APPROVED PLN BLD ENG RESUB1 BLD2021-1023+Building_or_Construction_Plan+10.15.2021_10.44.22_AM+2465498TARC U ENO
SLOPE STABILIZATION
841 ELM WAY
EDMONDS, WA 98020
OWNER
JOETARQUENO
841 ELM WAY
EDMONDS, WA 98020
708.439.4997
CONSULTANTS
STRUCTURAL ENGINEER
CG ENGINEERING
250 4TH AVE S, SUITE 200
EDMONDS, WA 98020
425.778.8500 FAX 778.5536
CONTACT: DENNIS TITUS, PE, SE
GEOTECHNICAL ENGINEER
NELSON GEOTECHNICAL
17311 135TH AVE NE. SUITE A-500
WOODINVILLE, WA 98072
435.486.1669
CONTACT: KHAL SHAWISH, PE
LEGAL DESCRIPTION
SEC 25 TWP 27 RGE 03RT-61A) BAAP ON N LN OF NE1/4 SW1/4 30 FT WLY FR NE COR NE1/4 SW1/4
TH CONT ALGSD N LN N88*18 30W 179.2FT TH S33*18 30E 119.69 FT TAP ON NLY MGN OF ELM WAY
TH N56*41 30E ALG SD N MG OFELM WAY 135 FT TH N01*05 OOE 20.62 FT TOPOB.
PARCEL NUMBER
27032500300100
PROPERTY INFORMATION
PROPOSED BUILDING FOOTPRINT = NOT TO CHANGE
TOTAL IMPERVIOUS SURFACE = NOT TO CHANGE
SCOPE OF WORK
REPLACE EXIST FAILING TIMBER RETAINING WALL WITH CONCRETE RETAINING WALL.
TEMPORARY EROSION CONTROL NOTES
1. TEMPORARY EROSION CONTROL SHALL BE INSTALLED PER THE GEOTECHNICAL
REPORT. REFER TO NELSON GEOTECHNICAL REPORT DATED 10/01/20.
2. EROSION CONTROL MATTING SHALL BE INSTALLED ON THE GROUND SURFACE
PRIOR TO PLANTING.
SPECIAL INSPECTIONS REQUIRED
Geo Tech Engineer:
1) Shoring
2) excavation and fill
Engineer:
3) Concrete Test
4) Concrete Placement
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
City Of Edmonds
Building Department
Work RETAINING WALL
-----------------------------
------------------------------
Address 841 ELM WAY
Owner TARQUENO
Approved Date 10/20/2021
Building Official:.__ l/�/ � �aIL
Permit Number; BLD2021-1023
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VICINITY MAP
NTS = PROJECT SITE
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VOL. 18, PG. 42,
15' UTILITY EASEMENT PER PLAT OF SEA VISTA / I
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--�-----------------
FOUND REBAR & CAP OUTLET FOOTING DRAIN ON 3' N 88° 16'20" W 179. ' — - - — - -
IS 10219" 0.2'(S) CX, D,, WIDE x 5' LONG QUARRY SPALL 77 -----------
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91925 SQ. FT.
�o HOUSE #841
TPN 27032500300200100,
PROPOSED LANDSCAPING
WALLS, TYP
REPLACE FAILING TIMBER / /�� /
RETAINING WALL WITH
CONCRETE RETAINING / � / Q /
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NEIGHBORING CMU
FENCE, PROTECT DURIGN r� �\� /�01 I I� A�1
CONSTRUCTION 1. LV�V��V Ole 0
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APPROVED BY PLANNING
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SITE PLAN
SCALE: 1" = 10'
CONC.
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CONTINUE RETAINING WALL
TO EXISTING BLOCK WALL /
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PASSES R.O.W. LINE /
0.8'(W) OF CORNER
FOUND REBAR �0 '
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CB RIM=313.32
IE 6" PVC(N)=309.92 ��----��
IE 18" PVC(E)=309.82 /
IE 8" PVC(S)=309.82
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ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
09117121
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JOB NO: 211 1 7.1 0
DATE: 06/ 1 1 /21
RES U B
Oct 15 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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ENGINEERING DIVISION SHEET:
APPROVED.
