HomeMy WebLinkAboutCaisson Drilling, Excavation Shoring, Tieback Anchors (7)SHOTCRETE FACING
- J STEEL MESH REINFORCING
VERTICAL BARS-------
---DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT LOCATED BEYOND, IF NEEDED
S.Q.D. BAR MFG, NUT-----_ WALERS BEHIND PLATE
THICKEN SHOTCRETE
TO MATCH PLATE ANGLE-
SEE nFT'All r.-R /R
STEE
SHOTCRETE
VARIES
SOIL NAIL
SEE SCHEDULE
FOR SIZE AND TYPE
�0����i CENTRALIZERS, TYPICAL
VARIES
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! ' 5.25" GROUT COLUMN
BOTTOM OF EXCAVATION �; 6. wrrw r-\ P PO PAP IN PP-I\ITPP
A
-
3
,18
-J[IZ FULL ir
LENGTH EXTEND 110"
BELOW BOTTOM OF EXCAVATION
SECTION SOIL NAIL EXCAVATION
7" SHOTCRETE FACING
VERTICAL BARS - (2) #5 BAR
3'-0" LENGTH, MAX 0'-6" Oc------\l!
STD. BAR MFG. NUT
10" x 10"xl /2" -
A-36 STEEL PLATE
THICKEN SHOTCRETE
TO MATCH PLATE ANGLE
SHOTCRETE MIN
4-000 PSI
C
- F8_
SCALE 1/4" = 1' -O"
4x4--W4.OxW4.0 STEEL MESH REINFORCING
5.25" GROUT COLUMN
WITH #5 BAR IN CENTER
FULL LENGTH
—WALERS BEHIND PLATE - (2) #6 BAR CONTINUOUS, MAX 0'-6" OC
VARIES (SEE SCHEDULE)
SOIL NAIL
SEE SCHEDULE
FOR SIZE AND TYPE
&M
SCALE 3/4" = 1' -0"
C
F__
cr_
L.L
c
X
STEEL PL
5.25" DIA. GROUT
COLUMN 2'•0" ON CENTER
WITH #5 GR. 60 BAR IN
CENTER, LOCATED BEYOND
cr_l
0
x
5.25" GROUT COLUMN
WITH #5 GR. 60 BAR IN CENTER
FULL LENGTH EXTEND l'-O"
BELOW BOTTOM OF EXCAVATION
MAX 8'-0" HORIZONTAL SPACING
1'-6" WIDE, IF NEEDED
ERTICAL BARS
INUOUS WALERS IN FRONT OF PLATE
- MESH REINFORCING
OVERLAP MIN. 0' - -8"
CONTINUOUS WALERS SPLICE IN
CENTER OF ROWS
PROVIDE 2-6" OVERLAP
MUM 5.25" DIA.
D
a
CONTINUOUS THREAD STEEL REBAR
#5 GR. 60, FULL LENGTH
U.N.0, ON ELEV. VIEW
MINIMUM 5000 PSI GROUT
DETAIL TOP VIEW
GROUT COLUMN
NOT TO SCALE
NOT VALID WITHOUT DATE
& ORIGINAL SIGNATURE I
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