22515 98TH AVE W.PDFlill iiiiiiii
9714
I
22515 98TH AVE W I
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
�LE
Name: (T-P �00000tao�
Date:
Site Address: C
Plan Check #:
Project Description:
Cb 0
Reduced Site Plan ProvicledqEP NO)
Zoning:
Map Pagp�-�
Corner Lot: (YES
Flag Lot: (YES 190
Critical Areas Determination #: 00
Study Required r6
El -waiver
SEPMYermination:
d&-Exempt
Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
—TSid(y.
st�Tt:
7.
S�e:
Ret—
ActualSetbacks
Street:
.-S7 —
Side:
-7,
Side:
Rear:
U/,betached Structures.51 e,
El Rockerie�:
El Fences/Trellises:
Bay Windnws/Projecting Modulation:
Q—S ip�e�:
Heigbt
Datum Point:. 5-k/ �:/j7")fftm
Elevation: 0 W�
Maximum Height Allowed:
Actual Height:7t-tft V-1 -2
Offier
Parking Required: - 2-,
Parking Provided:
Lot Area: -7�
Maximum Lot Coverage: 35% Proposed:
Lot C overage Calculations: A
ADU Created: (YES
Subdivision:z-,
Legal Nonconforming Land Use Determination Issued: (YES
7
Comments
21 L
A, lo3-
JSL+-
10 6-- !1�4y
Y. 7-9 2 ),1k6v4 G
Plan Review By:
0 V 4-
Planning Data Form 04-11-06.doc
City of Edmonds STREET FILE
Site Classification Worksheet
Page I of 2
The project's Site Classification will dictate the specific stormwater management
requirements applicable to your site. Completing this worksheet will help determine the amount of
regulated impervious surface and whether your project falls into the classification of a Small Site
(Category 1 or Category 2), or a Mnor Site. Please reference the Glossary (pl). 10- 11), Figures D and
E, (12t). 8-9), and Examl2les (12]2. 11-12), to assist with completion of this worksheet.
1) Is Permeable Pavement' Proposed For Use on this Site? F1 Yes 91 No
Refer to Stormwater Supplement Chapter 5. 1
If YES, the subject area is to be considered impervious for initial site classification purposes. Include total
permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface
areas in the table below.
2) Determine the Amount and Type of Eidsting & Proposed Impervious Surface for the Site
Refer to Stonnwater Supplement Chapter 2 and Fig. C
Line 1: Identify the Non -Regulated Impervious Surface Area.
Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt and Regulated; either or both
may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt
under certain conditions. Refer to the Glossary and Figure D.
Line 3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or
after the date of annexation into the City are regulated & should be included in this total unless they can be
categorized separately as a Replaced -Regulated area.
Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas.
Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system.
Lino: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which
storrnwater controls have not yet been applied.
Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques.
Line 8: Identify the total area proposed to be mitigated through conventional Storrnwater Management Techniques.
** Provide a copy of the following table on the drainage plan sheet for the proposed project **
Line Type
Area (square feet)
1. Non -Regulated
2_1 01 D
Exempt
Regulated
2. Replaced
3. New (Post 1977) 4 4 4 4 4 4 444
-P e� �� � —, �_, �_ � + , , , a I �- . I " � ", +W - � -.- �14
Total Regulated Impervious Area
4.
Mitigation requi d i
re f in excess of
+
—1.
5. Total Area Mitigated by Existing Stormwater Management System(s)
6. Regulated Area Not Yet Mitigated
0
vs-
7.
A ea Proposed to be Nfidgated by Low Impact Development Techniques
0
8.
Area Proposed to be Mitigated through Conventional SWM Techniques
1
0
I (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filied with turf or St. ReECEIVED
Revised on 310512012 E72-SWM Erosion Control-03.05.12.doc P
SEF Off 2014
DEVELOPMENT SERVICES CTR-
CI1Y OF EDMONDS
City of Edmonds
Site Classification Worksheet
Page 2 of 2
of ED&
A
A,
3) Determine the Total Area of Land Disturbing Activity sf
Refer to Stormwater Supplement Chapter 8
14) Determine the Quantity of Grading, Fill and/or Excavation $ 0 cyl
5) Will the project convert 3/4 Acre or More of Native Vegetation to Lawn or Yes [Z No
Landscaped Area?
6) Identify the Watershed the Existing Site Runoff Discharges to
Refer to Stormwater Supplement Chapter 2.3
Based on Site Location and Watershed Map — Figure-C. Check all that 4pply.
