APPROVED BLD RET WALL PLANS BLD2019-0026SPECIAL INSPECTIONS by 1
■
DRAINAGE FILL . GEOTECH ARE REQUIRED !
RUSHED ROCK ! FOR: 1
ONE) 1 SOILS, including Block Wall
construction and Drainage '
1
1
'C
D STONE
PAD
MRW MODULAR CONCRETE RETAINING WALL
N.T.S. MCRW
275
274
273-
272 ® — — —
270 — FILL SOIL LEVEL — — RETAINING WALL TOP -
269 ® — — —
268
267 ® FINISHED GRADE — — —
266—
/
265 S
264
263 CRUSHED STONE LEVELING PAD261
260
�
i'3.2 /
1 SITE RETAINING WALL 1 NORTH PROFILE ;2
� s
1/8" _ 1_0��
/ I
275
9
I I
II � II
274
273
272
271II
270 FILL SOIL LEVEL — — — — — — — — I TO
268 ®p kRETAININGLOP —26
267
266 Q FINISHED GRADE 1
264 6? —
7
263 J
— `
263 6? MR CRUSHED STONE LEVELING PAD
261 ® —
260 — — — — — — — — — — — — — —
SITE RETAINING WALL 2 - WEST PROFILE
270 — — — —
269 Q FILL SOIL LEVEL
268
267 Q
266
265 — — —
264 6
263
262
261
260 — — — —
259
258 Q
257
256 Q
255 — — — —
RETAINING WALL TOP
FINISHED GRADE
CRUSHED STONE LEVELING
SITE RETAINING WALL 3 - NORTH-EAST PROFILE
1/8" = V-0"
.,
! See also sheet 4/8
L.._._._._.♦._._._._._
.13
TOP-266
\TOE=262.5 /
� N
\ \ 264
L=177.46' TOP= 6
R=835.94' TOE=26
C. BEARING N 40*J2'06" W\
CORD 177.13' \ ��
\ 2
TOP=266\
TOE=264.6
SITE PLAN
NTS
GENERAL STRUCTURAL NOTES
CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or
other codes required by the governing jurisdiction.
PROTECTION Through maintenance and current best practices, provide a building envelope that will preserve
the integrity of the structure throughout it's lifetime.
INSPECTIONS Notify Building Department for inspections required by local jurisdiction.
SOILS Bearing capacity of soil shall be per DESIGN CRITERIA or greater. Footing shall bear on solid undisturbed
level soil devoid of any organic material and below indicated frost line.
COMPACTED FILL shall consist of predominately Well -Graded, granular soil, free of organic material and
debris. Fill should be placed in maximum 8" loose lifts and compacted to a minimum of 95 percent
of the maximum density at optimum moisture content determined by ASTM D-1557 test procedures.
BACICFILL shall be free draining and without organic material and debris from one of the following soil
classes SM-SC, SM, SP, SW, GC, GM, GP, and GW.
FOOTIM DRAINAGE Footing drainage per IBC section 1805.4.2 & IRC section R405.1.
MODULAR CONCRETE RETAE04G WALL Use the following modular block units and install per manufacturer's
recommendation:
Keystone Standard III 18" Block Units
]OBSITE SAFETY Sound Structural Solutions Inc has not been retained or compensated to provide design
and/or construction review services related to the contractor's safety precautions or to means, methods,
techniques, sequences or procedures for the contractor to perform their work. The undertaking of periodic site
visits by the ENGINEER shall not be construed as supervision of actual construction and not make him responsible
for providing a safe place for the performance of work by the contractor, subcontractors, suppliers or their
employees, or for access, visits, use work, travel, or occupancy by any person.
OWNERSMP OF DOCUMENTS These drawings and calculations are the intillectual property of Sound Structural
Solutions Inc. These drawings may not be used in whole or in part by any person without permission of Sound
Structural Solutions Inc.
MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall
provide temporary bracing as required until all permanent connections and stiffenings have been installed.
Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's recommendations.
DESIGN CRITERIA
Governing Code 15 IBC Risk Category E
Soil Data
ISeismic Surcharge 6
Passive Eart
H
Company: Earth Solutions NW LLC IReport #: ES-5839 I Date: 3/5/18
RETAINING WALL
c ; 0 3'-4' HIGH
WW
g a
0 0�
0
0
TOE=267 i
DO NOT SCALE - VERIFY ALL DIMENSIONS WITH CIVIL SHEETS PRIOR TO CONSTRUCTION
! Structural sheet Approved 1
1 By L. Bjorback 7/27/2020
I"—'—'—'—'—'—' 'City of Edmonds
Approved by Fire BLD2019-0026 ! Building Division 1
10/0612020 AFM ICFLtterer----------- J �. �. �. �. �. �.�.�■
SSS Number:
s1909026
Project Name:
546 Paradise Lane
Owner:
Michel Construction
Project Location:
546 Paradise Lane
Edmonds, WA 98020
Design Professional:
Michel Design
ORIGIN DATE; 10/17/2019
REVISED; 10/23/2019
Allowable Soil Bearing
RETAINING WALL
c ; 0 3'-4' HIGH
WW
g a
0 0�
0
0
TOE=267 i
DO NOT SCALE - VERIFY ALL DIMENSIONS WITH CIVIL SHEETS PRIOR TO CONSTRUCTION
! Structural sheet Approved 1
1 By L. Bjorback 7/27/2020
I"—'—'—'—'—'—' 'City of Edmonds
Approved by Fire BLD2019-0026 ! Building Division 1
10/0612020 AFM ICFLtterer----------- J �. �. �. �. �. �.�.�■
SSS Number:
s1909026
Project Name:
546 Paradise Lane
Owner:
Michel Construction
Project Location:
546 Paradise Lane
Edmonds, WA 98020
Design Professional:
Michel Design
ORIGIN DATE; 10/17/2019
REVISED; 10/23/2019
Allowable Soil Bearing
TOE=267 i
DO NOT SCALE - VERIFY ALL DIMENSIONS WITH CIVIL SHEETS PRIOR TO CONSTRUCTION
! Structural sheet Approved 1
1 By L. Bjorback 7/27/2020
I"—'—'—'—'—'—' 'City of Edmonds
Approved by Fire BLD2019-0026 ! Building Division 1
10/0612020 AFM ICFLtterer----------- J �. �. �. �. �. �.�.�■
SSS Number:
s1909026
Project Name:
546 Paradise Lane
Owner:
Michel Construction
Project Location:
546 Paradise Lane
Edmonds, WA 98020
Design Professional:
Michel Design
ORIGIN DATE; 10/17/2019
REVISED; 10/23/2019
Allowable Soil Bearing
2500
psf
Active Soil Pressure
35