APPROVED ENG BLD PLN RESUB 2 BLD2023-0084+Site_Plan+6.12.2023_12.30.35_PM+3603265PROJECT ADDRESS:
18303 84TH PL W
EDMONDS, WA 98026
OWNER:
MATTHEW & MORGAN MAJERUS
PRESSURE
TREATED TIMBER
WALLS, PAINTED
DARK GRAY, TYP.
REMOVE PORTION OF BLOCK
WALL INSIDE SUBJECT PROPERTY.
WORK TO BE PERFORMED BY
HAND AND WITHIN THE SUBJECT
PROPERTY ONLY.
6"
m
x
7
70)_-I
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00
PARCEL NUMBER:
00596000000800
LEGAL DESCRIPTION:
TER MAR BLK 000 D-00 - LOT 8
NEW 6'H PERIMETER FENCE
INSIDE SUBJECT PROPERTY,
/ \
TYP. SEE L-2.0EO
f / 1 "
+ + + + +� + + + $ + + + + + + + + + + - + -
5/8 CLEAN ^ + + + #� + + + + 1 + + + + + + + + + + +� + + q + - + - + -
GRAVEL, TYP. + + + + + + + + +1 + + + + + + 1 � + + + + + o
8'-0" 4'-0" 10' -6" + + + + + + + + + + + + + + + + �/ W I I I
T-8"
T-8" TW 25'
0
v IDTW-31" BW-31" _31"
4 -01.12'-4"
EXISTING WALKWAY -37
-5'
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+ - + - + - +
+ + + + +
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+ + \ + + + +
+�+_+=�+
+ + + + + + +
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+ + + + +
+ - + - + - + -
+ + + + + + + +
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+ + + +
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+ + + + + +
+ + + + + +
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TW-13"
'+ + +
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+
+ + + + + + + +
+ + + +
+ + + + + + +
+
+
+ + + + + + + +
+ +
+ + + + +
EXISTING SHRUBS
PT 769 ECO-TURF SEED
MIX WITH MICROCLOVER &
INSTALL ATMOSPHERIC-
-3,.
ADDITIONAL PT 313 SUPER
VACUUM BREAKER (AVB) AT
SHADE SUPPLEMENT
EXISTING HOSE BIB
(WATER SOURCE FOR POOL)
�
EXISTING
3g
CONCRETE
WALLS
EXISTING SHRUBS
W W W W TW-3"
WWWWWWWWWWWWWWWWWWWW�WWWWWWIW In
wWWW-.W.W.WWWW-.W.W.wWWW-.WI.W D
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W W� �•� W W . W . W . W W . W . W WIW . EXISTING DECK
WIW r W ABOVE
�W 1
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REMOVE
1 W W W W W PLANTERS &
. ' . INSTALL SOD
W_W WWWWWWWWWWWWWWWWWWW EXISTING
�r JIM1111r Wmmil1 AIIMW ROCKERY, TYP.
W W EXISTING LAWN W .
WWWWWWWWWWWWWWWWWWWWWWWW /
EXISTING SINGLE FAMILY
EXISTING PATIO
EXISTING PATIO
+2
w W W W W W W EXISTING SHRUBS
EXISTING SHRUBS
.. W . .. W 3a
W4-23" /
+� +43'f
TW+12" \ EXISTING /
\ CURB
I \\
25'-0" FRONT SETBACK
EXISTING DRIVEWAY
I PROPERTY LINE
SETBACK LINE
EXISTING GAS LINE
EXISTING WATER LINE
TYP. DRIP LINE
TYP. DIAMETER AT
BREAST HEIGHT (DBH)
TYP. CRITICAL
ROOT ZONE (CRZ)
TYP. EXISTING TREE SYMBOL
PROTECT ALL TREES TO REMAIN PER TREE PROTECTION DETAIL.
TOTAL OF (2) TREES REMOVED WILL BE REPLACED BY (6) NEW TREES,
REFER TO PLANTING PLAN ON L-3.0.
TREEINVENTORY
DBH
NOTE
1.
Acerpalmatum
13"
REMAIN
2.
Pseudotsuga menziesii
23"
REMAIN
3.
Pseudotsuga menziesii
6"
REMAIN
4.
Thuja plicata
17"
REMAIN
5.
Betula pendula
6"
REMAIN
6.
Pseudotsuga menziesii
20"
REMAIN
7.
Pseudotsuga menziesii
10"
REMAIN
8.