'11�aAt 10/15/2021
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE somi
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
STRUCTURAL NOTES
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(THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)
CODE
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS
WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION.
STATEMENT OF SPECIAL INSPECTIONS
SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SUBMIT A
WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF
WORK IN ACCORDANCE WITH SECTION 1704.4 OF THE IBC.
FREQUENCY AND DISTRIBUTION OF REPORTS - INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY
SPECIAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS
SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER AND BUILDING OFFICIAL.
SPECIAL INSPECTION
OPERATION
CONT
PERIODIC
REMARKS
SOILS
SHORING
X
GEOTECH ENGINEER
EXCAVATION & FILL
X
GEOTECH ENGINEER
CONCRETE
CONCRETE TEST SPECIMENS
X
CONCRETE PLACEMENT
X
NOTE:
ALL ITEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17. SPECIAL
INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE
ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL
RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT
TO THE ATTENTION OF THE DESIGN TEAM.
FOUNDATIONS: SPREAD FOOTINGS
SOILS REPORT: REPORT NO:
PREPARED BY: NELSON GEOTECHNICAL
DATED:
ALLOWABLE SOIL PRESSURE: 3000 PSF
LATERAL EARTH PRESSURE:
UNRESTRAINED:
PASSIVE:
COEFFICIENT OF FRICTION
40 PCF + ANY APPLICABLE SURCHARGE
200 PCF
0.36
FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12" OF COMPACTED STRUCTURAL FILL AS REQUIRED AND
AT LEAST 18" BELOW ADJACENT EXTERIOR GRADE. ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS
REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY. ACTUAL FOOTING ELEVATIONS ARE SUBJECT TO SITE
CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BELOW
COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE.
IMPORTED STRUCTURAL FILL AND BACKFILL MATERIAL SHOULD CONSIST OF CLEAN, WELL GRADED GRANULAR
MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCHES AND NO MORE
THAN 10% FINES (PASSING THE #200 SIEVE).
FILL AND BACKFILL MATERIAL SHOULD BE PLACED IN LEVEL LIFTS NOT EXCEEDING TWELVE (12") INCHES IN LOOSE
THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM
TEST METHOD D1557.
BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE
DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER
ARCHITECTURAL SPECIFICATIONS.
EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER
IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL
ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH CHAPTER 26 OF
ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS
(ACI 301).
ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 150 POUNDS
PER CUBIC FOOT.
CONCRETE STRENGTHS AT 28 DAYS (fc) AND MIX CRITERIA SHALL BE AS FOLLOWS:
MAXIMUM
MIN CEMENT
TYPE OF CONSTRUCTION
f'c*
WATER/CEMENT
CONTENT PER CUBIC
MAXIMUM
SHRINKAGE STRAIN
RATIO
YARD
SLABS ON GRADE
3000 PSI
0.55
5 1/2 SACK
N/A
FOOTINGS
3000 PSI
0.55
5 1/2 SACK
N/A
WALLS
3000 PSI
0.55
5 1/2 SACK
N/A
THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS
SUBMITTED TO THE ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING
ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE
AGGREGATE, WATER, AND ADMIXTURES AS WELL AS THE WATER -CEMENT RATIO, SLUMP, CONCRETE YIELD, AND
SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH CHAPTER 26 OF ACI 318.
ALL CONCRETE EXPOSED TO WEATHER OR TO FREEZING TEMPERATURES SHALL BE AIR -ENTRAINED IN ACCORDANCE
WITH ACI 318 TABLE 19.3.3.1 FOR MODERATE EXPOSURE CLASS F1.
REINFORCING STEEL
REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A615, AND SHALL BE GRADE 60 (Fy
= 60,000 PSI), UNLESS NOTED OTHERWISE. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED
SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615 MAY BE WELDED IF MATERIAL
PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE
SUBMITTED.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE WELDED WIRE FABRIC IN SHEETS NOT ROLLS. LAP
WELDED WIRE FABRIC 12" AT SIDES AND ENDS.
REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH ACI SP-66 AND ACI
318, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS
SHALL BE PER SCHEDULE.
MECHANICAL SPLICING OF REINFORCING BARS, WHERE INDICATED ON THE DRAWINGS, SHALL BE BY AN ICBO
APPROVED SYSTEM, SHALL DEVELOP 125% OF THE SPECIFIED YIELD STRENGTH OF THE BAR, AND SHALL BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
REINFORCING SHALL BE PLACED AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET -SETTING
EMBEDDED ITEMS IS NOT ALLOWED WITHOUT PRIOR ENGINEER APPROVAL. BARS PARTIALLY EMBEDDED IN
HARDENED CONCRETE SHALL NOT BE FIELD BENT UNLESS SO DETAILED OR APPROVED BY THE STRUCTURAL
ENGINEER. REFER TO CHAPTER 25 OF ACI 318 FOR OTHER REINFORCING STEEL REQUIREMENTS.
MINIMUM LAPS AND EMBEDMENT
UNLESS OTHERWISE NOTED, REINFORCING SPLICE LENGTHS AND DEVELOPMENT LENGTHS SHALL BE AS TABULATED
BELOW:
f c = 3000 PSI
DEVELOPMENT LENGTH
LAP SPLICE
BAR
TENSION
COMPRESSION
TENSION
COMPRESSION
SIZE
TOP BARS
OTHER BARS
ALL BARS
TOP BARS
OTHER BARS
ALL BARS
#3
22
17
9
28
22
12
#4
29
22
11
37
29
15
#5
36
28
14
47
36
19
#6
43
33
17
56
43
23
#7
63
48
20
81
63
27
#8
72
55
22
93
72
30
NOTE:
1. ALL LENGTHS ARE IN INCHES.
2. ALL LAP SPLICES ARE CLASS B.
3. "TOP BARS" ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF
CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
CONCRETE COVER ON REINFORCING
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"
CONCRETE EXPOSED TO EARTH AND WEATHER:
#6 BARS AND LARGER
2"
#5 BARS AND SMALLER
1 1/2"
CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
SLABS, WALLS AND JOISTS
3/4"
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS
1 1/2"
EXISTING BUILDING
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING
DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE
REDESIGN.
CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS
PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH.
GENERAL
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, ELECTRICAL, AND
MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT BEFORE PROCEEDING.
CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION
OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL
ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS
ONLY WILL NOT SATISFY THIS REQUIREMENT.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
ENGINEER.
LEGEND
DEFINITION
SYMBOL
DEFINITION
SYMBOL
DIRECTION OF
FRAMING
NATIVE SOIL
GRANULAR FILL
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— — — — —
EXTENT OF
FRAMING
COLUMNS
COLUMN BEARING
ON BEAM
BEAM CONTINUOUS
OVER SUPPORT
CONCRETE WALL
STRUCTURAL STEEL
RATED SHEATHING
SHEAR WALL
(SEE SCHEDULE)
P
SWX
ell
�
COLUMN MARK
(SEE SCHEDULE)
BEARING STUD
WALL
FOOTING MARK
(SEE SCHEDULE)
O
NON -BEARING
STUD WALL
HOLDOWN MARK
(SEE SCHEDULE)
BEARING STUD
SHEAR WALL
NON -BEARING
STUD SHEAR WALL
HANGER MARK
(SEE SCHEDULE)
FLAG NOTE
(SEE PLAN NOTES)
O
CMU WALL
STEEL MOMENT
FRAME CONN.
