APPROVED ENG PLN RESUB4 BLD2023-1619+Site_Plan+9.11.2024_2.24.05_PM+4494521Found
MIC 2 1 /4"
Brass
Disk w/ Punch
�—
Found MIC Conc
�9°49'26" E Basis of Bearings)
( g �
— — —
1100,97' Total Mon to Mon
� �
— Down
I 7.89'
Offset N
Off
w/ Pin, Down 0.6'
240th Street
Southwest
SCHEDULE ALL INSPECTIONS THROUGH
MYBUILDINGPERMIT.COM
Zone RM 2.4 Corner
X Flag
i 30'
R/W
;
30 R/W
w
Setbacks:
Required
Actual
o
10,
27'11
Q0 o
North
i
Nothing in the permit approval process shall be
I
CO o
East
15'
20
interpreted as allowing or permitting the maintenance
11.88'
o
cn
�
West
15'
no
of any currently existing illegal, nonconforming or
S89°12'40"W (R) -
___
38.3-
�S
unpermrbanqfOitted building, structure or site condition which
89°12'40"
3.50'
W
Other
is outside the scope of the permit application, regardless
Hei g ht
25'
23.911
of whether such building, structure or condition is
ZONING: RM-2.4 U I
Lot 2
shown on the site plan or drawing. Such building, SP 341 (7-78)
I R/W
Varies
II
structure or condition may be the subject of a separate
i
N 89'49'26" E 85.11' P1 II
enforcement action. P1 1 I
APPROVED BY PLANNING co
o -- I
} 0 9.8'—
Lk — ' \ I
�t Parcel B
�
Oct 15 2024,- '0 1 Building
O 80 #24024 9,83 .7 Sf (Gross) I
4 to FF 431.18 co
9,8 0.7 Sf (Net) 133.5 +I / I
Not Approved as an,8 o 1 3'-3.35' OH I N
Accessory Dwellidgpbnit \ o U / I
Lot 3 EDMONDS GREENERY (7002)
I / '
ZONING: ZONING: RM-2.4 � 1 1 6.5' / co
\ RM-2.4 00 Edge of Conc CO I co a I
O/ ' 0/ I / / I
Asphalt / .
GUTTERS/DOWNSPOUTS SHALL o Driveway/ 0 / I /
\ ` DRAIN TO SPLASHBLOCKS O Parking
\ Z CO
co
N 89'4945" E 146.67' P1 _� P1 63.36' _ 134.67' s N 89`49'45'E iP
P1 .
w)
\ �'\ Parcel A Original Lot Line /O/ /0
15,918.1 Sf (Gross) +102.111 ``�
15,918.1 Sf (Net)
New sanitary sewer CDB ^ �/
line (approx) 6 ♦
Building S6 j
Addition I
s �� \ �• \Con FF 421.00 �. 48.43 s /
+93.02 ; �t = _--- N 89'49'26" E 00- R
,A As -- — Unified design / � / /
�� o ph Existing _+4I o elements (UDE)
•A \ ocs° Garage �I�Izo New water line
vf FF 419.35 (� 0.5' OH 1/(approx) /
\\ FF 421.00 +100.61 P1DE
- _ 5
Existing \ Wx. Water Line
E
` .D �$ 6,
House (P ) 01
�. FF 419.35 Pi S rpAr�e�Me�ec\S�
Datum 100
P1 Ia�/r / Project BM
\ 1 C 4V Sewer MH Rim
P1 +93.06 Elev: 424.89
C°
S _South Line
`rcP@ of North 125'
00 \
cos, P1 i
X °
PC Sta 184+33.48
s
�t� / ALL DISTURBED SOILS SHALL BE
PROPERTY CORNERS s\ 5`'/ / COMPOST AMENDED PER CITY OF I
EDMONDS STANDARD DETAIL SD-642 OR
P1 Set Rebar & Cap, LS 30581 / ` APPROVED EQUAL.
P2 Set Mag w/ Tag, LS 30581, 7' Offset ';s!
I
PC Sta 184+90 A.F. NO.
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.
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
ENGINEERING DIVISION
APPROVED AS NOTED
JdJ ttlgapt.tvf,E 10/21 /2024
VV
MERIDIAN
PLAT
-3o GRAPHIC SCALE
15 30
so
(IN FEET)
1 inch = 30 ft.
LEGEND:
Heieht Calculations:
A = +93.02'
B = +102.11'
C = +93.06'
D = +100.61'
Total = 388.80'
Avg. Grade = 97.20'
Actual = 121.11'
Maximum = 122.20'
Total New or Replaced Impervious Surface = 745 SF
Structural Lot Coverage:
Existing residence = 1,655 SF
(includes Storage addition under separate permit)
Existing detached garage = 480 SF
Addition to detached garage = 400 SF
Deck = 28 SF
Stairs = 47 SF
TOTAL = 2,610 SF
(2,610 / 15,914 = 16.40%)
Parcel A Lot Area = 15,914 SF (0.3623 AC)
SURVEY IN THE:
S.E. 1 /4, S.W. 1 /4 SEC. 31 TWP. 27N., RGE. 4E., W.M.
SITE PLAN
Shaun C. Leiser/84th Avenue West,
''492 ' flm� 241 10 84th Avenue West
Edmonds, WA 98026
Parcel # 00463302400203
LLC
RESUB
Sep 11 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
SHEET
DEPARTMENT
1
OF
BLD2023-161
1