APPROVED ENG PLN_RESUB 1-Site_PlanGROSS SITE: 12,632 SQ. ET. (0.29 ACRE)
EXISTING BUILDING: 3,108 SQ. ET.
PROPOSED 55 LL: 74 S. C
EXISTING PORCH: 22 SQ° LT°
EXISTING SIDE DECK: 464 S.E.
PROPOSED BACK DECK: 270 S.E.
EXISTING SHED: 64 S.F.
EXISTING SHED: 83 S.E.
GROSS BUILDING: 4,085 SQ, ET.
OF SITE: 32%
MAX COVERAGE: 35% (4,421 SQ. FT.)
GROSS SITC 12,632 SQ C° (0.29 ACRE)
TOTAL BUILDING: 4,085 SQ° LT°
EXISTING DRIVE & WALKWAY: 678 SQ. ET.
REDUCED PATIOS: 363 SQ. ET.
GROSS MPERMOUS: 5,126 SQ C.
OF SITE: 41
MAX COVERAGE: 50% (6,316 SO. ET
(HATCH PATTERN ADDED IN PAVED AREA)
GROSS SITE: 12,632 SQ, ET. (0.29 ACRE)
EXISTING BUILDING: 3,108 SQ. ET.
EXISTING PORCH: 22 SQ. 7.
EXISTING SIDE DECK: 464 S°F°
EXISTING BACK DECK: 56 S.L.
EXISTING SHED: 64 S° E°
EXISTING SHED: 83 S.F.
GROSS BUILDING: 3,797 SQ° ET.
OF SITE: 33
MAX COVERAGE: 35% (4,421 SQ° ET
GROSS SJE: 12,632 SQ ET° (0.29 ACRE)
TOTAL BUILDING: 3,797 SQ° FT.
EXISTING DRIVE & WALKWAY: 678 SQ, ET
EXISTING PATIO: 577 SO. ET.
GROSS M PERM OU S: 5,032 SQ. C°
OF SITE: 40%
S TE ADDRESS: 918 SPRUCE ST PROPERTY OWNER: MARCO & LOR COOPER
EDMONDS, WA 98020 PHONE:
PARCEL #: 27032500104300 EMA L:
DCAL DESCR PT ON: SEC 25 TWP 27 RGE 03RT 1 46 A) CONTRACTOR: EDMONDS REMODEL
BAAP 388FT S & S88*05 OOE 138° 88CT OF NW COR CONTACT: GREG BREWER
N W1Z 4 N EI4 TH S88* 05 OOE 1 08ET TH S00*30 36 W PHONE: (206) 227 1029
116CT TH N88*05 OOW 108ET TH N00*30 36E 116ET TO TPB EMA L: edmondsremode @gmai .com
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
Z 0 N N G: R S 8 of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
SCOPE OF WORK: COVERED DECK A D D T ON ON SOUTH S DE OF S N G LE is outside the scope of the permit application, regardless
E A M L Y R E S D E N C E. ENCLOSE AREA UNDER E X S T N G ROOF ON WEST S D Eof whether such building, structure or condition is
& R E C O N E G U R E S TA R S & BATHROOM N THAT AREA OF THE HOUSE, shown on the site plan or drawing. Such building,
M AX COVERAGE. 50%o (69316 Q° ET ; ENGINEERING DIVISION structure or condition may be the subject of a separate
SPRUCE''ST
I
P•_ m ° °
EXISTING
,
'
Lj
DRIVEWAY °
/ ,' '
I
N
N w
529 S.F.
,
i
Via.
aa,'
'
V),
8T �11"
0,-0"
8'-0"
a'
°23'-0" °.
9R �1.5" �' 20'-6" 4'-6" ' 26'-3"
I
UP'
:°
Z
EXISTING
FRONT
WALKWAY
149 S.F.
'
EXISTING
i I
I
rXISTING
(EXISTING
,' PORCH
1T @11"
SIDE DECK
'
GARAGE
22 S.F.
UP '°
2R @1.5"
464 S.F.
BELOW)
I
to
/
— — — — — — — — — — — — - - - - - - -
II I
f SIDE X� r '
SETBACK i INALL UNDER
/ EXISTING ROOF
S.F.
I l r
I J
EXISTING
/ RESIDENCE
I 3,108 S.F.
