HomeMy WebLinkAboutR-3693155CA
(D
M
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LU
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PZ 40
Varies. See Shts. RA-06
8 RA-08 for Spacing
r -
Varies. See Shts. RA-06 d RA-08
for Slicing
' (1 ea. C15x33.9). Typ.
FTcp of sheet -pile
elev. varies
bott.
VE
Varie „ See Shts. RA-06
3 RA-08 for Spacing
Prestressing Steel Strands
1 and 1'2" stiffener plates
(1 ea. C15x33.9). Typ.
i
i
3'-0" max. cont IIe�er
2'-6" min, cantilever
see note 4
Pipe separator
spacing (Typ.)
PLAN VIEW
3'-0"
1" dio. droin hair
in upp=- channel
spa. @ 6'-D" cts. (Typ.)
'
as shown
in plan . iew 7�A
8
1,zx23,4"xl'-21,2"stiffener plate
(Typ.)(cut to fit
Anchor Plate
Wedge Plate
2 - C15x33.9 Walers (Typ.)
spaced 5" back to back.
(Contractor to verify waler
adequacy to fit the Contractor / `\
strand ad angement. h=ad and
strand arrangement. )
7" dia. Max. hole for Typ.
Prestressing '-feel Strands
71e" dia. A325-SC, type —�
I. with heavy hex nut.
1 std. washer 6 /
11r4" dia. x 5" (ASTM A53)
pipe separator
See bracket detail J
PZ 40
W.P. = F.F. of PZ 40
at ground anchor elev.
shown On plans
NOTES:
1. ALL STRUCTURAL STEEL TO BE ASTM A572, GRADE
50 UNLESS NOTED OTHERWISE. PRESTRESSING STEEL
STRANDS SHALL BE 0.6" DIAMETER 7-WIRE. LOW
RELAXATION 270 ksi, ASTM 416. ALL SHEET PILE
SHALL BE ASTM A572. GRADE 50.
2. FASTENERS SHALL BE ASTM A325 SLIP CRITICAL
CLASS A HEAVY HEX HIGH STRENGTH BOLTS, TYPE
1 BOLTS TSB" DIA. UNLESS NOTED OTHERWISE.
BOLTED CONNECTIONS SHALL USE ASTM A563,
GRADE C3. HEAVY HEX NUTS AND ASTM F436
HARDENED STEEL WASHERS.
3. CONTRACTOR TO VERIFY REQUIRED ANCHOR PLATE
THICKNESS AND SIZE WITH GROUND ANCHOR
REPRESENTATIVE.
A. CANTILEVER PORTION OF WALER TO HAVE 1,4
FILLET WELD ALONG FULL WIDTH OF ADJACENT
BRACKET AT CHANNEL EXTERIOR EDGES.
5. AFTER THE SHEET PILE IS DRIVEN TO ITS FINAL
LOCATION, NO EXCAVATION IN FRONT OF THE WALL
SHALL BE MADE 1N EXCESS OF V-6" BELOW GROUND
ANCHOR HOLE LOCATION IN THE SHEET PILE UNTIL
THE GROUND ANCHOR, WALERS, ETC. HAVE BEEN
INSTALLED, TESTED. AND APPROVED.
6. CONTRACTOR MAY DESIGN AND SUBMIT FOR APPROVAL
DETAILS FOR AN ALTERNATIVE BRACKET DETAIL.
7. THE GROUND ANCHORS SHALL BE LOCATED AWAY FROM
PILE KNUCKLE LOCATIONS, AND SHALL 8E LOCATED
TO LIMIT THE AMOUNT OF SHEETING WEB REMOVAL
REOUIRED TO PROVIDE THE NECESSARY HOLES.
Prestressing Steel Strands
(sheathing not shown for clarity)
/
Field cut hole in PZ40 sheet pile for
Prestressing Steel Strands. Holes shall
ro m
be Iccated away from pile knuckles and
PARTIAL
WALL ELEVATION
SECTION C—C
shall ove only
sheetingmweb moteriamited portions of
Cut line—
N
`
Web
r,
j t V S T
�//]bill,ij
i/ /
w.P. o
w�
o D
I
�'
� 06 (-
Suhi��
0.30"
Cut line
E'�
m
^�
h
W. P. 6
w
c�
o
�
-
m
0
o
o
0
0.42"
a
"
2"x438'xO'-10°
x
h
m
ti
o
stiffener plate
W/ 1"xl" clip "_'
x
}
z'x6%e'x0'-9"
cl2
1
3
-.-
per bracket)
m
3
•— u7
stiffener plate
W� 11'2 X 1 �2' c l i p
°
516
m
ir,
( 2 per bracket )
ml
Q
rn
Typ.
516
5%
Q
----,
Shc Typ.
U
W.P.
LL
Back of Channels
D�
3" 6" 3"
m
for 20" Angle
6.68"
5.29"
W.P.
W.P.
E
3" 6" 3"
for 25" Angle
6.68" 6.69"
Back of Channels
7,88
8.72
.4]
BRACKET DETAIL
SECTION D—D
BRACKET
DETAIL (350 ANGLE)
SECTION E—E
A
R-3693155
r
FEDAI D: STP-1276(005)
HPP-1276(005)
') BergerABAM
RECORD DRAWINGS 7/31/2014
su�xxn
AS
SAS SHOWN
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CITY OF
STRANDER BOULEVARD EXTENSION
PHASE
E12/05/11
CALL 48 HOURS
,/
r
'C1��G/ HANSON
" car
Pu Works
RENTON
I, SEGMENT2A
BEFORE YOU DIG
33301 9th Avenue South, Suite 300
AAN
'� ��
I �TUM
rc
Apprc-?d
For Construction
Construction
BNSF BRIDGE N0. 11,07 L.S. 0051
RA-10
N
1-800-424-5555
Federal Way, Washington 98003-2600
(206) 431-2300 Fax: (206) 431-2250
GCopyrtght Hanson Proksslanal Service Inc. 2011
NO.
REVISION
BY
DATE
APPR
"^"�
MAF
»m «2
""` C0A0 `
Robert M. Hanson P.E. Date
WALER DETAILS
_
a
'� 1 66 231