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FIELD TRIM STEEL PILE
AT TOP OF WALL
FINISH COAT EXPOSED
AREAS OF STEEL PILE
EXTRA SLOPED REBAR
AT TOP OF WALL SEE
EXTRA REBAR DETAIL
,\ _RRE�M�O�VNE EXPOS
NG
ExCAVATEO SOIL
FOR LAGGING —
STEEL PILE
BORED HOLE --♦
TOP OF WALL EL VARIES
SEE ELEVATIONS
JA
TYP WALER TO
3/8 STEEL PILE
TYP PIPE BRACE
i4 TO WALER
T
i-2*\-UPPER PIPE BRACE
T � A L_
* 4
MIN SHAFT DIA
TIMBER LAGGING
Flu. w/caNCRETE TO
TOP OF FLANGE
SLOPE TO DRAIN, TYP
LOWER PIPE
BRACE
CONCRETE FACING
3" SCH 40 WEEP HOLE Q
BOT OF FACING
SECTION A
TYPICAL SOLDIER PILE SECTION S�
SCALE: 3/4"=1'-D'
PILE CENTERED IN HOLE,
SEE PILE SCHEDULE FOR
REQ'O SECTION
v
A
PILE CENTERED IN HOLE,
SEE PILE SCHEDULE FOR
REQ'0 SECTION -�
Ui CD #5@ 12
HORZ
U_
LEAN CONCRETE
SHAFT BACKFILL
FILL VOIDS BEHIND
LAGGING W/SAND -
TIMBER LAGGING
(TREATED)
- PREFABRICATED
DRAINAGE MAT
4 4 a d-j
4 d Qa
7/8x6 HEADED STUD #6012
0 12" VERT SPACING, #5012 HORZ
TYP VERT
rig
SECTION B
TYPICAL SOLDIER PLE SECTION S�
EAST AND WEST SIDE WALLS
SCALE: 3/4'=1'-0'
LEAN CONCRETE
SHAFT BACKFILL
15024
VERT
f
a°
#6012
#�12 HORZ
VERT 7/8x8 HEADED STUD
® 12" VERT SPACING,
TYP
FILL VOIDS BEHIND
LAGGING W/SAND
TIMBER LAGGING (TREATED)
— PREFABRICATED
DRAINAGE MAT
SECTION
rc
TYPICAL SOLDIER PILE SECTION S1
END WALL
SCALE: 3/4"=1'-D"
a 100% SUBMITTAL
NO. REVISION
2" MINIMUM BEARING
WIDTH FOR LAGGING
TO STEEL
— REMOVED PILE
CONCRETE FOR
LAGGING
WEB TO
FLANGE 3/g
FLANGE TO
>,,l
FLANGE
a°
CONTINUOUS 1 /4- BENT PL
TO SUPPORT LAGGING
SHOP WELD TO STEEL PILE
- CONCRETE FACING
LAGGING
SCAM
AS SHOWN
oNe ria+
Az
IFw owe ram
St" A00WM 0LY
)US 1/4" BENT PL
ORT LAGGING,
ID TO STEEL PILE
D ETAI L 2
CORNER S �
SCALE: 3/4'=1'-D"
1
3/4'=1'-O" 6R5
Scale
DATUM
0 1 2
3
iiia
Feet
O) TY OF
R EN TON
Planning/Building/Public Works Dept,
W12 OR W18
WALERS
LAGG NG
PAP,
vQ L&IIIINCI. i.
DETAIL �
CORNER S1
SCALE: 3/4"=1'-0"
GENERAL NOTES
1. ALL PILES, WALERS AND BRACES EXCEPT TEMPORARY
BRACING NOT REMAINING AND CROSS BRACING SHALL BE
PAINTED. ALL STEEL SHALL BE SHOP PRIME COATED. PILES
SHALL BE PRIME COATED ONLY EXCEPT EXPOSED AREAS IN
THE FINAL CONFIGURATION SHALL ALSO RECEIVE 2ND AND
3R0 COATS. WALERS AND PIPE BRACES SHALL RECEIVE
PRIME, 2ND AND 3RD COATS. AREAS OF WALERS WHICH WILL
BE EMBEDDED IN THE CONCRETE FACIA SHALL RECEIVE FINAL
PAINTING PRIOR TO FACIA PLACEMENT.
2. TIMBER LAGGING SHALL BE TREATED, HEM -FIR #1. LAGGING
FOR END WALL SHALL BE 6X MEMBERS, LAGGING FOR SIDE
WALLS SHALL BE 4X MEMBERS.
3. HEADED STUDS SHALL BE NELSON 53L SHEAR CONNECTORS
OR EQUAL. STUDS SHALL BE WELDED TO PILES USING STUD
MANUFACATURERS WELDING TOOL TO PROVIDE FULL CAPACITY
OF STUD.
CONSTRUCTION NOTES
O1 CONTRACTOR FIELD VERITY LOCATION OF EXISTING CULVERT
TO AVOID INTERFERENCE WITH PILES 4 AND 10.
O2 TOP ELEVATION OF PILE IS FOR TEMPORARY CONDITION FOR
LAGGING AND TEMPORARY STRUCTURAL STABILITY.
3O TEMPORARY BRACE SHALL REMAIN IN PLACE UNTIL CONCRETE
FACING IS PLACED AND ACHIEVED STRENGTH OF 3000 PSI.
O CONTRACTOR MAY WELD A PLATE IN THE LOWER WALER OVER
THE EXISTING CULVERT TO "SHOOT" SHOTCRETE AGAINST AS
NECESSARY TO ACHIEVE CONSOLIDATION IN THIS AREA,
15 INSTALL W5 TEMPORARY BRACE ANO TOP WALER PRIOR TO
EXCAVATING BELOW EL 155.
O6 INSTALL BOTTOM WALER PRIOR TO EXCAVATING BELOW EL
147.
O7 INSTALL CROSS BRACING AS EXCAVATION PROCEEDS.
EXCAVATE A MAXIMUM OF 2' BELOW BOTTOM OF INDIVIDUAL
CROSS BRACING MEMBERS BEFORE INSTALLING THE CROSS
BRACING.
OB CROSS BRACING ELEVATION INDICATES IN'fERSECiION OF PILE
CENTERLINE AND CROSS BRACING CENTERLINE
O9 INSTALL WEEP HOLE PIPE BY CAREFULLY CUTTING THROUGH
DIMPLED BACKING BUT NOT CUTTING FILTER FABRIC MATERIAL.
INSTALL WEEP HOLE PIPE THROUGH CUT HOLE AND SEAL
HOLE WITH DUCT TAPE TO PREVENT INTRUSION OF CONCRETE
CARR ROAD - PANTHER CREEK 8/19/08
EMERGENCY CULVERT REPAIR PROJECT
STRUCTURAL DETAILS 52
7 =8
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