

4" CLR.(TYP)

22" (TYP) 22" (TYP)

7’-4" (TYP)

COMPOSITE WALL

THREE BULB WATERSTOP

1/2" CHAMFER (TYP)

> WALL

SIDE

PROTECTED

SIDE

RIVER

X

COMPOSITE WALL

THREE BULB WATERSTOP

> WALL

2" CLR.

(TYP)

X

X

X X

(TYP)

1/2" CHAMFER

COMPOSITE WALL

EXPANSION JOINT

THREE BULB WATERSTOP

SCALE: N.T.S.

X

X

X X

X

X

COMPOSITE WALL

> WALL

SIDE

PROTECTED

RIVER SIDE

(SEE DWG. S-501)

FOR REINFORCING STEEL

1/2" PREFORMED FILLER AT EXPANSION JOINTS

3"

DIAM.

STAIN

CONCRETE

SURROUNDING

MATCH

STAIN TO

FILLER AND

W/ ELASTIC

FILL FLUSH

SEE NOTE 6.

LIFTING LUG

OF PILE (TYP.)

CONCRETE FILLED TO BOTTOM

.625" WALL THICKNESS

20" ERW STRAIGHT SEAM PIPE

SOLDIER PILE

"L" WATERSTOP

4" LEGS 1/2" THICK

PLATE CAP

MONOLITH TO SHEET PILE BENT

EXTEND FROM BOTTOM OF CONCRETE

#5 U-BAR

6"

5/8"O1 1/8" O

LIFTING LUG DETAIL

6"x6"x�" PLATE

NOT TO SCALE