18605 88TH AVE W.PDF111111111111
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18605 88TH AVE W
':"City of Edmonds
Site Classification
Page 1 of 2
R E CFE, 0 V E D
WorksheetMAY 2 9 2015
OEVELOPMENT SERVICES CTR.
Ov EL)41
The project's Site ClassificWh6dhilt Rictate Ilift&ific 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 GlossM (pp. 10- 11), Figures D and
E, (pp. 8-9), and Examples (pp. I I - 12), to assist with completion of this worksheet.
P,
1) Is Permeable Pavement roposed For Use on this Site? El Yes P<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 Existing & Proposed Impervious Surface for the Site
Refer to Stormwater 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 -Regulate plus the total New impervious areas.
Line 5: Identify the total area currently mitigated by an existing city -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 mitigated through conventional Stormwater 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
tq-s�
3g,
Exempt
Regulated
2.
Replaced
3.
New (Post 1977) 4 4 4 +
4.
Total Regulated Impervious Area 1
-4,
-a 9_-L
Mitigation required if in excess of 2000sf
5.
Total Area Mitigated by Existing Stormwater Management System(s)
6.
Regulated Area Not Yet Mitigated
" 02 'K
4, 21-o
7.
Area Proposed to be Mitigated by Low Impact Development Techniques
8
Area Proposed to be Mitigated through Conventional SWM Techniques
I (e.g. porous asphalt, porous concrete, paver blocks, concrete open cclled paving grids, or plastic lattices filled with turf or stone)
Revised on 310512012 E72-SWA�-Erosion—Control-03.05.12.doc Page 5 of 12
City of Edmonds
Site Classification Worksheet
Page 2 of 2
OV EDV
(P
Inc. ls()Qj
3) Determine the Total Area of Land Disturbing Activity 1100 sf
Refer to Stormwater Supplement Chapter 8
14) Detern-tine the Quantity of Grading, Fill and/or Excavation —cy I
5) Will the project convert 3/4 Acre or More of Native Vegetation to Lawn or El Yes No
Landscaped Area? 0
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. R Direct Discharge B. IN Creek or Lake Basin
ci Edmonds Way Basin
ci Puget Sound Basin
[i Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING TEE INFORMATION ABOVE
AND TBE PROJECT CLASSIFICATION CHART (Figure B, pg 4)
XSmafl Site - Category 1 El Small Site - Category 2 El Minor Site
"tormwater Supplement Stormwater Supplement Stormwater Supplement
Chapter 5 . Chapter 5 Chapter 6
Revised on 310512012 E72-SWALErosion—Control-03.05.12.doc Page 6 of 12
PLANNING DATA
SINGLE FAMILY PESIDENTIAL -
F=IM
Name:
Date:
Site Address:
99& Ave-, \,1
Tax Parcel: 8110 0000 1000r,
Project Description: 1Z)er-,,e, A
Plan Check#:
Reduced Site Plan Provided: (YES
Zoning:
Map Page:
Corner Lot: (YES
Flag Lot: (YES ONO
Critical Areas Determination #: cA�kA3,e-iC9DjCf-K0
El 'Study Required.:
Waiver
SEPA Determination: 9X70,Pk
Exempt'
El Needed (for over 500 cubic yards of grading)
El Fee 0 Checklist 0 APO List with notarized form
Required Setbacks
Street:
64) 2-6-
(N) 10
Side:
Rear:
ACtUalSetbacks
Stre et:
�lde,,,,). 10,
Side: to
Rear�.) 5q. 51
El Detached structures:
El Rockeries:
11 Fences/Trellises: N o f% e- 3�%6 "i r�
EJ Bay Windows/Projecting Modulation:
Stairs/De A-
Height
Datum Point:
Datum Elevation:
100,1
.
Maximum Height Allowea-�
Actual H eight:
-A�
Other
Parking Re quired:
Parking Provided:
Lot Area: ,a,
\J
Maximum Lot Coverage: 35% Proposed: ;Ll.y-7
a q
go",-%Zz 1,3 I q.
ve culations: ILI
Lot Co rage Cal x,,l ls-r. 4 1 mo
Add.4-*.. C-a vriid N�%c 62.33 J*
ADU Created: (YES
Subdivi s ion: L.-A I
Legal Nonconforming Land Use Determination Issued:. (YES
Comments
Plan Review By:
4
Planning Data Form 07-14-09
NOTICE:
- y. �-Vf -a::: �c - C-
r �ra �n
w
The information shown on the attached
e by the UtY Of
map(s) was compiled for us d Consultants.
