APPROVED ENG RESUB2 BLD2023-0407+Site_Plan+7.10.2023_4.15.38_PM+3656992EREDERCK PL
CL Frederick Place
EDGE OF ASPHALT
CITY OF EDMONDS 2
#9002220371
N -Bt��" E� WM
_ 125.GO'--
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Existing trees to
remain typical o Y
N
2 I� /
Exis Ing anitary side sewer, verify exact
location prior to any excavation, and placement
of existing cleanout slated to be 3' +/-from north
face of building. Add new cleanout if none exist.
1 L
Site Calculations
Zoning
Maximum building height
Setbacks
SITE AREA CALCULATIONS
U)
U) I
Approx location of utility lines, refer
'to field markings for accurate
i locations
I
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`Existing deck to = ;
remain
w
0
EASE
10' - 0"� 50 sf addition to existing
setbk deck area to have pervious
decking, via spaced boards
4 with landscaping below
1 2
66
_
O Y O
.n
i N N cM
RS-6
FRONT 15'
SIDE 35' 10' min, 35'total
REAR 25'
Description Area I Unit
Site Area 22,065 sf
Percent of
Site Area _
100% _
35%
Max built area, 35% of lot area
7,723
sf
Pre Construction/Existing Conditions
Attached Garage Footprint
810
sf
4%
Existing House Footprint
2,801
sf
13%
Total Existing House/Garage Footprint
3,611
sf
16%
Total Existing House/Garage roof area
4,321
20%
Existing Driveway
1,848
sf
8%
Existing Walkway/Porch
43
sf
0%
Total impervious existing conditions
6,212
sf
28%
Proposed Construction
Existing structure footprint
3,611
sf
16%
New Addition footprint
458
sf
2%
New deck area
1061
sf
0%
New House Addition roof area
4381
sf
2%
Total proposed existing & new Hse footprint
49069
sf
18%
Total proposed roof area
4,507
sf
20%
Total proposed impervious conditions
69650
sf
30%
Floor Area completed construction
Garage
810
sf
4%
Main floor heated area with addition
39259
sf
15%
Overall house/garage + addition footprint
4,069
sf
18%
- TBM-A
Datum see survey
el: 47.6
0 1
--�-� Crosshatch denotes existing
driveway which is to remain in
place unchanged
2
n
U
Existing trees, typical
01
UI
I
I N
I �
53.2 1
65 3 2
3 �
36.6'
Edge of existing conc paving to
remain
I I I 1 �
1 1 w E � , 0
GAR GE
FNIS FLO P3 �' V 1 U
D. 25' - 0"' 3 z
Water shut off in setbk
garage E
GHT
125.63' ____�:(
20 \
A101
Site Plan
1 „ = 20'-011
c;omm��
��Ur J � V
Relocate existing garage roof 2
DS downspout to east face of new
Gas7-addition, link to existing below
Igrade storm line draining to the
north
oS G
Area of new addition, 418 sf
Line of silt fencing per Edmonds detail 2
"I 7A501§
e,
1
DS J
New footing drains to tie into existing
footing draina e system
53.5
2
4" dia downspout sch 40 P
tight line from new downspout(s)
to dry well, all other existing
downspout lines are to remain
unchanged, except for souther
garage DS being modified by
addition
See City detail for dry we[l installation to service all
new roof drains only 2
A501 2
A A
Impervious Area Calcs
Existing
Proposed
House garage roof area
4,475
4,913
sf
Driveway & Walkways
1,891
1,997
sf
Overall proposed driveway/house/garag
6,366
6,910
sf
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0
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Sherry Residence Addition
8500 Frederick PI. Edmonds, WA 98026 1 07/10/23 1 12659-00
A101.1
Site Plan