20631 82ND AVE W (2).PDF111111111111
7561
20631 82ND AVE W
ADDRESS:
TAX ACCOU NT/PARCEL #: 0,�969c,'2 5�5;'
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: El Conditional Waiver Ej Study Required El Waiver
CRITICAL AREAS #: DETERMINATION: Conditional Waiver E] Study Required Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
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) #:
GEOTECH REPORT DATED:
STREET USEIENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
L:\TEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
PLANNING DAV
SINGLE FAMILY RESIDENTIAL
=FILE I
Name:
Date: ko/aRth C)
'Doc
Site Address:
acco a I Rand Ave. \,J
Tax Parcel
Project Description: kl\oos.-�. I %e) C-k4-&d1,0 \eD 114-AVlan
Check #: 16LZ)a0\00-7,3,
Reduced Site Plan Provided: NO)
Zoning:
Map Page:
Corner Lot: (YES
Flag Lot: (YES
Critical Areas Determination #: QRAAn�nogpq
El Study Required
Waiver
SEPA Determination: Cxe-,y%,p,-)c -fL/ e"�o�c- y",% cP
I
n
�<Exempt I
El Needed (for over 500 cubic yards of grading)
0 Fee 13 Checklist 0 APO List with notarized form
Required Setbacks
Street:
(W-4)
Side: ,) _7. �
1
-
Side: &,
)
Rear:
ActualSetbacks
Street:
(\,j 'T1 *�
Side:
(N) q.
Side:(,) -61
E)'
El Detached Structures: 14ocNe- ellotr.,
El Rockeries: Ator\e_ !��oczt-j .
C9 Fences/Trellises: E:>c sk, -0 .
% r\-�, e-4-\C-P- S\
Bay Windows/Projecting Modu"aion: \/o,-.,e_
Stairs/Deck: 9,-0�?c>---secJ cle-6& 9"cnc, o,
Height
Datum Point: SS Lid ,m Vorl Ave-, CeQ"—,�t% X
levation: + yz:�t. ci-7
Maximum Height Allowed; -D 15:/ Cycy-. I
Actual Height: qS-C,_ ell)
Other
Parking Required:
a
Parking Provided: or\e, 'r% c,-&-r-Fcr-k "d
�t COCSL
Its Jr-,%,062-
LotArea:
Maximum Lot Coverage: 35% Proposed: -
Lot Coverage Calculations: To-�
S�, ed P4
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES NO) 'Per Cm-��
1"c'u"Se,
Comments
V0 >,
re-,:-%?e-c--V �o aN-r-eeA- 4 %Icle-
C DS I.
I F
0
I
S�C& Zt4,6-Z--�, -�-�d
Ptanning lo- 9
J7�4,
Plan Review By: \a
uoo,,� -� ��e- ,,c,,-/eD(
9�C-V->C, V4 F-CZ%.
73 2--
,�T�&31 e-2-pt-) Ove cJ
OV ED6,1,
City of Edmonds
Site Yassification Worksheet
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 Sit , Small Site (Categoq 1 or Category 2), or a Minor Site.
Step 1: Determine the Exempt Impervious Surface Area for your project and enter it on line I of the
table,(yellow box).
�j�: 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
El Edmonds Way Basin
Creek Lake Basin.
See Watershed Map
I Figure-13, Handout pg 4
or
7
Line
Type Area (square Feet)
Impervious surface:
Supplement
1.
Exempt
How much and what type?
Chapter 2.2
(fill in colored boxes)
Exempt Non -Exempt
See Definitions, Handout pg 9
Figure-C
2.
Replaced _,q t 5�e
Figure-C, Handout pg 7
3.
New
Examples, Handout pg 10
Total Replaced +New (Non -Exempt)
4.
s
(add numbers in blue boxes�)
Land -disturbing activity area
Supplement
See Definitions, Handout pg 9
Chapter 8
sf
Grading, Fill or Excavation
sf
Area
Will project convert % acre or
more of native vegetation to
YES
NO
I
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.
0 Large Site (Handout E72a) Small Site (Handout E72b), MVI?r Site (Handout E72c)
6_2
FILE OCT 0 8
Revised on 719110 5TE ment Erosion Conlrol-FEVAL2 Page 5 of 11
DEVELOPMENT SERVICES CTR,
CITY OF EDMOND$
FA
q�
NOTICE:
N'o ... W a rra nty of a.-ccu racy.