Edmonds.; its Employees an rrant the
Th.e City of �Edm.qnds does not. wa
et forth on these
accuracy of anything s-
entity a
Map(�_). Any person or
copy should conduct an independent
inquiry regarding the inform-ation shown on
-map(s), Including, but not limited to,
th . e location of any sewer stub shown. Such
sewer stubs may or may- not exist and may
or may not exist at the location shown.
r';ty of Edmond-s' nor its
Neit-heir the k_.11
emp-'fo-yee-s o-r office-rs -sh-al'i be Via-b-1--e for the
information given on this map(5), nor for
any one representation provided based
upon said. map(s).
The City of Edmonds Water rvice Dmaing EASEMENT NO. - ...... ....... ..... ....... .........
NEW CONSTRUCTION REPAIRS;g LID NO . .................. ASMT. NO . ..................
OWNER........................ I ...................... 1- ................... ...... I .............. CONTRACTOR ........................................... ........................................ PERMIT NO . ....................
JOB ADDRESS ... 11.4.0.lr .. 7 .... 6.q.. w . .............. LEGAL DESCRIPTION: LOT NO. - .................................... BLOCK NO . ....................................
PWW-0001-11175 (REV.11/78)
NAME OF ADDITION ................... ..........................
...........................................................................
98 rly A VE. 141
Approved:
DATE .2.0-lb . ..... ............ By ... A'-.
. . ........
CITY OVEDMONDS
Call PROSPect 6-1107 when work
CIVIC CENTER WATER -SEWER DEPARTMENT Is ready for Inspection. (No Inspec-
SIDESEWER PERMIT lions Saturday, Sunday or holidays.) 2: 2779
ADDRESS ......... IOU ... . ... Utb --- AYO;Iqt� --- ��qAt
............................................................................................
OWNER ............. S . .. A M . ur . d . oc . k .................................................. CONTRACTOR ....... Kul, Inc.
.. .... .. .... .. .........................................................................
March 1 68
Perinission Is granted ............... .... _ ....... ......... .... 19 ......... for ........................ days to REPAIIR or CONNECT a side sewer
with City Sewers in accordance witli application oil file and governing ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE No. t—The owners of the property may 'obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must
be employed to construct side sewer In street area. Do not cover any portion of sewer before it has been Inspected.
NOTE No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit.
NOTE No. 3—Top of side sewer must have at least 30 Inches coverage at property line and 12 inches inside property line; minimum grade of 2%.
No bends in grade shaxper than % will be 'permitted.
NOTE No. 4—Trenches In street must be water settled Et�d 's rfa e of street restored to original condition. Contractors shall be responsible for
failure due to improper work which may develoup wfithin one year of completion.
NOTE No. 5—It Is unlawful to alter or do any other work than is provided for In the permit, or to do any work on the main sewer or Its appur-
tenances except to insert the pipe into the wye.
APPLICATION
The City of Edmonds a ow for
SIDE 819WIM PERItm
ILtmw CONSTRUCnON 0 REPAMS 0/ EASEMjU4T No.
?— / I-) / llx�
9:::� z:1
OWNM ... . ...... ------------------- PERMIT
�41xe .... ......... CONTPUCTOR .......... ...... .. tZ
- ---- ------------- ------
70
S ........ &
ADDRES iVe. - A.7 . 7 ...... LEGAL DESCRIPTION: LOT NO . ..... F .................................. BLOCK No . ...............................
.. ................... .........
.............
NAXE OF ADDMON ...
e:-IdIV- - - -4ASeW. 4145 . ......................................
APPRUVED
MAR 11868
Approved:
.A . ...... g./I I.L—r .............. 13Y ................