A. 5� Direct Discharge B. El Creek or Lake Basin
)�Edrnonds Way Basin
o Puget Sound Basin
[i Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE
AND TIHE PROJECT CLASSIFICATION CHART (Figure B, pg 4)
El Small Site - Category 1 7 Small Site - Category 2 El Minor Site
Stormwater Supplement Stormwater Supplement Stormwater Supplement
Chapter 5 Chapter 5 Chapter 6
Revised on 310512012
E72-SWM—Erasion—Control-03.05.12.doc
Page 6 of 12
LF-GTRICAL STRIKE F.L. +102'(7010 SLOPE)
+101.66' T 111 1 5 11, 1 +108.87'
UN e- 00
�z OVERHAII 5-5'
-1 --1 CHIMNF-Y TO BF- F;ZF-MCVF-P d) CHER5Y
+104.26' +106.C4' T1OBF= RE1,-AINEP
I F— F1
+ 51PF-YA SNACK -V-6'
17- Lot Coverage Calculations SF
ro5 Sl� R F -Ar-F- F
Lot Area 8,712
IOUs >
5URFACF- I /HF-I H 57LF- Total 8,712
FIRST OOR F-XI -
< (;�ERHAN,67
-X1 FERVIOU > Main Structure 1,040
2q SF DF-CIK ?a
Garage 468
4 70-E3F--REM 1�:CU
PERIVOUS Shed 48
Front deck 23
TO E REMO\/F-P-\
15 5F FORCH r Back deck 189
<
41— > Total 1,768
7K
Max Lot coverage allowed (35%) 3,049
LL
1768 SF < 3W9 SIF
NMVX IM RIVOUS--, V-
:205 SF il 566 SIF
lu REMOV L 1-71 Building Area Calculations Existing SF Proposed SIF
51 VIOUS RFAC.,
L'V4 IMPER
;f th Ave kN TO BF- RF-M�\�/ Conditioned Spaces
Q 153 $17 Y`IIIA�KVI
+ T M
501/0 FINE To et RF-MOVEP 2561 SF1 Basement 1,040 1,040
B RETA
INED FIN� First Floor 1,678 1,633
LU 0
E TO BE RE NEP Total 2,718 2,673
> 5TAI"F-L Total Replaced and New 65
'7T TO BE
I I'AINML./ 0!
—REMOV
<
2. Unconditioned Spaces
F-XISTING BA5f=MJNT ELEVATION
EX
3: OV FZHAII TO E Shed 48 48
RF-MOV ED
FIRST OOF, ELEVATION Garage 468 468
< DRAIN
Its) +110.1"1 Total 516 516
(z EKISTIW-7qq SF DRIV -FIRST FLq
0 — JEAA-� t- BASE HE16HT 12-0 M �OLIA
T T- a, - I
7
5.5% 5LOF;T I OVERHAN TO BE fZE NE-P Decks and Patios
Front Porch 153 23
A First Floor Deck 218 189
5TREF-T +12q.6-r -
CENTER MAX ��OF HF-16HT I Total 371 212
LINF- .42' 71 \--"
SDEYA�ZV SET 30"0 FINE
5.21�� FINE TO BE RETAII I
-r-5040 F—INE TO BE Rr-�AINEM +103.141 1 EXISTINIS I I I
BE RETAINEI�) 0
25, S14F-12 45 F � 1 103,14'+ 105.13'+ 106.04'+ 104.26'= M lk"141
32' -7
4
F-XISTIN& J
OVERHAN62' rj IZOC CtCK.'
El 418.54= 104.64'
556, -F. ��i� 3 �85 '53 q 2' 4
552, +100.93' 0 /0
CL.05EST STORMWATER MANAGEMENT
FIRI� HYDRANT
DATUM POINT +100' Per calculations below this project does not constitute large, small or minor site project according to
TOF OF 55�4ANHOL ECDC 18.30.050. The project does not involve a minimum of 500 SF of redevelopment with land
COVER 'I-, disturbing activity (Total new and replaced SF = 65SF)
Site Plan
Address of Property:
Owner:
Legal Description:
Assessor Parcel:
E
(D
15
co
22515 98th Ave W
Edmonds, WA 98020
Brian Billdt
WESTVIEW ESTATES BLK 000
D-00 - LOT 2 SUBJ ESE TO PUD
AND GEN TEL
00575300000200
OWNER/CONTRACTOR RESPONSIBLE
FOR LOCATING ALL ON -SR UTILITIES.
RELOCATION/REVISION TO ANY UTILITIES
MAY REQUIRE SEPARATE PERMIT.
Scale: 1/8" = V
1
Line
Type
Area (SF)
I
Non -Regulated
2,990
Exempt
Regulated
2
Replaced
0
57
3
New (Post 1977)
-> -> -> -> ->
+
8
4
Total Regulated Impervious Area Migitigation required if in excess of
2000sf
65
5
Total Area Mitigated by Existing Stormwater Management Systems(s)
0
6
Regulated Area Not Yet Mitigated
65
7
Area Proposed to be Mitigated by Low Impact Development Techniques
0
8
Area Proposed to be Mitigated through Conventional SWM Techniques_
0
Applicant shall repair/replace all damage to
utilities or frontage imprcivements in Clitty
right-of-way per City standards that is caos-ed
om,urs during the perrilftted pirciect.
CW"i ERi0ON-1'-.- fOR IS RESPONI
FOR EROSION GONffIROL AND DRIVINACE
AIDPRO�t--D PL,ANNING
Corner Flag
Setb LeA!�jred
z S- q0 - -S-
Front w
Sides v/5 aaa---11
Rear r-
Other
-7
No"'I N E E R I N GG
AAPP P P. 0
/(p
��LCOVA
RCHITECTURE
1725 Westlake Ave N, suite I 10
Seattle WA 98109
p. 206 418 6777
9764 REGISTERED
ARCHITECT
PIETRO OTEST
STATE OF WASHINGTON
Brian Billdt
Remodel
22515 98th Ave W
Edmonds, WA 98020
Permit Set
00 NOT SCALE DRAWINGS
Scale: ASSHOWN
Date: 110131/2014
File Name: 1306 - DD4.dwg
Job No.: 1306
Drawn: WM
Issue Record:
812212014Preliminary Pricing
9/17/2014 Permit Submittal
10131/2014 Cycle 1 Revision
Sheet Title:
Site Plan
Scanned
R F- 8 U B
OCT 3 12014
BUILDING DEEDpWA'OR7
F MENT
CITY 0 DS