APPROVED PLN ENG RESUB3 BLD2024-0235+SITE PLAN+10.25.2024_3.35.39_PM+4583032CIVIL DRAWINGS:
AVE. NATURAL GRADE CALCIIII
'MAX. LOT COVERAGE CALC.
"MEAN
REFER TO THE NATURAL FINISH GRADE DETERMINATION
R5-10 USE ZONE.
NOTE:
RECTANGLE" INDICATED ON THE 517E PLAN EXHI51T.
MAX. ALLOW,45LE LOT COVERAGE PER P11a -"SITE
REFER TO CIVIL DRAWINGS AS PART OF THIS APPLICATION
DEVELOPMENT STANDARDS - RESIDENTIAL" = 35%
FOR PERMIT FOR ALL ENGINEERING REQUIREMENTS.
THE FOUR CORNER ELEVATIONS ARE CALCULATED AS FOLLOWS:
NUJ CORNER: 346.80
THIS SPECIFIC PROPERTY IS DETERMINED 70 5E 0.29 AC. _
NE CORNER: 352.E-1
12,632 S.F. TOTAL.
SUJ CORNER: 346.88
5E CORNER: 350.64
PROPOSED GROUND FLOOR AREA - INCLUDES:
LOWER FLOOR AREA = 1,540 S.F.
TOTAL: 1,396.99 / 4 = 349.25
GARAGE = 615 S.F.
LOUDER LEVEL PATO PAVING = 218 S.F.
CALCULATED AVERAGE NATURAL GRADE ELEVATION = 349.25
TOTAL LOUDER FLOOR COVERAGE = 2,433 S.F.
PER P11a - "SITE DEVELOPMENT STANDARDS - RESIDENTIAL"
FOR THE CITY OF EDMONDS FOR USE ZONE RS-10, THE MAXIMUM
IMPERVIOUS PAVING A7 CONCRETE
ROOF ELEVATION 15 CALCULATED AS 25' ABOVE THE MEAN
DRIVEWAY AND GARAGE APRON = l,502 S.F.
NATURAL FINISH GRADE ELEVATION.
TOTAL LOT COVERAGE = 3,935 S.F.
IN THIS SPECIFIC CASE, THE MAXIMUM ALLOWA5LE ROOF
ELEVATION IS DETERMINED TO 5E:
ACTUAL LOT COVERAGE = 3,935 / 12,632 = 31.15io
349.25 + 25.00 = 3rt4.25
31.15ro ACTUAL LESS THAN 3551-ALLOW,45LE
THIS COMPLIANCE 15 GRAPHICALLY INDICATED ON BUILDING
SECTIONS A, 5, AND C, SHEET A-6.
9
APPROVED BY PLANNING
1
Jan 08 2025 Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
Noise generated by mechanical of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
equipment must meet the is outside the scope of the permit application, regardless
standards in ECC 5.30 of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
Per ECDC 23.10.060(C)(5), trees must be retained and/or structure or condition may be the subject of a separate
replanted that will result in the site having 5 significant trees enforcement action.
L8'6� L M„S L,50. LOS
—SS SS SS
Y
W
04
25'-O"
0 W
J O
b
FRONT SETBACK
ro
0LO 0
Ln �O
N t7
a'
I-0
m
n
(D 3 • 00
o
LO � Si
m O
L
OC 356 `n
0
00000000
"�
4 I
3003H
LO
8�
w
ri
`O
00
LU
00
Ck
I
I
10.
V-)
N
r- 00
�14- -t
II ❑ CO
X
<
Q I
I
>
W
U
Z
Q
L
�
N
4M00
N \
8�P
X
i I C
0
Z� 0;
o0 9�f'
❑
J
J
Q
II i- 0
O
0)
O2� 00
00
V .V 0�
Ok
STv CONC.
D.E\4kLK •v
821f10 '1213n �� .V ' —
CO
N z Cnn g rn N �y v 34
1 AVE. g m 0 Y�� �v ' V NEW W --
J On W J
Lj N X Q 0— m ro — > _ V % 'EXIST. CONC. DRIVE tD
z\�=N U1)�J o �" PP ACH
O � =Z�� 1 0� V) _ v y
ULd mUgr wE�2 V
LU
0) o Q cCf)Yr> i� N MMo � II '•� EW.•CO C: DRIVEWA .