The information'shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
The city of �Edm.onds does not * warrant the
accuracy of anything set forth on these
map(�_)- Any person or entity -requesting a
copy should conduct an independent
inquiry regarding the information shown on
'm a p (s) , including, but not limited to,
the loc'ation of any sewer stub shown. Such
sewer stubs may or may, not exist and may
or may not exist at the location shown.
Neither the City of Edmonds nor its
emp-to-yee-s o-r office-rs -sh-all be I'lab.-Ile for the
information given on this map(s), nor for
ation provided based
any one represent
upon said map(s).
APPLICATION
VREET FILE for
The City of Edmonds SIDE SEWER PERNaT EASEMENT No . ..........................................
NEW CONSTRUCTION REPAIRS 0
.... WJ�
OWNER . ......... .... 7 ..... .............................. CONTRACTOR ....... .. WVVE.:�e .............................................................. PERMIT No..
ADDRESS ....... e-. P'. A Z.,51 . ....... B.Z.ALD ....... A.VjE�.: ........ OE.03 ...... LEGAL DESCRIPTION: LOT No . ....... :TeA2�1T...J.f ......... BLOCK No . ........... ...... ��7
. . .... ..... ... ..........................
NAME OF ADDITION ..... ........ .......... 4/0 ...... z ..............
it
0
C 0 1
/A; L I Ale
.2 -�-, 3ze /'
Approved:
DATE .... ? -774/ 7--6 .. 7 ..... By
.-I
CITY OF EDMONDS
AM TMEI�it
9-- -'�WATER-SEWER PAR
CI.VIC�XEN.T�E
ME SEWER PERMIT
-.-wirn work,
Can, PROsPoet �671IL97
is ready'for. 14SPETHOT�-,' '(No Inspec- 0
tionji'Satii rd aY�,'SUndaY-10r N.
1 00
3 - 4. r, Q
.................. ......
-2063 -,--._82nd..A ehue West
... ............ ... .................................. ...................... ............... ....... .......................
,0i)RESS ..............................
CTOR ...... Pwner .......................................
CONTRA ...............................
QWNEr___
Sep:�.- ........ . 19§9.... for ........................ days' to REPAIR or CONNECT a side sewer
Perinission is.granted ....................... .... governing. ordinances.
wifh"City -Se . weks,'in accordance wit1j'application on file and
ATTENTION IS CALLED TO THE FOLLOWING: Sewer . Contractor must
ty,-Iine. ;A lidensed,Side
s of tlie property MELY Obtain a permit, to construct sewer inside - proper fore it has been inspected.
NOTF.No. 17-The ownei ea. - Do not cover any portion of sewerbe
be employed to'construct. side sewer in street ar
s when You get permit.
regarling ordinance 11.16.030 and Regulations governing -side sewer
NOTE:,No. Z—O.btainjull, Information property line; minimum grade of 2%.
I -line and'12 InchesAnside'
'coverage at proper y
'"NOTE -No. 3—Top of- side sewer must have at least 30 inches
No,bsnds in grade sharper than 'A will be per - mitte . d. 'ig I Iria I I ition. Contracto . rs shall be responsible for
cond
--�Trenches- ln,street must be water I settled and surface of street restored to 01
NOTE -No. 4 may develop within -one year' of- completion
failure Le to improper work I which sewer or its a . ppur-
provided for in the permit, or to do any -work on the main
-NOTE No.'5—It is unlawful to alter or do any,other work than Is
tenances except to insert the pipe Into the wye.
L0
(o
L0
LO
0
(n
Found MIC, 1 3/4"
Brass Cap w/
Punch, Down 0.4'
_j 1?::
---------------------
1 40.00'
I
b
0
Ui
C
C
N
Go
40' R/W
Sear�_h for Monument
(Not Found)
S 89*18'56" E 687.32'
206th Street Southwest
ALI- EXPOSED SURFA�(,ES TO
BE GOVIERED WFHiN ? DAYS
Fence Intersection
0.14! E & O.&V N
111�446.4
Z 447.2
0.16'
I
C"O"Ll At;�C'
PLEhS15 aEFM
siTt_� P/_A10 F-De ��TYZUC-MM
"No * I i
a ita thint Jn 01A Fer,34 EPProwd �roccess ak6l be
4rPreted Til 200w;ng or permitting the
Paitintenanee of Any currently existifiF illeP4
nonconforming or unro, rm itted building, 1rimcture
ar site condition vrhi6 is Outside the OwPe of the
rI it I* inn. regardless of whether such
i app icat
umid1ding, structure or condition is ahown on the
si lan or drawing, Such buiWing, structure or
constion may be the stillved of a sertwe
enforcement scti#)n, 1,
RECORDING CERTIFICATE
Filed for record this —day of . I
20--at — — — — -- M in Volome—Qf Surveys
on Page—, Records of Snohomish County,
Washington at the request of BRENT EBLE
Auditor Deputy Auditor
S 89*15'55" E
Found MIC, 1 3/4"
Bross Disk wl
Punch, Down 0.8'
---------- ------
C,
J
T,-
0 y
V"-, lb c- �Je_-C>-'
Ic
0
Lo
04
cSi
L0
to
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1
MERIDIAN
PLAT
GRAPHIC SCALE
—20 0 10 20 4 1 0
60 111111111 Mid
(IN FEET)
1 inch = �20 ft.
