HomeMy WebLinkAboutR-3693190M Irk
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CO 10
M
9 Opposite Hand
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0 ¢ PZ 40
LLI
3,4" Stiffener Plates
(1 ea. W18x130 (Cut)), Typ.
Stage I sheet pile. Varies, See Sheet RA-08
See Drawing RA-07. for Spacing
top & bott. � Prestressing Steel Strands
\(Typ. ) 5,16 3 and 3,4' stiffener plates
I (ea. W18x130 (Cut)). Typ. r
1" dia. drain hole
in upper channel
- - - - - - - - - - - - - - - - - - - - - spa. @ 6" -0" cts. ( Typ. )
_ 6'-0" max. cantilever �2 - W18x130 (Cut) Walers (Typ.) `ry
10 Fold line spaced 5" back to back.
See Drawing see note 4 (Contractor to verify waler
RA-07 & Pipe separator 3'-0" adequacy to fit the Contractor
specified anchorage head and
RA-08 spacing (Typ.) ~I strand arrangement.)
10 PLAN VIEW — SOUTH TEMPORARY WALL
Opposite Hand ( NORTH TEMPORARAY WALL OPPOSITE HAND)
i
1 7" dia. Max. hole for
Top of sheet -pile Prestressing Steel Strands
as shown
in plan view
3,4 x5"xl'-4%e" -
stiffener plate
(Typ.)(cut to fit)
Anchor Plate
eiev. vur iea
7�
11,2'x15"x1'-3" anchor plate
(Typ.)(see note 3)
I I
PARTIAL WALL ELEVATION — SOUTH TEMPORARY WALL
(NORTH TEMPORARAY WALL OPPOSITE HAND)
Cut line Web
I D
W. P. I
Plate 3,4"x20"xl'-0"-
1,2'x9"x1'-61,4" stiffener plate
w/ 1"xl" clip (2 per bracket)
70° for 20° Angle
65° for 250 Angle
516 "16 Typ.
Typ, 5 16
16
Back of Channels--' W P
Plate 1"x9"x1'-O" for 20° Angle II
(1"x11I,8x1'-0"' fro 25° Angle) Dr
for 20' Angle 1" 8"
for 25' Angle 1" 1018'
BRACKET DETAIL
LL
FEDAID: STPUL-1276(004)
HPP-1276(005)
CALL 48 HOURS
N BEFORE YOU DIG
1-800-424-5555
SECTION D—D
h
Wedge Plate
Typ 5'1
78" dia. A325-SC, type 1,
with heavy hex nut. 1 std.
washer & 11,4' dia. x 5"
(ASTM A53) pipe separator
Web
Cut line
W.P.
Plate 1"x20"xl'-O" —
1,2'x13"2"X1'-7" stiffener plate
w/ 11/2"x11/2" clip (2 per bracket)
5,16
Typ./ 5,
16
Back of Channels J
Plate 1";xl51,z'x1'-0"
3-8
/
9.
See bracket detail
as shown
in plan view 1% V 3 - 8
E4]
for 35' Angle
h�
"16
�TYP•
5�16
W.P.
E�
BRACKET DETAIL (350ANGLE)
SEMPORARYPRE RETAINING
PREFERENCE WALLS: CONTRACTOR TMA/ 6-24 mL•LV
�i Ber erABAM °`=°"`TJH
333019th nueSouth,Suite300 < HANSON RECORD DRAWINGS 7/31/2014 °� �TJ
Federal Way, Washington 98003-2600 ®Co Copyright Hanson Professional Services Inc. 2011 JeC
(206) 431-2300 Fax: (206) 431-2250 Prr'e N0. REVISION BY DATE APPR PwMnF
PZ 40
0
W.P. = F.F. of PZ 40
at ground anchor elev.
shown on plans M
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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 1 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 1 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 REOUIRED ANCHOR PLATE
THICKNESS AND SIZE WITH GROUND ANCHOR
REPRESENTATIVE.
4. CANTILEVER PORTION OF WALER TO HAVE 114
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 IN 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 BE 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
be located away from pile knuckles and
shall remove only limited portions of
sheeting web material.
5718
5114,
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v+ 11,16
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SECTION E—E W18x130 (CUT)
AS SHOWN orzizo * N_Q`i1=i�ss1
°111 DATUM
R-3693190
CITY OF STRANDER BOULEVARD EXTENSION 6/24/13
FN RENTON PHASE 1, SEGMENT 2A r.D
Public Works Deportment
Approved For Construction BNSF BRIDGE NO. 11.07 L.S. 0051 RA-4rJ
Robert M. Hanson P.E. Date WALER DETAILS (NORTH & SOUTH TEMPORARY WALLS ONLY)"""zo1 ""23