APPROVED PLN_BLD2020-0440 SITE PLANAPPROVED BY PLANNING
Mar 04 2021
Zone RS_g - Corner ' N ' Flag :- N
Setbacks: Required Actual
----------- •------------
Front 25 S=40'
Sides
Rear 15' N=15'
Other
Height 25' 24'-10"
98.5'
99 lF1Nl
I
I
1'4" ROOF B_�
—
OVERHANG
(NOTE ONLY UP
TO 30" OF EAVES
MAY PROJECT — INTO REQUIRED I
SETBACK.)
1.33'
I
o
M
CARPORT
I
I. 7.50' 10.42' 1
91.03' 100.7
I
MINI -SPLIT
I CONDENSER UNIT.
o 100 (FIN)
ROOF OVERHANG I
I
� I
I C— � 15' REAR B.S.B.L. J
1 I
I
I I
I I I
I
� 43. '
� II
CpNCRI
OO z
I� ORIVE
� RIVE 1
A
I�
C§'"
I
I I /
� II
I
� I
L 40.47'
M.
0
EDGE OF PAVEMENT
0
M
W
Ss
I II
I
I
I I
I II
I
�A
I
I
I
PROPOSED
L SHOP
I FFE = 100.00'
I
J_
U
w
a
w
z
0
z
w
w
0
1 L - — --
15.00' 15.00'
NE
BRASS
WATE
CONCRETE
DRIVEWAY
25.50'
— — — — — I
I
I
I
o
r-
F�
N
I
I
I
I
I
I
co
I
I
I
I
I
I
J
I
LLU
m
m
of
W
C
CD
COVERED
PATIO I
"'
0
0
L
I M
N
9.49'
i
OO
�
%0
o
I
�
I
NEW SEWER INVERT
I.
AT HOUSE WITH
CLEANOUT WITHIN
I
2' OF HOUSE.
I
I o
o
I
EXISTING CAP
PROPOSED
I
AT 4' FROM P.L.
RESIDEN E
EXISTING "Y" IN
SEWER TO NEIGHBORING
FFE = 101.00'I
0,
PROPERTY @ 95.7'+-
1'-4" ROOF
43.00'
C '
OVERHANG
I
(NOTE ONLY UP
EXISTING SEWER
TO 30" OF EAVES
I
11.34'
EASEMENT #2142678
MAY PROJECT
I
INTO REQUIRED
f
I
SETBACK.)
ENTRY
I
�
COVERED CH u
u
NEW 4" GASKETED SDR35
SEWER PIPE INSTALLED PER
CITY OF EDMONDS STANDARDS.
I
PROVIDE 2% SLOPE.
2" SCHEDULE
40
NOTE: MAINTAIN 3
INSTALLED
PER
FOOT SEPARATION
�
SNOCO
PUD
BETWEEN WATER
AND DY UTILITIES.
r -
I
SPECS.
" w
�I
—
+
U
EXISTING SEWER
d
"
o
co I
co
EASEMENT #2142678
200 PSI wl
3
[FLING PER
C:)
o
1 2" PHONE AND CABLE
Y
I
I
PT. SPECS.CONDUIT
IN SAME
UMIN.
VVERTICAL
TRENCH AS POWER.
SEPARATION AT
d N�LLI
U)
I
SEWER AND DRY
�o
(D
I
ro.ou
UTILITIES.
d N
z
W.M. N
1" METER dGo
WITH NEW
WATER MAIN TAP
AND NE 1 WATER LINE IN R.O.W. EXISTING
— — — — — PROVDE TRACE WIRE. — — POWER POLE
d °
4 ° 0.92'-- EXISTING SEWER PIPE INVERT NEW GAS LINE AND
NEW ASPHALT @ 94.2' NEW 6" CLEANOUT TO BE STUB AT P.L. TO BE
INSTALLED AT PROPERTY LINE WITH 12" I NSTALLED PER P.S.E.
APRON ° CAST IRON LAMPHOLE COVER AND
d 1 1/2" HEX BOLTS WITH CONCRETE COLLAR NEW PEDISTAL
\
I
d
.. °
I
A.
d
00
�...
...
- d
--
-W W
DATUM POINT
q
@100.00' ss -
SSMH 9-92
(ASSUMED)_
U)
SS
In
A
STORM (LID @ 99.7' \
IE=95'
W W
SS SAS
202ND STREET S.W.