LEGAL DESCRIPTION
THE NORTH 60 FEET OF THE SOUTH 395 FEET OF LOT 39,
WILLOWDALE GARDENS DIVISION 1, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 72,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
TAX PARCEL: 006143-000-039-05
PROPERTY CORNERS
P1 Set Tack in Lead w/ Tag, LS 30581, 2' Offset
P2 Set Rebar & Cap, LS 30581
P3 Found 1/2" Iron Pipe w/ Plug & no Tack,
0.27'_W,,, ___Q.25'__N
I U, -T-L" 1711411d ",loil 1111*1
M
N.-I INSTRUMENT'USED: SOKKIA SET 5 EDM
METHOD USED: FIELD TRAVERSE
00
APPROXIMATE POINT ACCURACY: ±0.05
F4 SURVEY MEETS.OR EXCEEDS STATE STANDARDS PER WAC
0
OWNER/GONTRACTOR IS RCESPV,';`�Z,,5LE 0 332-130-090.
FOR EROSION CONTROL AND DAMAGE V)
MONUMENTS SHOWN HEREON WERE VISITED ON SEPTEMBER 10,
2010.
THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE
RESULTS OF A SURVEY MADE ON THE 'INDICATED DATE AND
CAN ONLY BE CONSIDERED AS THE GENERAL EXISTING
CONDITION AT THAT TIME.
!=�EN�Gl NO EASEMENTS, RESTRICTIONS OR. RESERVATION OF RECORD
WHICH WOULD BE DISCLOSED BY A TITLE REPORT ARE SHOWN.
12- VERTICAL- DATUM — NAVD 88
DO; 12,z. //0 -CONTOUR INTERVAL — 2 'FEET
BENCH MARK, POINT NAME,.- 2704PO5: 2' Brass Disk set in
oon.o, 0-22' down in case, located at 76th Ave W 204th St
SW. Elev; 435.281.
Found MIC, 3/4'
IP w/ Tack, Down 0.7' SURVEY IN THEt
685.89' N.W. 1/4, S.W. 1/4 SEC. 19 TWP. 27N., RGE. 4E., W.M.
I
SURVEYOWS CERTIFICATE.
This map represents a survey made by me or
under my direction in conformance with the
re . quirem-ents of the Survey Re'ecyrding Act at
the request of RODNEY BADGEJ9 -.4
In SEPTEMBER 2010.
tZ
Certificate Zn�ber 30581
W1,
L 0-0
RECORD OF SURVEY 'RESUS
uiu
Rodney Badger NOV 22 �* iu
We St BUILDING DEPARTMENT
NOV 212 2010 20Q31 82nd Avenue 0" OF JDMONDF
('!IJILDING DEPAF.7%,AEN7
Edmonds, WA 98026
EMERALD LAND SURVEYING, INC.
PO BOX 13694 'MILL CREEKjWA 98082 PH..(425)3 5.T1UEwEwq" AU
DRAWN BY:
HUM
.