�V
SILT FENCE
X X
ABBREVIATIONS
(A)
ABOVE
GLB
GLUE -LAMINATED BEAM
AB
ANCHOR BOLT
ALTERNATE
HORIZ
KID
HORIZONTAL
KING POST
ALT
ARCH
ARCHITECT
KSI
KIPS PER SQUARE INCH
ANGLE
(B)
BELOW
L
BD
BAR DIAMETER
MECH
MECHANICAL
BLKG
BLOCKING
MF
MOMENT FRAME
BM
BEAM
MTL
METAL
BOT
BOTTOM
INS
NEAR SIDE
BRNG
BEARING
OC
ON CENTER
BTWN
BETWEEN
OPP
OPPOSITE
CJP
COMPLETE JOINT PENETRATION
PL
PLATE
CLR
CLEAR
PLCS
PLACES
CMU
CONCRETE MASONRY UNIT
PSI
POUNDS PER SQUARE INCH
COL
COLUMN
PSF
POUNDS PER SQUARE FOOT
POST TENSIONED
PRESSURE TREATED
CONIC
CONCRETE
P/T
CONN
CONNECTION
PT
CONT
CONTINUOUS
REINF
REINFORCING
REQUIRED
COORD
COORDINATE
REQ'D
DBL
DIET
DOUBLE
DETAIL
SCHED
SCHEDULE
SIMILAR
SIM
DIA
DIAMETER
SOG
SLAB ON GRADE
DIM
DIMENSION
STD
STANDARD
DIR
DIRECTION
EACH
STIFF
STIFFENER
EA
STL
STEEL
ELEV
ELEVATION
SYMM
SYMMETRICAL
SHEARWALL
ES
EACH SIDE
SW
EX
EXISTING
TOC
TOP OF CONCRETE
TOP OF STEEL
EXP
EXPANSION
TOS
FLR
FLOOR
TOW
TOP OF WALL
FDN
FOUNDATION
TYP
TYPICAL
FTG
FOOTING
FAR SIDE
LINO
UNLESS NOTED OTHERWISE
FS
VERT
VERTICAL
GC
GENERAL CONTRACTOR
WF
WIDE FLANGE
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
09/17/21
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CHECK: DMT
JOB NO: 21117.10
DATE: 06/ 1 1 /21
RESUB
Oct 15 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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TEMPORARY EXCAVATION PLAN
SCALE: 1" = 10'
10
0 5 10
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ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
310.................I......................................... 310
EXIST TIMBER WALL �� i M
305 7b BE REPLACED . I. .i/. . 305oF WASH j?�
EXIST CMU
FENCE
300 ----�� . 300 �'ss'�RaL �lrti
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SECTION
L SCALE: 1" = 10'
5
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320 ...........
EXISTING
GARAGE
I
315 . . . . . . . . . .
EXIST GRADE
310 .................I........ .
EXIST TIMBER WALL
TO BE REPLACED
EXIST CMU
FENCE
0 2.5 5
320
. . . . . . . . . . .+ 315
. . . . . . . . . . .+ 310
�305
305 - - - - - - - - . Q � EXIST BLDG PILES
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SCALE: 1" = 10'
5
T-
320 ...........
EXISTING
GARAGE
I
315 . . . . . .
EXIST TIMBER WALL EXIST GRADE
TO BE REPLACED
EXIST CMU I
310 . . . . . . .FENCE .
0 2.5 5
320
. . . . . . . . . . .+ 315
. . . . . . . . . . .+ 310
ti� �OQ
305 . . . . . . . . . . . . . 305
EXIST BLDG PILES
300 . .. . . . . . . . . . . . . . . ......... 300
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SECTION
4 SCALE: 1" = 10'
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JOB NO: 21117.10
DATE: 06/ 1 1 /21
RES U B
Oct 15 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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I TOW = 310.33
BOW = 308.0 TOW - 310.33 (�
FOUNDATION BOW = 309.16 CONC v O I
PER SCHEDULE - 31 .33 \ STEPS
TOW = 310.33 I ( L
44%
6 1 1 309.16 �� 310.33 ---
S3.1 1 L-- � _ ------------ ---� _= -- -- - - - ---3
EXIST BLOCK WALL
_ 4' 1 C_ TO REMAIN
-- _----