Acermacrophyllum
20"
REMAIN
9.
Ficus sp.
6"
REMOVE
10.
Acer circinatum
9"
(TOPPLED BY RECENT STORM
EVENT & REMOVED BY OWNER)
EXISTING SIDE SEWER
EXISTING CABLE
f0000
0000
0000
0000
f
0000 f
0
11" - 21" SHORT RETAINING WALL WITHIN
CRZ (38SF OF DISTURBANCE / 3% OF CRZ).
' EXCAVATE WITH HAND TOOLS ONLY
a
BW-14'
M-3„
TREE PROTECTION FENCE,
SEE DETAIL BELOW.
.. . . .� y. . . .y.y.y. T -3" /
............
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. . . . . . . . . . . . /
�..y.W.W.W.W.W.4......... \ / / /
\.'.'.'.'.'.'.'.'.'.'.'. . .
— 5'-0° . . I ... . ` . . . ALL EXISTING VEGETATION I \�
..../
....,. .C.,. _ ON STEEP SLOPE TO REMAIN
SOD LAWN -- — I
CORNERSTONE BLOCK .B - 4"
o WALL (FLAT FACE), TYP.' ' .
.[. T
i� SEE L-2.0�.'.'.'.'. I
Ny..W. .. .. .. .. .. . . . .. .. .
�'.'.'.'. .
20'-0" REAR SETBACK
s . . . ±. /
ALIGN EDGE OF STEPS /
W/ MODPOOL WINDOW 41
EXISTING SEWER CLEANOUT - - -
TO REMAIN ACCESSIBLE AT —
PROJECT COMPLETION
FENCED -IN POOL 5'-0"
MAINTENANCE
ACCESS AREA ___T1 I \ /
EO
/ BW+1"
COMPOSITE DECK
TIMBERTECH AZEK
VINTAGE, COLOR:
ENGLISH WALNUT
0
v
TYP. SELF -LATCHING
GATE, MATCH FENCE 5'-0"
HEIGHT & STYLE
4'H ORNAMENTAL
IRON FENCE, TYP.
SEE L-2.0
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. '. .....- +4" / \
20'MODPOOL W/ COVERSTAR
AUTOMATIC COVER 00
SEE STRUCTURAL DRAWINGS
tl
21'-10" /
RAISED PLANTER, '.' /
MATCH DECK FINIS
24" BELGARD BLACK STEEL
PLAZA PAVERS, EDGING, TYP.
TYP. COLOR:
GREY
0
EXISTING GARAGE CN
a
+49"
24"X48" CASTOHN
OLYMPIC PAVERS,
TYP. COLOR: GREY
BLOCK KRISER
1 SCALE:1/8"=1'-0"
SITE PLAN
01 4 81 16 NORTH
4'-6" TO 6'-0" HIGH CH,
FENCE TO ENCLOSE ENTIR
TREE PIT (TYP EACH TREE
EXISTING TREE PIT
FACE OF CURB
TREE PROTECTION
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
tea_
1
TOP OF SLOPE,
TYP.
4
/
\ 3
1 I
9„
4
2
+50" I M
+43" '
16-0"
NOTE 1: ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2022 SWMMWW BMP T.5.13.
NOTE 2: INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS
STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION.
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS
WIRE MESH FENCE
❑ TO ABR CPPORT FILTER
al I BURY BOTTOM OF FILTER
MATERIAL 8" TO 12"
NATIVE BACKFILL MATERIAL -/ I o LJ L
I�I
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
EDMONDS STANDARD DETAIL ER-900
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
;See Heater spec sheet and ESR
;report for installation details
I I
--------------------------------------------------------
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0 0
56 111�`
EXISTING EXISTING II
DECK HOUSEL 20'-0"
NEW DECK
25'-1•'
I31'-10"
City Of Edmonds
Building Department
Work POOL, DECKS, RET WALL FENCE, LAND
Address 18303 84TH PL W
-------------------------------------
Owner MAJERUS
----------------------
CAPES
Approved Date 06/16/2023
Building Official Eri.(i C%a,r
Permit Number BLD2023-0084
True
II NEW POOL
I 30'-0"
IIJ
33'-8' NEW AT -GRADE DECK,
I NOT COUNTED FOR
COVERAGE
I
EXISTING
z5-o° GARAGE
v YARD
SETBACKS I
LED
G
N
2 LOT COVERAGE DIAGRAM
NORTH
IMPERVIOUS SURFACE DIAGRAM 3
NORTH
4 TEMPORARY EROSION &
SEDIMENT CONTROL NORTH
per city standards that is caused or ENGINEERING DIVISION
occurs during the permitted project. APPROVED AS NOTED
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
6 MIL (MIN)
CLEAR PLASTIC
STRAW SHEETING
WATTLE
CONVEY RUNOFF TO
APPROVED LOCATION
STOCKPILES
ANCHOR WEIGHTS
WITH STAKES
10'
SOIL
BERM
STRAW
BALES
06/16/2023
NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
6 MIL (MIN) CLEAR
BURY SHEETING IN 4"x6„
PLASTIC SHEETING
TRENCH A MIN. OF 8 FT.
