10624 243RD PL SW.PDFiiiiiiiiiiii
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10624 243RD PL SW
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
Name:- ��.� �.
Date: / s t .S
Site Address: 10 (Q Z 2�-4 3 `� PL S L�
Tax Parcel: oaS --(9c>O 1 O 36 O
Project Description:
Plan Check #:
Reduced Site Plan Provided: (YES /0
Zoning:
Map Page:
Corner Lot: (YES / !01
Flag Lot: (YES
Critical Areas Determination #: �4 20 ty I
❑ 'Study Required
Waiver
SEPA Determination:
Exempt
❑ Needed (for.over 500 cubic yards of grading)
❑ Fee ❑ Checklist ❑ APO List with notarized form
o- Required Setbacks
Street:
Side: �— j w
Rear: (S S
ActualSetbacks
Street: 25
Side: 8
Side:
Rear: "7S
❑ Detached Structures:
❑ Rockeries:
❑ Fences/Trellises: .
❑ Bay Windows/Projecting Modulation:
❑ Stairs Deck:
Buildin He[ ght
Datum Point: C�}�1; ( ;.5� . 5
Datum Elevation: k OO'
Maximum Height Allowed:
Actual Height: i-L-I,
Other
Parking Required: Z
Parking Provided: 2
Lot Area:
Maximum Lot Coverage: 35% Proposed: (g of
Lot Coverage Calculations
ADU Created: (YES
Subdivision: o1 L�
Legal Nonconforming Land Use Determination Issued: (YES /�Q
Comments
Plan Review By:
Planning Data Forth 07-14-09
IFf llc_/Qc,�Q Ell Ec Elven.
:
City of Edmonds MAY 1 12615
DEVELOPMENT SERVICES C
Site Classification Worksheet CITY OF EDMONDS
Page 1 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 I or Category 2), or, a, Minor Site., Please reference the Glossal (1;p. 10-11). Figures D and
E, (pp. 8-9). and Examples (pp. I le- 12), to assist with completion of this worksheet.
1) Is Permeable Pavement' Proposed For Use on this Site?
EJ Yes. 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.
A
2) Determine the Amount and Type of Existing & Proposed Impervious Surface for. the Site..�z,..
Refer to Stonnwatqr 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 conditi ofis. Refer to the Glossary and Figure D.
Line 3: Identify the New Impervious Surface Area for your project. All impervious created post July 7, 197.7 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 existinacity-approved stormwater management system.
Line 6: Enter the sum of the value in Line 4 less the value in Line.5 to identify the total Regulated area in which
stormwater 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 mitikated through conventional Stormwater MariaAeffient Techniques.
izl
e on for the proposed roject Provide a copy of the following tabl. the drainage plan sheet e ropos p
Line
:__Type--
Area (square feet)
--17—
Non -Regulated.)
Exempt
Regulated
Replaced
F
:J 00 s
3.
4.
17
New (Post 1977)
Total Regulated Impervious Area
Mitigation required ifin excess of 2000sf
+ .
S.
6.
Total Area Mitigated by Existing Stormwater Management System(s)
Regulated Area Not Yet Mitigated
7.
Area Proposed to be Mitigated by Low Impact Development Techniques
8.