(CENTERLINE)
O�
W
SS 8" CONC.
EDGE OF PAVEMENT
SS
WER M.H. 74.8' FROM
EXIS G "T"
NOTE: EXISTING SEWER
INFLOW AND LATERAL LINE
IN R.O.W. TO BE REUSED
PER CITY OF EDMONDS.
INVERT (cry 85.0' +-
EXISTING SEWER LATERAL
HAS BEEN TV'd AND OKAY'D BY
CITY OF EDMONDS SEWER
DEPARTMENT. 6" LATERAL
LINE TO BE RE -USED.
EXISTING CONCRETE 8" SEWER MAIN
15' BELOW DATUM POINT PER SEWER C
SITE PLAN
SCALE: 1"=10.00'
SITE ADDRESS
8427 202ND STREET S.W.
EDMONDS, WA 98026
OWNER
MARK & JENNIFER COONS
PO BOX 1025
EDMONDS, WA 98020
425-422-0900
ASSESSOR'S PARCEL NO.
27041900207400
LEGAL DESCRIPTION
THE WEST HALF OF THE SOUTHEAST QUARTER OF THE
NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 27
NORTH, RANGE 4 EAST, W. M.;
EXCEPT THE EAST 75 FEET THEREOF; AND
EXCEPT THE NORTH 135 FEET THEREOF; AND
EXCEPT THE SOUTH 30 FEET CONVEYED TO SNOHOMISH
COUNTY RECORDED UNDER AUDITOR'S FILE NUMBER
1354416; RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE CITY OF EDMONDS, COUNTY OF
SNOHOMISH, STATE OF WASHINGTON.
LOT SIZE
15,266.4 SQ. FT.
STRUCTURAL LOT COVERAGE
NEW HOUSE
1863
ENTRY PORCH
266
BREEZEWAY & PATIO
538
ATTACHED SHOP
1263
ATTACHED CARPORT
315
TOTAL AREA: 4245 SQ. FT.
LOT COVERAGE: 27.8 %
BUILDING HEIGHT CALCULATIONS
A 99.46 `
1 2 �
B 98.88
C 100.46
D 100.50
TOTAL = 399.30'
AVERAGE GRADE = 99.83' (399.30 / 4)
TOP OF HIGHEST RIDGE = 124.65'
ALLOWABLE HEIGHT = 124.83' (AVERAGE GRADE + 25')
MAIN FLOOR = 101.00'
D.P. AT SS MANHOLE IN STREET SET AT 100.00'
TOPOGRAPHIC NOTES
SITE ELEVATION IS LESS THAN 2'. NO CONTOURS
SHOWN. LOT SLOPE = ± 1 PERCENT
DRIVEWAY SLOPE = LESS THAN 1 PERCENT
SURVEYOR TO PROVIDE A HEIGHT SURVEY PRIOR TO
FRAMING INSPECTION TO VERIFY HEIGHTS.
BLD2020-0440
RESUB
Feb 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NOTE!
THIS SITE PLAN IS FOR ORIENTATION
AND ZONING INFORMATION ONLY.
CIVIL PLANS SUPERSEDE ANY
AND ALL DRAINAGE INFORMATION
PRESENTED IN THIS SITE PLAN.
0
z
N
Z 0
Q
IL > U
= C
w N
LU
O
C) W
J
U
O
C0CD
z(N
LU
W
W o
m
J 0
W n
E
0
v
+
.(D
a
A=
W
^L'
W
Z @ m
rn?�L�7To-mom`o
oLFoo�t°s U o
Ian
Famo 2C70 0-
(9a — o_ 2
�¢��0� 0 t@moo-6@=.y3
'zoQ 0
O w g W o 0 o co U o o m 3 y U
W m
N
F Zaoy @ a�2 'o�ER
W
O
U
00
ZQ
W
Cl
0
0
z
�
U)
Z
O 0
W
LU
0
� cri
W
U)
w
z
ZZ
w
3 0
0
N
o
0
N�
L.L �
Q N
V
00
o
N
o�
E
=E
O
U
c
CU
Q
0
m
O
n
O
Z
C?
200201
DESIGNED BY
TL
DRAWN BY
TL
CHECKED BY
MC
SHEET NO.