10'
SETBACK FROM TOP OF SLOPE,
MAx. ANCHOR WEIGHTS WITH
BACKFILL WITH WASHED ROCK
STAKES
CONVEY RUNOFF
PROVIDE ENERGY DISSIPATION
TO APPROVED
AT TOE WHEN NEEDED
LOCATION
10'
\
TOE IN SHEETING IN 4"x6"
MAX.
TRENCH A MIN. OF 3 FT.
SETBACK FROM BOTTOM OF
SLOPE, BACKFILL WITH
WASHED ROCK
� T
CONVEY RUNOFF TO
3'
APPROVED LOCATION
EXPOSED SLOPES MIN.
STOCKPILE & EXPOSED SLOPE COVERING
j"
Design
6410 Phinney Ave N
Seattle, WA 98103
ZONING:
RS-10
LOT SIZE:
15,389 SF.
206-701-7714
MAX COVERAGE:
5,386 SF. (35%)
truescapedesign.com
EXISTING HOUSE:
1,947 SF.
EXISTING GARAGE:
624 SF.
EXISTING DECK:
240 SF.
NEW DECK:
42 SF.
NEW POOL:
167 SF.
APPROVED BY PLANNING
Jun 16 2023
_ NEW / REPLACED IMPERVIOUS
SURFACE: 1,102 SF.
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
:ILTER FEN E
)ETIAIIDESS
R9JD.ANS MUST BE
I
ON JOB SITE
GENERAL NOTES:
• COVERALL STOCKPILES & EXPOSED SLOPES WITHIN 24
HOURS, THROUGHOUT THE COURSE OF CONSTRUCTION.
SEE DETAIL BELOW.
• ADD FILTER SOCKS TO ANY CATCH BASINS DOWNSTREAM
FROM THE CONSTRUCTION SITE. SEE EDMONDS
STANDARD DETAIL ER-902 BELOW.
GRATE
FIT_LTER SOCK WITH
OVER FLOW HOLES
"`
(TYP)
CATCH BASIN
CATCH BASIN
NOTES:
1, CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
EDMONDS STANDARD
DETAIL ER-902
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CHECKED BY: DZ
DATE: 1.20.23
REVISION: 6.12.23
BLD2023-0084
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RESUB
Jun 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
L-1.0
6'-0"
2X6 TOP RAIL
4X4 PT POST
6" CEDAR FENCE
BOARD
1/4" GAPS BETWEEf
BOARDS
FINISHED GRADE
CONCRETE FOOTING
& FENCE (HORIZONTAL)
3/8" = V-0"
F-01
BLOCK OFFSET PER
MANUFACTURER'S
REQUIREMENT
(OPTIONAL) WALL CAP
WALLBLOCKS
FILTER FABRIC
•— -�-
1-1/2" CLEAN
11�1
DRAIN ROCK
BASE ROCK
BLOCK RETAINING WALL (CORNERSTONE)
3/4" = V-0"
W-08
Block walls in excess of 48 inches in height,
measured from bottom of base course to top of
top course shall require shall require a plan
revision and shall be designed in accordance
with the geo report.
5 SITE SECTION A -A
SCALE: 1 /4"=1'-0"
I
1 tAAk, I FA I I LKIN JULMLZU I rvinn vnr u� i vv�uv
TO AVAILABILITY FENCE &PAVEMENT
n ORNAMENTAL IRON FENCE
FOOTING SET 18"
BELOW GRADE, TYP.
z1'-10•
POSTS, TYP. 16" O.CvTYP. v
DECK FRAMING PLAN Scale:1/4"=1'-0"
0' 2' 4' $
PT 2X6
BLOCKING,
TYP.