LL U 0 o O •SEE•'CIVI DRA•WIN•CS.
W
M V i-
( : - LJ..I
N v 13 0
SS SS SS SS SS SS SS 4 .4 E S-S
O J v
O) =OZ V
N II z'UCONC.
0) w o' v �® •c i cn� ` SIC�WALK
U-) Z X 00'Sa' "Q'
N
� O
°° vim; NNI�N/VyO
� I N -.. v O�
V
(0
>
_ U V V FRONT SETBACK
CIO M
N
N
V v Y
v J
Q
- 2
0_
a
V
_ v W
O
ICI � N V `' V•_
V Y
V _ �D
N A
'u r) U) •' w v
I P O
O W
00 N v� U
Z
�I0 U V W
00 Y
r- 0 z v cn Ld > z
_
�-1 J Vy 2
L� U U
o W
_ V
' Y
•J
V) 4 < •
v'
Z W
U) _
zQZ
Imo cn -N
Z
CU N X O V
U
O
LLI V)
ILL. 000
SITE DEVELOPMENT KEYNOTES & LEGEND:
lO.
EXISTING GRAVEL DRIVE TO 5E REMOVED. MATERIAL TO
�1 O9.
(ORIGINAL NOTE OMITTED)
BE COLLECTED AND STORED AT OWNER'S DIRECTIVE 5Y
THE G.C.
O
EXISTING "THE ROCK" TO 5E RELOCATED 5Y THE G.C. 70
10.
NEW CONCRETE RETAINING WALL AT "5RIDGE" CONNECTION
ENTRY. REFER TO ARCHITECTURAL AND STRUCTURAL
LOCATION AS DIRECTED 5Y THF, OWNER.
DUJGS. FOR SPEC. AND DETAILS.
O3
THE EXISTING ROCKERY AT THE EAST PROPERTY LINE;
�1 11.
THE PROPERTY OWNER WILL SU5MIT SEPARATE DUJGS. FOR
THE CHAIN LINK FENCING A7 THE SOUTH PROPERTY LINE;
APPROVAL FOR LANDSCAPE CONCEPT IN N.E. CORNER OF
1
A PORTION OF THE IRREGULAR -SHAPED LANDSCAPE
RETAINING WALL LAYOUT.
WALL AT THE NORTH END; AND THE 5LOCK WALL AT HE
WEST PROPERTY LINE ARE TO 5E LEFT IN PLACE. N
12.
NEW CONCRETE PAVING AT LOUDER LEVEL PATIO UNDER
STRUCTURAL MODIFICATIONS ARE INCLUDED IN THIS
2ND FLR. DECK ABOVE. SLOPE 70 DRAIN.
CURRENT APPLICATION FOR PERMIT.
13.
NEW CONCRETE SLAB ON GRADE A7 GARAGE APRON AND
O
A PORTION OF THE IRREGULAR -SHAPED LANDSCAPE
DRIVEWAY AS SHOWN ON THE SITE PLAN.
2
WALL A7 THE NORTH END HAS BEEN REMOVED 5Y THE
AS SHOWN W1
14
(ORIGINAL NOTE OMITTED)
OWNER DASHED LINE.
15.
NEW CONCRETE PAD FOR HEAT PUMP (DUCTLESS
5
O
N
(ORIGINAL OTE OMITTED)
MI -SPLIT SYSTEM). VERIFY PAD SIZE AND LOCATION.
6.
(ORIGINAL NOTE OMITTED)
�1 16
EV READY PARKING AND CHARGING STATION. SEE SHEET
A-2, KEYNOTE NO. 24 FOR LOCATION AND SPECIFICATIONS.
Z�
1�.
NEW, ON -SITE MAIN UTILITY LINES. SEE CIVIL UTILITY PLAN
O
"JULIETTE" 5ALCONY A7 SECOND FLOOR ABOVE SHOWN W1
FOR SPECIFIC LOCATION, SIZE, AND SPECS.
DASHED LINE.
