20218 76TH AVE W.PDF6102
20218 76TH AV W
ADDRESS:
TAX ACCOUNTIPARCEL
BUILDING PERMIT (NEW STRUCTURE) #:
COVENANTS(RECORDED)FOR:
CRITICAL AREAS #: ,e/g'—J)/?��'DETERM I NATION: E] Conditional Waiver [I Study Required AWaiver
CRITICAL AREAS #: DETERMINATION: Conditional Waiver El Study Required 'E] Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: V- L6
9
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
PLANNING DATA CHECKLIST DATED: �OLqbf,
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
IBLOCK:
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
0 9
"J. PLANNING DATA
.�;ING_'Lt FAMILY RESIOEP4TIAL
STREET 7FI�E]
Name: 0 (V M C,
_fDate-__
Site Address: 7 CJ
Check #.- 2(50(�—O 17?
Project Description.
Reduced Site Plan Provided.- NO) oiling: _s
Map Page: Corner Lot- (YES Flag Lot: NO)
Critical Areas Determination ff:
1:1 Study Required
0-Waiver
SEPA Determination:
El Exempt
El Needed (for over 500 cubic yards of grading)
0 Fee 1_J Checklist 0 APO List with notarized form
Requlf ed -ks
(A ren I _% — -
StreeV- S_ Side?' Side- Rea
A cti fal Setbacks
Street: /0
Side:
Side.- Rear:
-2- '- ( r 3(
El Detached Structures: 4, 5-&YqqC4.�-
Rockeries:
Fencesff-rellises.- ox�'
Bay Windows/Projecting Modulation:
Stairs/Deck:
Butldi�ig Hetqht
Datum Point:
Maximum Height Allowed: -Z' 2
Datum Elevation: /00
Actual Height: 3
Other
Parking Required:
Parking Provided:
Lot Area: 'I r 2-00
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: 2
ADU Created: (YES /0
Subdivision: A/O
Legal Nonconforming Land Use Determination tssued: (YES / 6))
Comments
H
A-102.7 ew
9. %lq
6'- 100. 3 t z 7.
hl# - 10,6-Y + Ek Y--'t 2 (a a IL :- 13
Q0Plan Review By:
Ptaw" Data Form 04 -11 -06-d(X-
F- I
L
Storm Water Infiltration Report
FOR
Koopai Residence
20216 76' Ave W
Edmonds, WA, 98026
--4 �*"? .2". 1 j6-1 DI
NAL
EXPIRES 9 =*P
?I' xz�'Xe G,-
-2z-L�'o is -C - C*111w-
&bC)i I +- -Q 4Y-MCI&M CG Engineering Project No. 07123.20
a- x �" . .
4&, Telax
G+IWC4�c �Z�01
�Aousstt d�hveua�.=- 2&44�
ENGINEERING
2504 1h Avenue S, Suite 200
Edmonds, WA 98020
(425) 778-8500
RECEIVED
JUN 18 2007
PERMIT COUNTER
E
Project Scope
The goal of this project is to successfully infiltrate the increased runoff on a site caused
by the additions of new impervious areas, specifically a new house and garage.
Percolation tests were performed onsite by CG Engineering. Attachments in this report
include copies of the measurements found in the field. Test pits of approximately 30" in
depth were dug in 3 spots.
Calculations have been completed for the infiltration trenches. Overall, it was
determined that 2 V of 2'x 2' trenches would be needed. To accommodate this
requirement, two 15' trenches (3 0' total) have been proposed. The trenches would be
installed on the east and the west side of the proposed house, with each accommodating
half of the roof runoff.
Utilities shown on the plan are for general information about their probable locations. A
more detailed design will be required in the future.
Attachments
• Aerial Photograph
• Site Photographs
• Infiltration Calculations
• Civil Drawings (11"xl7")
"LiV 01 Zu-�10'10th Ave W Edmonds, WA by MapQuest
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MAPMJFS'T
20216 76th Ave W
Edmonds, WA 98026-6802, US
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ENGINEERING
Description
By
Dat
Checked
Dat5��
Scale
Sheet; No.
250 4th Ave. South
Suite 200
Project
Job No.