1, TYP.
APT = PRESSURE TREATED
GENERAL NOTES:
1. DESIGN LIVE WEIGHT LOAD: 60PSF. DESIGN DEAD WEIGHT LOAD: 10PSF.
2. ALL WOOD USED FOR DECK FRAMING SHALL BE #2 GRADE PRESSURE TREATED HEMLOCK/FIR.
3. ALL CUT ENDS OF DECK FRAMING TO BE STAINED WITH WOOD PRESERVATIVE.
4. ALL EXTERIOR FOOTINGS TO BE MINIMUM 18 INCHES BELOW GRADE.
5. PROVIDE SWAY BLOCKING EVERY BAY.
6. PROVIDE HOT -DIPPED GALVANIZED NAILS AND CONNECTOR PLATES FOR ALL CONNECTORS IN CONTACT
WITH PRESSURE TREATED WOOD.
7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPE ARCHITECT.
ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE.
WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED.
WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE
THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION.
THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED
WITH RELATED CALCULATIONS TO THE LANDSCAPE ARCHITECT OR ENGINEER FOR APPROVAL PRIOR TO
SHOP DRAWING PRODUCTION AND FIELD USE.
SITE SECTION B-B
6
SCALE: 1 /4"=1'-0"
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Scape Design
6410 Phinney Ave N
Seattle, WA 98103
206-701-7714
truescapedesign.com
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CHECKED BY: DZ
DATE: 1.20.23
REVISION: 4.31.23
BLD2023-0084
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Jun 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
L-2.0
True =
Scape Design
6410 Phinney Ave N
Seattle, WA 98103
206-701-7714
PLANT SCHEDULE truescapedesign.com
— — — _X — — — — — — TREES BOTANICAL / COMMON NAME SIZE QTY
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+ + + + + +� + + + + + + + + +�+ + + + + + + + + + + Thu a licata 'Excelsa' / Excelsa Cedar 6-7' Ht 6
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0 01 10 10 0 0 0 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
........ <
+ + + + + + + + + + + + + + + + + + + + + + + + + .........
+++ + + SHRUBS BOTANICAL / COMMON NAME SIZE QTY
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + Buxus x 'Green Velvet' / Green Velvet Boxwood 2 Gal. 23
�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + O
a�av + + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� Calama rostis x acutiflora / Feather Reed Grass 5 Gal. 25
.. Cornus alba ' Bailhalo' TM / Ivory Halo Dogwood 5 Gal. 6 r ^
+
V 1
SOD LAWN Festuca glauca / Blue Fescue 1 Gal. 42
+
_ Hakonechloa macra 'All Gold' / Hakone Grass 1 Gal. 37
+ w
...................'-`-'- Heuchera x 'Timeless Glow' / Timeless Glow Coral Bells 1 Gal. 6
+:
W W W W W IW W W W W W WI• Hosta x' Patriot' / Patriot Hosta 1 Gal. 18
.... ...... ..... 1....
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. + Hydrangea macrophylla Enchantress. / Blgleaf Hydrangea 5 Gal. 9
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o Imperata cylindrica Red Baron' /Japanese Blood Grass 1 Gal. 19 J
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Ophiopogon japonicus • Black• / Black Mondo Grass 1 Gal. 33 CC)(%i
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W W W W W W W W W W W W W W W W W W W W W W SOD LAWN Salix integra 'Flamingo' / Flamingo Willow 5 Gal. 8 /1
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VEGETATION TO
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0 0 0 • • DATE:1.20.23
8 8 8 Timeless Glow Coral Bells Patriot Hosta Bigleaf Hydrangea Japanese Blood Grass Lemon Lime Nandina
+ + + + + + + REVISION:6.12.23
rf :
ALL NEW TREES TO BEe
6-0" MINIMUM FROM
UNDERGROUND UTILITIES '� � m'•• � , � �,� � r;l � � ' I� �� '�I- �
BLD2023-0084
EXISTING GAS LINE EXISTING SIDE SEWER SCALE: 1/8"=V-0"
EXISTING WATER LINE EXISTING CABLE rj � '►, �� Op zMAIV
0' 4' 8' 16' NORTH ~ " OF WASH
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Black Mondo Grass Hameln Fountain Grass Rainbow Maiden New Zealand Flax Flamingo Willow
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RESUB
Jun 12 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
L-3.0