• 0 1T 011" UP I i
4R 01.5"( I
° EXISTING
l i b BACK DECK
a 8. ABANDONED
56 S.F. "
• _ 4 SIDE SEWER
o (RELOCATED
s � I °1T 012" UP ° <52'-0" UNDER THE
21? @9.5" I HOUSE AT THE
0 1 i TIME OF THIS
SOUTH ADDITION)
EXISTING
I � �� `BACK PA110S I I
& WALKWAYS 1
I 511 S.F. o
� I
I I �
� Y
EXISTING Q 7o, 20'-0" ,' 4'-0"
qH ED - m
4 S.F. j �' Ly o
Q
i Lo
/
10 86'-10'
la
EXISTING_ SITE PLAN
SCALE: 1" = 10'-0"
APPROVED AS NOTED ALL DISTURBED SOILS SHALL BE enforcement action.
COMPOST AMENDED PER CITY OF
s.EDMONDS STANDARD DETAIL SD-642 OR
- � APPROVED EQUAL.
09/01 /2021 APPROVED BY PLANNING
***Stormwater Management System is SPRUCE''ST ,
not required at this time. If the new and '
J
replaced impervious surface area "- �° '
equals 2000sgft or greater a % a % '
b ,
stormwater management system will be I ar
Irequired per City Standards. *** I
I I m . % EXISTING '
n ;' ° DRIVEWAY ° ° �'
I N N S29 S.F.
I OWNER/CONTRACTOR IS RESPONSIBLE FOR s ° ;^ '
EROSION CONTROL AND DRAINAGE v~i i ° 8T 011"
12'-9" 1'-0" 8'-0" a' °23'-0" °. 9R �1.5" 20'-6" 4'-6"
I RS-8 N N I Saa ;
Zone Corner Flag •
Setbacks: Required Actual
�XISiING
I W 3 'WALKWAY
I * N >25' ,
Front 25 _ 149 S.F.
26'-3"
I o ............ I / ,' 1 m SURFACE WATER RUNOFF NOTE:
• Sides 7.5' E & W > 7.5' '' , ' �'' 1 EXISTING " ALL DOWNSPOUTS TO HAVE
I I I 1XISTNG (EXISTING SPLASHBLOCK POINTING AWAY
o
N DECK ' GARAGE ' 220RS F. UP " 2R @1.5" FROM HOUSE TO DIRECT WATER
z i 15' S > 15' 464 S.F. BELOW) AWAY FROM THE FOUNDATION
I Rear I ,
., I o / -
II �7'-" I Other _ _7'-6" '
AREA OF
SIDE f f SIDE
SETB CK SETBACK
WORK 0
Ij 25' <25 I /i INTERIOR '
eight ----------- -----; I i i j < 234 S.F. >
* SETBACKS LISTED ARE TO PROPOSED
I
4" SIDE DDITION.
ISEWER C.O. I ; ' EXISTING
(TIES RESIDENCE
0
INTO `D I 3,108 S.F.
EXISTING
6" TO 1T 011' s UP
I STREET) ! ; I '� ; 4R 01.5"(
c0 1 -
I C.O. I ' UP ° AREAOF�j
° " WORK � / �
2T 012 I
3R �6.3" EXTERIOR: UP co
s �s o 0
II NEW DECK & ROOF - 2T 2" �° 1
� REDUCED
o,
I
II
,
3R U.J �
BACK PATIOS I
& WALKWAYS
° 363 S.F. o I
(SW WALK -1
I I 5'-112" �160- INCLUDED)°I
°
/ I I
' l '
EXISTING
SHED � EXISTING 0
a
83 S.F. HED o m
LnN (D
w
1 D'
00
i.
10'-4" 108
/4
PROPOSED SITE PLAN
SCALE: 1 " = 10'-0"
u
Aug 17 2021
I�
N
I 0 I
I�
0
I IW I
Z
I
IW I
I
I
SIDE'
I E
SETBACK I
I
/
I
I
I '
4" SIDE
I
I
I SEWER C.O.
(TIES
o
INTO `D
EXISTING
6" TO
I STREET)
I
I
' l
I � \
I
i
I
II ' /
I
I
I
to
EXISTING %
0
SHED
00
83 S.F.
C-10" I. 10'-4" 2'
RESUB
Aug 12 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NHRTH
co
z
z
z
z
U
CL
U
W
C/
0
W
CL
z
L)
o
z
Z
2
CL
L2
P
W
H
r
W
W
z
w
o
�
Oro
N
Oc)z
v
5
LLJ
3
0
z
z
O
OC)z
O
3
z
U0
Q:�
o
U
Q
:5
W
W
z
z
@ o
V) 00
00
LLJ
Q Ln
H
ICI
<:
S
4-' Ln
cd
i
LL-
03 0
�o
�D
Bcr,)
3 CD
CD Z
z
Q
DATE
7/11/2021
SC@@�
1"
—
10'
0"
SHEETI