Area Proposed to be Mitigated through Conventional SWM Techniques
(e.g. porous asphalt, porous concrete, paver blocks, concreteopen celled paving grids, or plastic lattices fill ed with turf or stone)
Revised on 310512012 E72-SWM_Erosion_Control-03.05.12.doc Page 5 of 12
f
City of ,Edmonds
Site Classification Worksheet
Page 2 of 2
tp
� '"Q• � Ryo
W
W
SD
SD SD----
S0� SD—•—_. SD— Sp_� mry
SD Ste— -- SD SD �1
�. SO �� _ S� SD ---_SD _SD— — Sp-_—_�D sspp SQ, SD------ SD � SD
ASPHALT GUTTER/SWALE� D�25OA
243RD RIM )12" 1
v�i (N,S)12" CMP=297.96
N
-- SS
PL
CJ � �k
SS SS SS SS -- SS SS SS SS L1 I min fl
ss En
SS Ss SS SS SS SS SS S3 SS ,I
ASPHAIJT GUTTER/SWALE SS SSSSv SS —
'
I RIM=300.57
�_ m` I CTR CHNL=291.37
SS SS SS SS SS SS
SS SS SS $$ SS 9?�'— SS-�`�kJ�- -- -- -- 825�A _- I .ti,
SS = 99.83 I�y�
( UM POINT 12 C = CD _SS_
I
O PP :99.8 ER POSSIBLE LOCATION %�
� SURVEY BENCH MARK I SEWER LINE BASED ON
1+100' @ DATU EL=300.99 CALED LOCATIONS PER
I CITY OF EDMONDS GIS
SET REBAR AND CAP
LS#15025
NOTES:
0
o I
I (E) DRIVEWAY
- SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR MORE DETAILED
Q
}
�� TO REMAIN
EXISTING SITE INFORMATION INCLUDING ADDITIONAL DIMENSIONS,
Y
I- U
ETC.
o
- ALL (E) PAVED SURFACES EXISTED PRIOR TO 1977 AS THEY WERE
o U
I
BUILT WITH THE EXISTING HOME IN 1957.
`�
LO
`"
o
- (2) SHEDS (TOTAL 227 SF) ON SITE ARE ASSUMED TO HAVE BEEN
(E/P) GRADE:
BUILT AFTER 1977 (ACTUAL CONSTRUCTION DATES ARE UNKNOWN).
N
I (A= s
> PER DATUM) h
BUILDING HEIGHT CALCULATIONS
I
�_..._.� �' _— —
B = +98.87ti
C = +99.17 7'-7 1/4" +i- (P)
D = +98 77 ADDITION TO PROP 1
LINE
AVERAGE GRADE = +99.07' 217.9 S.F. ADDITION @ GRADE LEVEL
(NET FOOTPRINT INCREASE FOR LOT
ACTUAL = +123.02 COVERAGE INCL. CANTILEVERED PORTIONS
MAXIMUM = +124.07 (41.64 SF) @ ADDITION ABOVE = 259.54 SF)
684.4 S.F. ADDITION @ UPPER LEVEL
E IMPERVIOUS SURFACES
TYPE
COVERAGE S.F.
LOT COVERAGE
BUILDINGS
1,486*
15.72%
EAVE LINE
383
CONCRETE
620
ASPHALT
1295
TOTALS
12784
*NOTE: 227 SF OF BUILDING SF TOTAL ARE SHEDS
BUILT AFTER 1977. ALL OTHER (E) DEVELOPMENT IS
PRE-1977 (SEE NOTES ABOVE).
P IMPERVIOUS SURFACES
TYPE
COVERAGE S.F.
LOT COVERAGE
BUILDINGS
1745.54*
18.47%
EAVE LINE
491.1
CONCRETE
600 SOME AREA CONVERTED TO BUILDING)
ASPHALT
295
TOTALS
3131.64
*NOTE: 227 SF OF BUILDING SF TOTAL ARE SHEDS
BUILT AFTER 1977. THE PROPOSED ADDITION ADDS
259.54SF OF NEW FOOTPRINT AREA AND 108.1 OF
EAVE AREA. IT ALSO CONVERTS APPROX. 75SF OF (E)
CONCRETE DRIVEWAY (BUILT 1957) TO BUILDING AREA.
ALL OTHER (E) DEVELOPMENT IS PRE-1977 (SEE
NOTES ABOVE).
