HomeMy WebLinkAboutD-281733FLOODWALL PENETRATION, ELEVATION
NOT TO SCALE
V -6'
B STEEL SHEETPILE
BURN HOLE IN SHEET STEEL PIPE SLEEVE
PILING TO PASS SLEEVE I 2 LARGER THAN OD OF
PROTECTED PIPE CUT EXISTING PIPE
TO DRIVE SHEET
- - -- - - - - "" PILE AND REPLACE
CASING SEAL FLEXIBLE WATER TIGHT SLEEVE
MATERIAL SEE SPECIFICATION TYPE COUPLING
SECTION 5101
1/4 v EXISTING PIPE
FLOODWALL PENETRATION SECTION
NOT TO SCALE
C
NOTES:
1. FOR STORM DRAIN PENETRATION OF FLOODWALL,
CONTRACTOR SHALL EXCAVATE TO EXISTING PIPE, CUT
PIPE TO ALLOW SUFFICIENT SPACE DURING FLOODWAH
INSTALLATION, CUT SHEETPILE WALL AND RECONNECT
PIPE THROUGH SHEETPILE AS SHOWN.
2. WHEN INSTALLING FLOODWALL AT LOCATION OF FIBER
OPTICS CABLE, CONTRACTOR SHALL TAKE UTMOST CARE TO
AVOID PENETRATING CABLE. CONTRATOR SHALL DRIVE
SHEETPILE ADJACENT TO CABLE, BURN NOTCH IN WALL TO
ACCOMMODATE CABLE, TEMPORARILY REROUTE CALBE TO FILL
NOTCH, DRIVE ADJACENT SHEETPILE, CUT EQUIVALENT NOTCH
IN WALL, AND RETURN CABLE TO ORIGINAL POSITION. CABLE
SHALL THEN BE PROTECTED AS SHOWN IN FLOODWALL
PENETRATION DETAIL.
4
3
W= 1/2 "TO
1/8 "- 1 /T
D JOINT
SEALANT
BOND BREAKER "T" SEE
NOTE 4
( SEE NOTE 1)
\ 1/8 "MIN TO 1/2 "MAX
SAWED POURED SEALANT
WITH BOND BREAKER
SEE JOINT
SEALANT DETAILS
7
� hd
I
I
CONTRACTION JOINT
NOT TO SCALE
2
1/8 "— 1A I
W— 1/2 "TO
JOINT
SEALANT
JOINT
OIE�4
PREFORMED FILLER
SEALANT
BELOW TOP OF PANEL
SHACKLE THROUGH "I" BOLT
'T' SEE
'T' SEE
BACKER
MATERIAL
NOTE 4
\ ►
�— 1/8 "MIN TO 1/2 "MAX
SAWED POURED SEALANT
WITH BACKER MATERIAL
W- 1/2 "TO 5
D
JOINT
SEALANT
FOR DEPTH SEE
OIE�4
PREFORMED FILLER
MANUFACTURES
MATERIAL
( SEE NOTE 2)
EXPANSION JOINT
NOT TO SCALE
3
REVI90NS
DESDRpltcN
I W= 1/2 "TO 5
1/8 11 TO 1 4 "
s
2 *npj3
ATTACH WIRE TO WALL WITH
FOR DEPTH SEE
TOP OF JOINT SEALANT 1/8 " TO 1/4 "
STAINLESS STEEL ANCHOR
MANUFACTURES
BELOW TOP OF PANEL
SHACKLE THROUGH "I" BOLT
RECOMENDATIONS
'T' SEE
AND THIMBLE
1 "t 06
2. PREFORMED FILLER MAY BE FIBER BOARD OR OTHER APPROVED
MATERIAL THAT CAN BE SAWED OR SECTION REMOVED TO FORM
1/4" R
DOUBLE SOCKET
3. JOINT DETAILS SHOWN, REPPRESENT CONTRACTION JOINT
MIN 3/4 " PREFORMED
REQUIREMENTS, THE DETAILS FOR BOND BREAKER AND DIMENSIONS
NONEXTRUDING JOINT
4. THE DEPTH OF WEAKENED PLANE GROOVE 'T` IS EQUAL TO 1/4
° DIA. STAINLESS STEEL
FILLER MATERIAL
5_ D =DEPTH OF SEALANT, 1 1/4 TO 1 1/2 TIMES THE WIDTH OF SEALANT.