#P20
He No: -7 00-7
CA Fi ULA100
Critical Areas Checklist
Site Information (soils/ topography/ hydrology/vegetation)
1.. Site Address/ Location: r
2. Property TaxAccount Number: 00.5 9 610 10 0 0 0 2 0 0 '61-
3. Approximate Site Size (acres or square feet)-
4. Is this site currently d
eveloped? yes; —no.
If yes; how is site developed?_,
5. De:s7l7e the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
".1
7.
E-11
Rolling: slopes on. site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over. a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
Site contains areas of year-round standin g water: A" 49 ; Approx. Depth:
Site contains areas of seasonal standing water: ; Approx. Depth:
What season(s) of the year?
Site is in the floodway floodplain
of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
/v C) Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawn, shrubs etc)
1 1 . Obvious wetland is present on site: &/_0
For City Staff Use Only
1. , Plan Check Number, if applicable?
2. Site is Zoned?
3. SCS mapped s
4. Critical Areas inventory or C.A. map indicates Critical Area on site?No
5. Site within designated earth subsidence landslide hazard area? No
DETERMINATION
Y QUIRED WAIVER
Reviewedbv- RUMITYAAAM -.11 Date: C7)
#P20
City. of Edmonlds
Development Services Department
Planru'ng Division
Phone: 425.771.0220
Fax: 425.771.0221
The Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist - should be easily
available from observations of the site or data available at
City Hall (Critical areas inventories, maps, 'or soil
surveys).
Date Received: L--)1 (--L L' )
City Receipt #: . Li -6
Critical Areas File #:= 7-1171
Critical Areas Checklist Fee: $135.00
Date Mailed to Applicant:
A property owner, or his/her authorized representative,
must'fill out the checklist,. sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please subrmit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, 'in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City.of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infractim based in whole or part upon false, misleading, inaccurate or
incomplete information fumished by the applicant, his/her/its agents or employees.
By my signature, I cer* that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner as listed below.
SIGNATURE oF APPLicANT/AGENT DATE _6-11ZL6 7
Property Owner's Authorizatiod",
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this application.
SIGNATURE OF OWNER S�,14 DATE �- A9, 10
Owner/Appficant-.
SH '..I P, & A 3 /- � - . P, E: C
Name
14,06-- AVE,
Street Address
tp--�b M 15 101b5 (�A
City State Zip
Telephone: ' (� 4 2 V4:�
Applicant Representative:
04,'Ve'r-5Fa(
Name - -
4W L ey
Street Address
5,-C41(1r IYra 7
City State zip
Telephone: -9 7 4 -
Email address (optional): - Email Address (optional):
Cq
X
x
L— — — — — — —
— — — — — — — — — — — — — — — — — — — — — —
ROOF PLAN.
5cale Ile" = 1,0 "
I leell __100
Goo,steearth
metersi A
Match existing slope Match existing slope
(approx. 2112) (approx. 2/12)
L— — — — -- — — — —
C/(? 00
0
Existing
downspouts to
rn I splash blocks (typ.)
5 -------- n
I— — — — — — —I— — — — %+f-- — —
EX15TINO HOU15E.
1314.50 sI.
(main floor datum= 100.00)
— — — — — — — — — — — — T --- — — — — — —
SB L_ —513 1 L — 55 / 11 -513 / L--- C1, 513 L__.�
7F
ROOF PLANI 0,
,0�
I
(A
<
014
1_�
C102.15 5.f.
N ew L o e
OWNER/CONTRACTOR RESPONSIBLE
FOR LOCATING ALL ON -SITE UTILITIES.
RELOCAMON/REVISION TO AW UTILITIES
MAY REQUIRE SEPARATE PERMIT
SITE PLAN.
5cale 1'�--10'10"
Existing asphalt drive
and apron to remain
during construction
(P
QP
_Z
0
&S
Existing garage to
be removed
325 s.f.
Existing carport to be
removed
543 s.f.