'Cbw
vo, m'0
Wjq
SD--- Sp SD
SD SD SD
SD
WM 0 RON PIPE Q I
3E OAS OF
N 87_54'18" — 70.00' OPERTY OR
m
RELOCATE I I
PER CODE 28" FI10 Q iN
PATH
�1
FIRO 18" y I
Q (2) STEPS UP TO
I
/ (P) NT ENTRY
, 4"
LAN NG FROM (E)
P
PAT )Ce
I
(E/P) GRADE:
34" I(
298.7'
(B= +98.87'
+
PER DATUM)
,gym
--..SELBACK
17'-6" SIDE YARD
EAVE LINE
I
SETBACK
(217.9 SF OVER NEW FOOTPRINT AREA
BELOW + 41.64 SF CANTILEVERED AREA +
424.86 SF OVER EXIST. HOME FOOTPRINT) i sty r' t 2'-1 1/2" +%
t
UPPER LEVEL CANTILEVERED AREA, � ,� �, 25'- (E) EAVES
TYP. (SEE ARCHITECTURAL DRAWINGS I Y I TYP.
FOR MORE INFORMATION) i (E) SINGLE FAMILY
RESIDENCE (ZOtJED RS 8) \ (E/P) GRADE:
/ O @ 10624 243RD : L SW, (C=
(E) CONCRETE a1' 1 (C+99.17'
LANDING/STEP TO EDMONDS, WA 98020 \ PER DATUM)
REMAINCb
10�
Le
�0•." . ` e� y O
.� �N• a'b' Iri
I(E/P) GRADE: . a I / S
O.
1 298.6' 1 :p A :: '' F p "' s �ONCRETE" ,' • A �• A. 0
(D= +98.77' U.. W
1 PER DATUM) A " a POE�Ca/LANDING/STEPS .
b
N
0
6" DEC I O
7'-6" SIDE YARD
SETBACK 1
SET REBAR AND CAP
LS# 15025
SD SD SD
I I
8" DEC I ^g
1
Y
I
m
wl
co
0 I
I
QI
i
ouj
�I
z1
6" DEC I
I
3� 0 NI
Q P� 00�0 " ll� o I
GJO 12" DEC I
0 0"
o?��Sl ! i
42,FIR V I
N 87'54718" W 70.00�
c•�
SD SD SD SD SD SD D SD—
c�
c�
SET REBAR AND CAP
i S# 15025
ra
6— — — — — — — — — —.
—.
SD
SD
D
SD—
0
Appli-ant shall rDPnir/repigc,,, all damp. it to�
trfilitles or frontage im,+::"O r.•.mcmts ii•I ; }y
rU tll-CJf-INay per City' 14: tht i3 U L;_'.r d
Or f)=um during tho er,r;itt Mary ;n
c#
JWNER/CONTRACTOR RESPONSIBLE
FOR LOCATING ALL ON -SITE UTILITIES.
RELOCATION/REVISION TO ANY UTILITIES
MAY REQUIRE SEPARATE PERMIT.
ALL EXt' OF'ED SUFrFAC 7� TO
BE COVEWD WITHIN 2 D i"3
ENGINEERII G DIVISION
P� O\'1=U + S NOT
�Date:�(�
mm T Em
m
' .
7--
0 1 1
APPROVED BY PLANNING
WISE
DESIGN
DESIGNER / AGENT
3252 26th Ave West
Seattle, WA 98199
206.283.1411 office
206.283.0157 fax
425.922.8340 cell
sjw@sarawlse.com
sarawlse.com
10624 243RD PL SW
EDMONDS, WA 98020
PERMIT
DRAWINGS
PROJECT #:
XXXXXXX
SUBMITTAL DATE:
11 MAY 2015
COPYRIGHT 2015
SARA WISE DESIGN
SEATTLE, WA
CONTENTS
SITE PLAN
AVERAGE GRADE/
BUILDING HEIGHT &
LOT COVERAGE/
IMPERVIOUS SURFACE
CALCULATIONS
REVISIONS
CITY STAMP
Front
Sides
Rear
Other
---; _.
_•Zs
7FRI
MAY 1 1- 2015
DEVELOPMENT SERVICES CTR.
" r„ nc EDMOND;
I"TREET FILE
-a,,�an,sa5"71