10217 244TH ST SW.PDF1111111111114696
10217 244TH ST SW
ADDRESS: �v7 — �77 57-5,?-u
TAX ACCOUNT/PARCEL NUMBER: ��. 7� /ADD D51 `7 O
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS(RECORDED)FOR:
CRITICAL AREAS: DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT
FOR
WATER METER TAP CARD DA'
OTHER
L ATEMPTST's\Forms\Street File Checklist.doc
7 �'Z %�XV/ PLANNING DATA
=STMETFILE 11
SINGLE FAMILY RESIDENTIAL
Name: S
Date:
Site Address: 111 f lw WM S
Tax Parcel
Project Description: ( SC3 d ^
Plan Check #:
�3L-0aot)on3
Reduced Site Plan Provided: (YES / NO)
Zoning: ZS-
Map Page:
Corner Lot: (YES / NO)
Flag Lot: (YES / NO)
Critical Areas Determination #: ci,> o t Do [
❑ Study Required
:0 Waiver
SEPA Determination:
JT Exempt
❑ Needed (for over 500 cubic yards of grading)
❑ Fee ❑ Checklist ❑ APO List with notarized form
Required Setbacks
Street: a
Side: ,� `
Side:
Rear:
Actual Setbacks
Street: '
Side:
Side:
Rear:
❑ Detached Str ctures:
❑ Rockeries: J ��
❑ Fences/Trellises:
❑ Bay Windows/Projecting Modulation:
Stairs Deck:
Buildin Hei ht
Datum Point: -�� f
Datum Elevation: l o v
Maximum Height Allowed: `-� 3 a ��
Actual Height:
Other
Parking Required: d-
Parking Provided:
Lot Area: I 1
Maximum Lot Coverage: 35% Proposed:
v
Lot Coverage Calculations: U�sz �-� -r S
ADU Created: (YES / )
Subdivision: �, a v� So ln' SA-) d A
Legal Nonconforming Land Use Determination Issued: (YES / f�
Comments
Plan Review By:
Planning Data Form 07-14-09.doc
toll -0r13
of EDMO
City of Edmonds fro
Site Classification Worksheet -
nt-CEIVED
MAR 2011
BUILDING D AFITMENT
CITY OF A/nun
The project's Classification serves to identify the specific Stormwater Management requirements applicable
to your site. Complete the worksheet below to determine whether your project falls into the classification of
a Large Site, Small Site (Category 1 or Category 2), or a Minor Site.
Step 1: Determine the Exempt Impervious Surface Area for your project and enter it on line 1 of the
table (yellow box).
Step 2: Determine the Replaced Impervious Surface Area for your project and enter it on line 2 of the table
below dividing the total between Exempt and Non -Exempt (orange and blue boxes); either or both may be zero.
Step 3: Determine the New Impervious Surface Area for your project. If a portion of the new impervious surface
area -is also Non -Exempt Replaced Impervious. Surface Area subtract this from the total of the new impervious
surface area. Enter the final value on line 3 of the table below (blue box).
Step 4: Add the values in the Non-exempt column for lines 2 and 3 and enter it into line 4 (green box).
Where does the existing site
❑ Direct Discharge
runoff discharge?
Supplement
(Check all that apply)
Chapter 2.3
❑ Edmonds Way Basin
See Watershed Map
Figure-B, Handout pg 4
Creek or Lake Basin
Line
Type Area (square Feet)
Impervious surface:
Supplement
1•
Exempt S; 0 S Z
How much and what type?
Chapter 2.2
(fill in colored boxes)
&
Exempt Non -Exempt
2
Replaced Z
See Definitions, Handout pg 9
Figure- C
Figure-C, Handout pg 7
.
'
Examples, Handout pg 10
3.
New
4
Total Replaced +New (Non -Exempt)
(add numbers in blue boxes)
Land -disturbing activity area
Supplement
See Definitions, Handout pg 9
Chapter 8
sf
Grading, Fill or Excavation
-Z G `( 0 2 710 sf
Area
Will project convert'/4 acre or
more of native vegetation to
❑ YES
NO
lawn or landscaped area?
Proceed to the Proiect Classification Chart (Figure D, pg 8) and use the data collected above to follow
the flow chart and determine the classification of your project.
❑ Large Site (Handout E72a) ❑ Small Site (Handout E72b) kminor Site (Handout E72c)
Irk An nZX-(_J
Revised on 719110 E72 - Stormwater Management Erosion Control-FINAL2 Page 5 of 11
`—
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
PROPERTY OWNER: ERIK 4 JILL DOBSON
PROPERTY ADDRESS: 10211 - 244TW ST. SIU.,
EDMONDS,WA 98020
TAX ACCOUNT PARCEL No.: OOSSIIOOOW400
HEIGHT CALC'S
A ■ ►96b'
B a +99.1'
C a .100.9'
D a •96.9'
AVG. GRADE ■ .985'
ACTUAL RIDGE a +1183'
MAX. ALLOWED ■ •1235'
LOWEST FTG. ELEV. a •91.9'tI
LOT SLOPE: 4% TO 69•
FRONT PROPERTY LINE
TO TOP OF BLOCK WALL
ADJACENT TO
PROPERTY LINE
61Rf V I Nlo 4•2-Cy"
SETBACK
FENCE, TYP.
(ASSUMED
AT f2)
al
� n
.O !D
J
=� • C .1 GRADE
CONTOURS
s I
v?I
PROPERTY AREA ■ Ilow SO:. FT.
(1965) ORIGINAL ROOF AREA (RESIDENCE/CAVORT)- 2,433 Sa FT.
(2011) NEW ADD'L ROOF AREA (OVER EXIST. GRAVEL AREA)- 218 Sa-FT.
(1988) SHED AREA a 144 Sa FT.
(PRE-1995) GRAVEL AREA (OUTSIDE OF ROOF EAVES t LESS
NEW ROOF AREAS) • 2,685 Sa FT.
(1965) DRIVEWAY AREA ■ 211 Sa FT.
(PRE-1995) BLOCK WALL AREA ■ 195 Sa FT.
APPROVED R oLANNING,
WORK T14I5 PERMIT,
(AREA SHORN
SHADED)
PROPOSED 183
FT. ADDITION
B.O.W. a ♦913'
T.O.W. 4-94.1'
ZONING tu
SETBACK d) 96
LINE /
GRA5S/PLANTERS
I
R
A P\-
bl \
GRAVEL \
1411 \\
I
I'
LGRA55/1'LANTER5
AP v U-2-0 AS MOTED
Ka ItiJ-A-0
17 Z B o1W. _ •923'
f2 a 109b't ;AI �i T.O.W. a •94.9'
� d)
«)
X LN
w
— `^ QQC - SHED -'
LL PLN BLOCK WALL
D 9 GRASS PLNT
.-3 m
G PLANTER
_LROCKERY
SETBACK
I
� c I
i • �\� \�N '� T.O.W. a +101.0'
T
-
I
w
d)
v
in
ELECTRICAL,
`r
TELEPHONE,
GABLE WIRING
ABOVE GROUND
WATER METER
G
SET DATUM POINTR E C E I Q
E D
244th ST. S.W. OF STREET MAR 14 2011
PROJECT TRUE I BUILDING DEPARTMENT
dazbl fD( SITE PLAN CITY of EDMONDS
®® ® SCALE: I" . 20.0'
NORTH STREET FILENORTH
'flacaa fons5►OVA S vrc8
/-* Naaako- at so►1
wP wA*%4L 0.11 d%a�W i--cd ,5
Lonk65 +o rco%a+n 5ra.r-cA'