APPROVED DEF SUB1 BLD2021-0742+RET WALL CLARIFICATION +3.30.2023_10.24.45_AM+3453109SLAB PEI
EMBE
FOOTING
WALL VERT
HEIGHT
BASE
TOE
WALL THK
HEEL
FOOTING REINF
THK
REINF
(ft)
(ft)
(ft)
(in)
(ft)
(in)
6
4.67
2
8
2
18
#5@12"O.C.
#5@9"O.C.
8
6.67
4
8
2
18
#5@6"O.C.
#5@9"O.C.
9
7.37
4.7
8
2
21
#6@6"O.C.
#5@8"O.C.
RETAINING WALL SCHEDULE
(NO SCALE)
NOTES:
1. ALL REINFORCING GRADE 60. 3" COVER FROM SOIL REQUIRED.
2. 5-1/2 SACK CONCRETE MIX (F'c = 2500 psi MIN).
3. SOIL BACK FILL IN FRONT AND BASE OF WALL MUST BE COMPACTED TO MINIMUM RELATIVE
COMPACTION OF 90% FOR FILL AND 95% FOR SLAB SUPPORT. MINIMUM RELATIVE COMPACTION IS
THE RATIO, EXPRESSED IN PERCENTAGES, OF THE COMPACTED DRY DENSITY TO THE MAXIMUM
DRY DENSITY, AS DETERMINED IN ACCORDANCE WITH ASTM TEST DESIGNATION D 1557-91.
(MODIFIED PROCTOR).
4. BACK FILL SHALL BE CLEAN SAND - NO ORGANIC MATERIAL
5. EQUIVALENT FLUID PRESS = 35 PCF.
6. SOIL BEARING CAPACITY = 2000 PSF.
7. SOIL PASSIVE PRESSURE = 300 PCF.
8. SEISMIC PRESSURE = 8 X HEIGHT OF WALL, PSF.
9. 100 PSF TRAFFIC SURCHARGE.
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
.,.,.,.,.,..,.,.,.,.,.,
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT!
THE ENTIRE WALL
(HEEL, TOE, ETC.)
SHALL BE LOCATED
ON PRIVATE
PROPERTY.
DEFERRED
SUBMITTAL
4/4/2023
CITY OF EDMONDS
DEVELOPMENT
BLD2021-0742 SERVICES DEPARTMENT
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PROJECT #
X4=2748
SHEET NO