OS
NEW CONCRETE RETAINING WALL. SEE STRUCTURAL DWGS.
FOR EXTENT, SPECS., AND DETAILS. SEE CIVIL DRAINAGE
DWGS, FOR SITE DRAINAGE TIE-IN 70 SITE DRAINAGE
COLLECTION SYSTEM ROUTED 70 THE EXISTING STORM
WATER MAIN IN THE STREET. SEE ARCHITECTURAL DWG5.
FOR SPEC. ON RETAINING WALL WATERPROOFING COATING
SYSTEM.
0
0
0-
O
°
`ta_(C)
M
x >- I-
.�
Lo
� ®
X
354 "o
® X
00
QLD Z5c
00'O_b 1,
0, b . N
_b5ti
N 1 - O n PI1K
r`? THE `o STOR.
In L CL SET g n
0 X I rn 3 352 - n F F1'PM
MECHANICAL/
�" (� A,TFPPFf� w
Zone RS-10 Corner
Flag _
Setbacks:
Required
Actual
Front
25'
5015"
Sides
101/10,
10'6"/34'6"
Rear
20'
25'
Other
25'
2414"
Height
20'-O"
REAR SETBACK
25'-0"
a
Y
o=
U
U
Q
w�
�c,LU
m
0D
m
LU
W
11:� Lc)
� _J
os�
J
,J �
n Q
J J
iJ �
7 Li
r- W
00 U
J N Z
tw
�rQ:�
��
LQ� I 3
W O
U O
� 00
0)
Y U
Z
J
Z_ W
Q cD
U W
O
O
DO
i (n
5 va
tNELSF) r?
r w I =
z
X cD s f k
Lq
r7
r7
0
N �
� OJ
O l�b�jb
J 9
yds���sb
B
ENGINEERING DIVISION
APPROVED AS NOTED
i �?1/03/2025
REFER TO CIVIL PLANS FOR ENGINEERING
REQUIREMENTS
ITE PLAN
Irl)
N
L0
r7
0
O
2O'-O" X
REAR SETBACK
0
J
J
o;b
SURVEY LEGEND:
❑ CB STORM DRAIN CATCH BASIN (CB)
OD STORM DRAIN MANHOLE (SOMH)
-SSMH SANITARY SEWER MANHOLE (SSMH)
WM
® WATER METER
WV
�a
WATER VALVE
FIRE HYDRANT
—C�-p POWER POLE
HH UTILITY HAND HOLE
DECIDUOUS TREE
CONIFEROUS TREE
10 GRAPHIC SCALE
0
( IN FEET )
1 inch = ft.
fll �
O � �
tu
0
X
Z-�i
20
RESUB
Oct 25 2024 O RT H
CITY OF EDMONDS
BLD2024-0235 DEVELOPMENT SERVICES
DEPARTMENT
SCALE: GRAPHIC SCALE AS INDICATED 1
E
O
N
N
O
O
N
N
O
O
N
N
O
N
N
-_
-_
N
A
M
�
�
N
0)
N
+--I
0)
,-I
IN
,--I
,\I
N
N
M
k.0
M
N
Un
Un
00
U
V)
<
w
Q�
w
0�
U
�
0
0
0~
ca
J
Q
0
O
U
m
Y
Y
U
U
V)?
_
=
1--1
Z
p
U
CO
U
U
W
U
w
w
Q
Q
Q
J
a
J
a
Urn
z
oC
Q
U
U
U
(j
J
Z
Z
Z
O
w
Lu
LU
LU
a
s
Q
<1
<1
LU
U
z"0
LU
N
o
C00
Q)
U
H1
V)
Q>
>
(n
LU
�
>'
E
O
Q
C
G
E
6
0
W
�
06
V 1
O
�
U
U
U
a
Lf)
LL
all
V)
LL00
LU
o
J
U011
00
o
00
L
..
E-I ED
U W
W
O
a
�
IL
z
0
J
z
w(J)
Q
>LU
J
LU �-
C)O
LU
LUz
0-4
E4 V
LU
00
N
N
�
N
No
O
LU
0
Z
N
M
Q
o
z
w
z
Cn
00
A
Cn
A
SHEET NO.
A-1