"3/4
I" BOLT WITH LOCK NUT AT
AS -BUILT
IF SHEET IS LESS THAN 32' X 21" IT IS A
END. CENTER AND EMBED
"
=
15" IN WALL
EXPANSION JOINT
NOT TO SCALE
3
REVI90NS
DESDRpltcN
I W= 1/2 "TO 5
1/8 11 TO 1 4 "
s
2 *npj3
FOR DEPTH SEE
1. NONABSORPTIVE 'SEPERATING MEDIUM' REQUIRED TO PREVENT
MANUFACTURES
JOINT SEALANT FROM FLOWING INTO THE SAWCUT, TO BREAK
GUY WIRE TO
RECOMENDATIONS
'T' SEE
NONCOMPATIBLE MATERIALS.
NOTE 4
2. PREFORMED FILLER MAY BE FIBER BOARD OR OTHER APPROVED
W= 1/2 "TO 5/8 "
1/8 " TO tf
FOR DEPTH SEE
MANUFACTURES I
RECOMENDATIONS .T. SEE
PREFORMED FILLER NOTE 4
MATERIAL I
( SEE NOTE 2) I
1
I
—� �-- 1/4 "MIN TO 1/2 "MAX
1/4 "MIN TO 1/2 "MAX
PREFORMED JOINT
WIRE ROPE CUP
AND THIMBLE
H�
fl°
U ,
CONCRETE FLOODWALL
1/8 "MIN TO 1/2 "MAX
SAWED JOINT WITH
ELASTOMERIC MATERAL
PREFORMED JOINT
ELASTOMERIC MATERAL
s
2 *npj3
NOTES:
1. NONABSORPTIVE 'SEPERATING MEDIUM' REQUIRED TO PREVENT
JOINT SEALANT FROM FLOWING INTO THE SAWCUT, TO BREAK
GUY WIRE TO
BOND AT THE BOTTOM OF SEALANT AND TO SEPARATE
TELEPHONE POLE
NONCOMPATIBLE MATERIALS.
2. PREFORMED FILLER MAY BE FIBER BOARD OR OTHER APPROVED
MATERIAL THAT CAN BE SAWED OR SECTION REMOVED TO FORM
A SEALANT RESERVOIR.
DOUBLE SOCKET
3. JOINT DETAILS SHOWN, REPPRESENT CONTRACTION JOINT
TURNBUCKLE
REQUIREMENTS, THE DETAILS FOR BOND BREAKER AND DIMENSIONS
SMALL BE THE SAME FOR CONSTRUCTION JOINTS.
4. THE DEPTH OF WEAKENED PLANE GROOVE 'T` IS EQUAL TO 1/4
THE PAVEMENT THICKNESS AND NOT LESS THAN 2 INCHES.
5_ D =DEPTH OF SEALANT, 1 1/4 TO 1 1/2 TIMES THE WIDTH OF SEALANT.
AS -BUILT
IF SHEET IS LESS THAN 32' X 21" IT IS A
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
U.S. ARMY ENGINEER DISTRICT, SEATTLE
CORPS OF ENGINEERS
SEATTLE, WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
GUY WIRE TO FLOODWALL ATTACHMENT
CIVIL DETAILS IV I
NOT TO SCALE
A �oEo
D C =q
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RENTON WASHINGTON
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D B -99 -0017 E- 19 -1 -70 98DEC03 C -43
PYM BRB 1 7 51
Fi!?. t�) SCANNED SEP 13 2002
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