� \ E--------- f TOW - 308.0 J 308.0-------Z-------�
- - - -1 TOW = 30 5 I I
L
I 99 TOW = 310.5 I PA CR WA L
LSD e Sl) SD SD- SD- \ SID SD D SD SDSD \)SD SD -SD110
S�D�ZS� BOW = 310.0
4 n
TOW = 310.5 5 TYP \ \
- O
NEW CO Co BL Ck W BOW =304.0 <S:.1 O OZ
TOW = 304.0 LANDSCAPING LANDSCAPING
BOW = 300.0 TOW = 3016.0 TOW = 308.5\ STEP STEP
BOW = 301.0 BOW = 302.0 TOW = 309.5
BOW = 303.0
i
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-------------
-----------
RETAINING WALL PLAN
SCALE: 1" = 10'
10
315 ................. 315
PLANTER STEPS
PLANTER ELEVATION
CONC WALL PER PLAN 310.5
310 . . . . . . . . . . . . . . . . . . 3Q9,5. \ . . . . . . . . f.--.--.--------------------------.--.-.-.- 310
EXIST INTERIOR 308.5
----- -----
GRADE NOT TO 1
CHANGE - - - - - - - - - - - - r---J
I
306.0 I
305------------30410. ... .............I.l.............................................. ..... I 305
2
II J
r11,---------------J
300--- - - - - -- ......------' -----......................................................... .. 300
L----------J
EXIST EXTERIOR
GRADE NOT TO
CHANGE
295 295
PROFILE
SCALE: 1" = 10'
10
0 5 10
0 5 10
20
1
310 .......................................................... 310
PROPOSED CONC EXIST GRADE
NOT TO CHANGE
RETAINING WALL
305 . . . . . . . . . . . . . . 305
EXIST CMU
FENCE
iI r
300 .......................................... 300
ERE
a
I
295 ....................................................... 295
SECTION pi I I m
3 SCALE: 1" = 10'
5 0 2.5 5 10
T-
320 ........................ 320
I EXISTING
GARAGE
315 . . . . . . . . . . . . . . 315
PROPOSED CONC LANDSCAPING `
RETAINING WALL WALL - -
EXIST GRADE I II I I i I i
310 . . . . . . . . . . . . . . . . . �. .PROPOSED ��: . . . . . . . . . . . . . 310
GRADE
EXIST CMU
FENCEEXIST BLDG PILES
300.......................................................... 300
295 ........................................... 295
;1 SECTION
SCALE: 1" = 10'
5 0 2.5 5 10
320 320
EXISTING
I GARAGE
315 . . . . . PROPOSED-CONC . . . . 315
RETAINING WALL
EXIST GRADE
PROPOSED----
GRADE 1 -I i II I II
EXIST CMU
310 . . . . . . .FENCE . . . . . . . . . . . . . . . . . . . . . . . . . . 310
305 305
a �
EXIST BLDG PILES
300--------------....................................... 300
U
295 . . . . . . . . . . . . . . . . 295
SECTION
SCALE: 1" = 10'
5 0 2.5 5 10
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ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
09117121 1
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DESIGN: ZSH
DRAWN: JEG
CHECK: DMT
JOB NO: 21117.10
DATE: 06/ 1 1 /21
RES U B
Oct 15 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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"All
CORNER BARS x Q
"A" ,, MAY BE SUBSTITUTED FOR ALL
90° HOOKED BARS
STD 90° HOOK
TYP UNO
UNO, VERT CORNER BARS SHALL BE
SAME SIZE TABULATED FOR MIN
WALL REINF FOR THICKER WALL
"A" = SPLICE LENGTH
SEE NOTES, DETAILS, OR PLANS FOR Q
(1) #6 VERT REQ'D REINF. ALL BARS TO BE CONT
OR SPLICED PER STRUCTURAL NOTES
STD 180° HOOK
HORIZ CORNER BARS OF SIZE