SHEET
CHECKED:
BLE
PROJEC
OF
10375
DATE:
U")
(0
0
LO
LO
M
Found MIC, 1 3/4"
Brass Cap w/
Punch, Down 0.4'
I
1
1::;:
IN,
S 89*18'56" E 687.32' Found MIC, 1 3/4"
Brass Disk w/
206th Street Southwest Punch, Down 0.8'
Fence Comer
0.10' S of PA
S 89*15'58" E '�'\/
-------- 1pi 4 4 _PUr--V"
6.87'
r
L0.92'
C,4
N
7.8'
—
0i
Carport '0
439.3
27.31 EM I
439.4
439.7
b
r
10.8'
V
0
------
(0
House
#20631 1
0.95' Eaves ID
b439
0
438.9
— 0.88'
0
14.041\1
GM 24.3'
I U
13 ' .18'
P2
6
_0_0-0-0
13—
S 89*15*57"
E
C
438.1
C
40' R/W
Search for Monument
(Not Found)
. RECORDING CERTIFICATE
Filed for record this —day of
20--at — — — — -- M in Volume —of Surveys
on Page—, Records of Snohomish County,
Washington at the request of BRENT EBLE
Auditor Deputy Auditor
.35'
mwe�
75.89'
125.33
S 89*15'55" E
Wire Fenc
—Fence' Intersection
0.23 ; , )/ 0.14! E & 0.64� N
P 2
446.4
Chain Unk Fence
F.
a
1.32' 447.2
3
'wV0.16'
C14
C�
to
to
I
i
I
THE NORTH 60 FEET OF THE SOUTH 395 FEET OF LOT 39,
WILLOWDALE GARDENS DIVISION 1, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGE 72,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
TAX PARCEL: 006143-000-039-05
W PROPERTY CORNERS
U)
Pi Set Tack in Lead w/ Tog, LS 30581, 2' Offset
0
P2 Set Rebar & Cap, LS 30581
C -1 all P3 Found 1/2" Iron Pipe w/ Plug & no Tack,
.E .,c - - -W-&-0-.25*-N- -------___ __ ---
-.0.27L
4-
0
to (A
0 . jj
00 a SURVEYNOTES
M
INSTRUMENT USED: SOKKIA SET 5 EDM
METHOD USED: FIELD TRAVERSE
00
C14 APPROXIMATE POINT ACCURACY. :1:0.05'
n
SURVEY MEETS OR EXCEEDS STATE STANDARDS PER WAG
0 332-130-090.
(n I
MONUMENTS SHOWN HEREON WERE* VISITED ON SEPTEMBER 10,
2010.
THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE
RESULTS OF A SURVEY MADE ON THE INDICATED DATE AND
CAN ONLY BE CONSIDERED AS THE GENERAL EXISTING
CONDITION AT THAT TIME.
NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD
f% MC rNlCr%l CEr% MV A T1'n C' 0170nOT ADC CUr%%AIKI
E C F—, V F��,
vyrllv�r_l VV ULAJ V
OCT 0
VERTICAL DATUM - NAVD 88
.1 , L,j
CONTOUR INTERVAL 2 FEET
DEVELOPMENT SERVICES !.-TR
C I T y 0 j �J;;
BENCH MARK:. POINT NAME: 27Q4PO,5-, 2"
Bras.s..D.isk
se.t in
cone. 0.2' down in case, located at 76th
Ave W
& 204th St
SW. Llev: 435.281.
FQvnd MIQ, 3/4"
IP w/ Tack, Down 0.7'
SURVEY IN THE.-
685.89
N.W. 1/4, S.W. 1/4 SEC. 19 TWP.
27N.,
RGE. 4E., W.M.
SURVEYOR'S CERTIFICATE
This map represents a survey made by me or
under my direction in conformance with the
requirements of the Survey Recording Act at
the request of RODNEY BADGEJ� j
in SEPTEMBER 2010. ffk—
Certificate Neml�e'r 30581
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'Wothin& in this ;nrinit, appi,rqt4 �razess shall be
iaterpreted T4 all6w;ngor permitting the
ra4intenance of any currently e%isting illegal,
`,onconforming or ungemitted building, structure
ar Bite condition whi is ou ide the mope of the
rrmit application, regard of whether such
Uilding, structure or con i ion is shown on the
siteTlan or drawing. Such building, structure or
iron ition may be the sutlect of a we.-,jrate
mforeement adion."
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OWNER/CONTRACTOR IS RESPUNGSLE
OSION CONTROL AND DAMAGE
\49'
07��ENGINEERING
6GAJ
Tt, L1-7WW1tZC-1
'PLAIQ� T-a(L
MAMILA)IMM roN-M
V
7 - -P
Zone Corner
777--�
DEC P, ( 2010
.�etbacks Reguired tj
Actual FIL
'Pp'r"-7-j�ArEW' T
Sides(
Rear (E) (L 0 PC6 C) PA -
Other -> --
ffs C--,c
Ex; SA P IkA) �11 L Mb 113 -00 0 - 03clk- D �7
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