REVISED Updated Retaining wall 8-17-20Ai
RETAINING
WALL SCHEDULE
WALL GEOMETRY
WALL REINFORCING
MAX"T"
"B"
"" t
I'D"
'IS" BARS
'IF" BARS
4'-0"
0'-8"
1'-0"
8"
12"
#5 @ 15" rL
#5 @ 15"
6'-0"
1'-6"
1'-6"
8"
12"
#5 @ 15" rL
#5 @ 15"
9'-0"
3'-3"
1'-6"
8"
12"
#5 @ 7" EXT FACE
#5 @ 7"
NOTES:
1. FOUNDATION SHALL BEAR ON UNDISTURBED NATIVE SOIL OR COMPACTED FILL.
2. NOTE THAT THE RETAINING WALLS LESS THAN 6-0" TALL HAVE REINFORCEMENT
CENTERED IN THE WALL. ALTERNATE HOOK DIRECTION INTO FOOTING EVERY
OTHER BAR.
3. THE RETAINING WALLS OVER 6-0"
HAVE REINFORCEMENT IN EACH FACE AS
SHOWN.
FRAMING PER 5/S4.2
FINISHED
PEn—,
GRADE
(2) #5 BARS
MIRADRAIN
#5 @ 12" OC HORIZ EA
6000 TIGHT LINE
FACE FOR WALLS OVER
TO FOUNDATION
6'-0" (SINGLE LAYER #5
DRAIN
@ 15" OC FOR WALLS
1'-0"
• •
SHORTER THAN 6'
MIN
x
#5 @ 10" OC FOR
WALLS OVER 6-0" x
BACKFILL W/ FREE
1 1/2"
w
DR
CLR
"S" BARS x
DO NOT BACKFILL
UNTIL SLAB ON
Z
GRADE IS IN PLACE
1
0°000
FINISHED GRADE OR �
0 o
SLAB ON GRADE
"I'" BARS
0- o°o
BA KPFILL
X
REVISION
Aug 20 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Erit, Carte r
Sep 01 2020
APPROVED DATE
o
�o O
°�
oo° °
O O^oU
1�4
M.0
OF WASJ�,I T�rtil
O o 6 °0
FOOTING DRAIN —III—
PER TYP DETAIL
S" BARS
—
m
✓Y
"B"
"t"
"T„
#5 @ 18" OC
TOP & BOTTOM
r�jO
RETAINING
WALL SECTION
45901 1
�Sj AL
ONAL
SCALE: 1/2" = 1'-0"
08/ I1/ 2020
KENTNER RESIDENCE REMODEL
806 CARY RD
EDMONDS, WA 98020
DATE 08/17/2020
SHEET
PROJECT NO. 19387.10
ENGINEERING
SCALE 1/2-1'-0'
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 70
FAx (425) 778-55368-5536
TITLE
REVISED RETAINING WALL SECTION
REFER TO 1 1 S3.1, REV 1
DRAWN BY JCP
S S _ 1
CHECKED BY DMT
APPROVED BY DMT
NLUI JAIL: "/'I/— -ILL NAMt: JJ-I