AND SPACING TO MATCH
(2) #6 VERT REINF OF THINNER WALL
C
PLACE VERT REINF OUTSIDE EXCEPT
AS OTHERWISE NOTED OR SHOWN
TYPICAL CONCRETE WALL REINFORCING DETAIL
SCALE: NTS
PIPE
TRENCH EXCAVATION
PARALLEL TO FTG
SLEEVES TO CLEAR
PIPE 1" ALL SIDES
TOF
BOF
o x
in 2
LOWER BOF
AS REQ'D
PIPE TRENCH EXCAVATION PARALLEL
TO FOOTING IS NOT ALLOWED
BELOW THIS LINE. STEP FTG AS
REQUIRED FOR THIS CONDITION
Irr
VO PIPES ALLOWED IN
THIS REGION. LOWER
=TGS AS REQ'D
TYPICAL PIPE PENETRATION AT WALLS AND FOOTINGS
SCALE: 1/2" = V-0"
Y
RETAINING WALL SCHEDULE
WALL GEOMETRY
WALL REINFORCING
MAX
"H"
"D"
"B"
"t"
"K"
'IS" BARS
'IF" BARS
3'-0"
0'-10"
1'-10"
8"
6"
#4 @ 10"
#4 @ 10"
4'-0"
0'-10"
2'-10"
8"
6"
#4 @ 10"
#4 @ 10"
5-0"
0'-10"
3'-3"
8"
12"
#4 @ 10"
#4 @ 10"
6-0"
0'-10"
4'-3"
8"
12"
#4 @ 10"
#4 @ 10"
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(2) #4 BAR
#4 @ 12" OC
CONT HORIZ
"S" BARS
FOOTING DRAIN
PER DETAIL 3
CONIC SLAB
"S" BARS
STD
#4 @ 16" OC
RETAINING WALL DETAIL
SCALE: 3/4" = V-0"
FINISHED GRADE
PER PLAN
18" TOP SOIL
GEOFOAM BACKFILL
FILTER FABRIC
"F" BARS
#4 @ 12" OC
SHEAR KEY
PER SCHED
(V U
9 C Li I AD CDI 1r'C
kRS TO MATCH
DOTING
A REINF
JRBED EARTH OR
-TED FILL PER
URAL NOTES
T = FTG THICKNESS PER PLAN,
SCHED, AND DETAILS
TYPICAL STEPPED WALL FOOTING
SCALE: 1/2" = V-0"
2'
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(2) #5 BARS
#5 @ 15" OC OR #4
@ 10" OC HORIZ
"S" BARS
FOOTING DRAIN
PER DETAIL 3
FINISHED GRADE OR
PAVING PER ARCH
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RETAINING WALL SECTION
SCALE: 3/4" = V-0"
i[311
FINISHED GRADE
PER PLAN
18" TOP SOIL
GEOFOAM BACKFILL
FILTER FABRIC
4" 0 PERFORATED PVC PIPE PER
LOCAL CODES WITH 6" OF 1"
MINUS GRAVEL ALL AROUND,
WRAPPED IN NON -WOVEN
GEOTEXTILE FABRIC. SLOPE TO
DRAIN 1/8" PER V-0" MIN. TURN
DOWN PERFORATIONS AS SHOWN
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LINE OF MAX EXCAVATION.
IF SOIL IS OVER EXCAVATED,
REPLACE WITH LEAN MIX
CONCRETE. FIRM BEARING SOIL OR
COMPACTED
STRUCTURAL FILL
TYPICAL FOOTING DRAIN
SCALE: 1" = V-0"
RETAINING WALL SCHEDULE
WALL REINFORCING
MAX
"T"
"B"
"t"
"D"
"S" BARS
"F" BARS
"H"
4'-0"
0'-9"
1'-0"
8"
12"
#4 @ 9"
#5 @ 14"
6-0"
1'-0"
1'-10"
8"
12"
#4 @ 9"
#5 @ 14"
8'-0"
V-0"
3'-1"
8"
12"
#5 @ 12" EDGE
#5 @ 12"
NOTES:
1. FOUNDATION SHALL BEAR ON UNDISTURBED NATIVE SOIL PER GEOTECHNICAL
REPORT.
2. NOTE THAT THE 4' AND 6' TALL RETAINING WALLS HAVE REINFORCEMENT
CENTERED IN WALL. ALTERNATE HOOK DIRECTION INTO FOOTING EVERY
OTHER BAR.
3. REFER TO PLAN FOR ADDITIONAL REINF REQ'D AT WALLS SUPPORTING PT
SLAB.
C3�J
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
09/17/21
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DESIGN:
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DRAWN:
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CHECK:
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JOB NO: 21117.10
DATE:
06/ 1 1 /21
RESUB
Oct 15 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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