Edmonds,WA98020
ENTER [d:j[pathlfilename[.e'XtJ OF PRIMARY DESIGN INFLOW HYDROGRAPH:
10dev
PRIMARY DESIGN INFLOW PEAK .03 CFS
ENTER PRIMARY DESIGN RELEASE RATECcf93"%7
0
ENTER NUMBER OF INFLOW HYDROGRAPHS TO BE TESTED FOR PERFORMANCE C MAXIMUM):
ENTER [d:][path]filename[.extj OF HYDROGRAPH 1:
10dev
ENTER TARGET RELEASE RATE(Cfs):
0
ENTER: NUMBER OF ORIFICES, RISER-HEAD(ft), RISER-DIAMETER(in)
0,2,12
RISER OVERFLOW DEPTH FOR PRIMARY PEAK INFLOW = .02 FT
INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 198 cu-FT
PERFORMANCE:
DESIGN HYD:
INFLOW
TARGET -OUTFLOW
ACTUAL -OUTFLOW
PK-STAGE
STORAGE
TEST HYD 1:
.03
.03
.00
.00
1.97
24
.00
.00
1.80
SPECIFY: D -
d
DOCUMENT,
R - REVISE, A
- ADJUST ORIF,
E ENLARGE,
S - STOP
PERFORMANCE:
DESIGN HYD:
INFL OW
TARGET -OUTFLOW
ACTUAL -OUTFLOW
PK-STAGE
STORAGE
TEST HYD 1:
.03
.03
.00
.00
.00
1.97
24
.00
1.80
76
STRUCTURE DATA: GRAVEL TRENCH/BED (30 PERCENT VOID VOLUME)
RISER -HEAD
2.00 FT
ROUTING DATA:
STAGE(FT)
.00
.20
.40
.60
' 80
1 00
1 20
1 40
1 60
1 80
2 00
2 10
2 20
2 80
2 40
2.50
GRAVEL -BED -AREA
40.5 SQ-FT
DISCHARGE(CFS)
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.31
.87
1.60
2.39
2.67
STOR-DEPTH
2.00 FT
=7=__l
STORAGE(CU-FT)
.0
2.4
4.9
7.3
9.7
12.1
14.6
17.0
19.4
21.9
24.3
24.3
24.3
24.3
24.3
24.3
STORAGE -VOLUME
24 CU-FT
PERM-AREA(SQ-FT)
' 0
40 5
40 5
40 5
40 5
40 5
40 5
40.5
40.5
40.5
40.5
40.5
40.5
40.5
40.5
40.5
AVERAGE VERTICAL PERMEABILITY: 5.0 MINUTES/INCH
KING COUNTY DEPARTMENT OF PUBLIC WORKS
surface water management DiVision
HYDROGRAPH PROGRAMS
version 4.21B
1 -
INFO ON THIS PROGRAM
2 -
SBUHYD
3 -
MODIFIED SBUHYD
4 -
ROUTE
5 -
ROUTE2
6 -
ADDHYD
7 -
BASEFLOW
8 -
PLOTHYD
9 -
DATA
10 -
RDFAC
11 -
RETURN TO DOS
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S.C.S. TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1
S.C.S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES)
10,24,2
----------------------------------------------------------------------
S.C.S. TYPE-lA DISTRIBUTION
=YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP.
----------------------------------------------------------------------
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.
0,86,0.052,98,5
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
.0 86.0 .1 98.0 5.0
PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT)
.01 7.67 334
ENTER [d:][pathlfilename[.eXt] FOR STORAGE OF COMPUTED HYDROGRAPH:
10dev
R/D FACILITY DESIGN ROUTINE
SPECIFY TYPE OF R/D FACILITY:
1 - POND 4 - INFILTRATION POND
2 - TANK 5 - INFILTRATION TANK
3 - VAULT 6 - GR EL TRENCH/BED
6
ENTER: EFFECTIVE STORAGE DEPTH(ft) BEFORE OVERFLOW
2
ENTER: VERTICAL PERMEABILITY(min/in)
5
111 C. 1 S 9 "1
April 10"', 2008
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www.dedmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Mahmood Koopal
20218 701' Ave W
Edmonds, WA 98026
MEMO TO:
Edmonds School District
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget Sound Energy
SIR"EET VILE
Edmonds Fire Department
Edmonds Police Department
Edmonds Utility Billing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Lynnwood Disposal
Comcast Cable
Waste Management Northwest
GARY HAAKENSON
MAYOR
Please be advised that a new address has been added to the City of Edmonds Official map book. The
address of 20216 76h Ave W has been short -platted under S-06-040. The existing structure/address to
renriain as 20216 76"' Ave W, a new address has been added of 20218 76t" Ave W. Please see attached
map page 256.