New concrete driveway
_/�r;ppII:.^,.ant shall ropai,-/repInCj -311 damr.
t; '. . go to
LIM11M or frontage irnproveniII in o?,hi
ri,jh1-af_%qay pl,
.r jG
or 0=71.1i"a 111.11"119 the pe.nnitted"
Eric n], -
T_;
s f
ALL I1X'PX;1--D SUFWX--� 710 APPLICABLE GODE5:
M11. CIDIV�1-HpiD 1,4711'iiltl 2 =3'
OBTAIN ELEGTRIGAL
PERMIT FROM 5TATE
2U12
INTERNATIONAL BUILDINC7 CODE
2012 INTERNATIONAL RE51DENTIAL
CODE
2012 INTERNATIONAL MECHANICAL
2012
INTERNATIONAL FUEL 67A5 CODE
2012 INTERNATIONAL FIRE CODE
2012 EX15TIN&BUILDINO CODE
2012 INTERNATIONAL PROPERTY
MANAOEMENT CODE
2012 VNA5HINOTON 5TATE ENER&Y
CODE
2012 UNIFORM PLUMBINO CODE
2012
INTERNATIONAL CODE COUNCIL
5TATE AMENDMFNT5 A5
ECDC TITLE 1 q
OYSINER
5harol Freel
16605 bbth Ave N
EDMONDS, V,4A5HINr_7T0N qb02O
ADDRE55
15605 55th Ave PN
EDMONDS, VqA5HINr_7TON q502O
LEOAL DESCeRIPTION
LOT q, 5EAVIEVq MANOR, AS PER FLAT
RECORDED IN VOLUMN 15 OF FLATS,
PAGE 23, SITUATED IN THE COUNTY OF
SNOHOMISH, VqA5HINC7TON.
TAX ACCOUNT NUMBER
00566 100000"100/568100000"10006
C,0NTIRAC,10R
KASPER CONSTRUCTION, LTD
355qq HOOD CANEL DRA5340
HANSVILLE, VLA. q5340
Lic. # kaspecl q46qw
Contact: JAME5 KASPER
Cell: 206 45CI 1501
E mail: kasperstairsO mail.corn
- q
LOT CeOVERACK
LOT AREA
ALLOVqABLE COVERAGE (35%)
PROPOSED COVERAGE
TOTAL
PERCENT COVERAGE
SOUARE FOOTAC7E
1 process sh4be
illp
Xpretea as 8
ivIte d aTIN c" a Wdilaillgl
eviallt`,e tbe scop; Of the
: ,It, .
, i;,1e --hetliersuch
coldormIT19 a --is (
Ron itj()T1 wtll 11
site 01111 Or, the
or 1-cat;or, sshovm
permit app dit'011 stmetare 6%,
strud'Lxr'�' or clI b
or a
site 11mgLybe, the
corl tio r
f,,rSorcelftelit
C.Ow wed Pa.I 0
EXISTING HOUSE
ADDITON
OARAC7E
MAIN FLOOR EX15TIN6
ADDITION
TOTAL LIVIN& (heated)
LOT VATA
ZONIN6
SET BACK5
FRONT
51DE
51DE
BACK
HEIC71-IT 0ALULATION5
PO I NT A
POINT B
POINT C
POINT 0
AVERAGE
ALLOYqABLE
ACTUAL (see elevations and section)
12,6qq.00 S.F
4,444.65 5.F
6,1.33 5-9:
1,314.50 S.F.
q02.15 S.F.
436.00 S.F.
Q453.25_5,F_ 2" -11S7.
.2196- :tj.dj1r.
1,314.50 S.F.
q02,15
2,21-1.25 S.F.
RS-10
ALLOINABLE PROP05ED
25
25
10
10
10
10
20
55
qq.00
100.00
qq.00
qq.00
c1q.25
124.25
11215
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LU
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IMPERVIOU5 AREA
EXISTING
PROPOSED
HOUSF. (including overhangs)
.GO
S.F.
rf-
Xbo-1 1-1 u K C I OcLiAN 6 OV 944 MVPO
0
j,jqj,8-T
B.F.
S.F.
T�Vio IfNb wlk�c)
W ".00
0-
S.F.
cokUo Rf
W -
.0
S.F.
ASPHALT APRON
DRIVF-V,IAY U(*r C(A/I W
14.00
/1301
S.F.
S.F.
TOTAL
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-ILs
Frotit W _.;t
Sir
Sides jj15 _jq�__
(0
Rear
Other
HeighIt a5f
LNGIN
APPR(
IMPER\/IOU5 AREA5 5CHEMATIC PLAN
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N 6TREET FILE
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