Tax ID Number: 27041900119300, new parcel number for new lot created, addressed as
2021876 1h Ave W
If you have any questions regarding this letter, please contact a City of Edmonds Permit Coordinator at
425-771-0220. Please contact our office if you wish to be removed from future address change
notifications.
Sincerely,
T I I Tr4Q'
Senior Permit Coordinator
Edmonds Building Department
i_\remp\DST's\M aster Letters\New Address4/10/2009
Incorporated August 11, 1890
Sister City - Hekinan, Japan
-191—
26110 8400
-1, q8328 ILJJ G
.0
F-
2�0. .32�
1 1 , - § 8324
1�0!
83 w �Z
"303 19807 �3 ll�.O (D
00
'* S\ 11
NII 8304 -4 8303
8303
A,
83RID AVE -W
�227
20223 b? I G I G 2
20301 2011
8
010
8304
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08
0115 8220
82NO. PIL W 82ND PL
6216
8209
20036
20308 20220 20 30 2003 82NO AVE��
T:.
IS 0
8
0222 2012
8113
8116 8120 ML—i-
20 24 20126 ii St PL'
sill 02 W7
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20 26 20 24 § I 1 5
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61 STAVE W
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20301 20117 sole -�H P V
'0 1 �33 LI,
20227 '9
20229
8004
8002 8001 20-1 2.111
8006 8005 20116 20118 1110,
®R
- -------- 7929 60TH VF 80TH AVE W .80TH AVE
19919 7924 19729
1.2e 20111 7918 7928 7..7
1 7923
79
7918 7921
Me
20115 7916 7926 7922 7923 '9 8
7906 7907 7 7916 I'll 7111 7.29
7911 5-
-- MI 7�12 7916 7
2011;
VE W 7915 '- 7922 51
7909 7832 78 7907 7905
20407 7906 7901
-- 7826 7831 7900 79 7914 7913
7902 7821 7824 7823 7828 ---
N — — — — 7833 F5101
7819 — ---- 71128 711.01157W9 30 * 7828
7820 7822 782 .27 78
7816 7815
7024 --- 7920 78
7815 32 7824 71113
7820 -- 781 7020
7809 7812 7809 7808 LM. — 7618 Villa Do ROY ----
7812 -- 19808 7810 7812 7R14 * M6 Copperfleld
7805 7soa 7807 7811 1 7811 7808 StH PL W -- - ----------- 821 7823 7825
-- --- Alpine Day Care
19805
7728 7805 7804 78.3 — 7806 7802 71101 1803 7805
7802
7803 77 1 - - ---- --
V77,e-l' 7731 7740 7731
-- 77-
1 7726 7727 ---- 30 7729 7730
Icr— �' + 7812 1 .
— — - 772" 7721 7724
'17 Z- -Z� 7720 7719 -- -- I — 7714 Olympic we� �77le 7 '7 7724
-- 7715 — — 7 7-1 JO 7715 1 19808
7713
MH PIL W. 7714 7,1
09 7710 7712 7 7716
7709 __7709 19807 — --- —
77il 7709 �j ZI Olympic
g s we., 7707 7708
77TH A E� 7702 7704 7703 7670
7701
7631 7615 '7824 7660
7 1 IM- 7628 71
7625 -- 30
7 2 7e
623 - 7619 7640 7819
0 6
:r 7620 7617 M5 76 1 7613 7620
7618 7618 N 00
a; — — Cn
7 a
=r 2!1 7609
1.14 §
h 761 j 19
14
76TH A W
'F7 S 2 5
5
1 ;3 1 - T 1 11 T I I
DEPAj MENT-OV131JILDIN, S
R" kiib`
PERINTE NATIONAL E ENTIAL CODE,.SECTION R1 10
N
T11
AT: 20218 76 AVE W Building Permit M 2008-0179
Occupancy established by this certificate: R3., Dwelling Units:
No. Stories: 2 Basement: N/A Type of Construction: VB
Owner of building: MAHMOOD KOOPAI & RA2,16H M'O-H'AM'MA'Di'.--
N;
T
The Single Family Residence at 20218 76 ' AVE W Ed"m*6'hds,*; as been -,inspected and approved complying with the requirements ofthe
2006 edition of the International Residential Code as ado- ted:by Ihe-, CitV.-'-fdr-the'gro'up and division of occupancy and the use for which
P
the proposed occupancy is classified.
Issued this 5 TH day of MARCH 1 2009 _
Chief Building Official
By:
Any change of occupancy or use requires a b6ilding permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
I-q '. 1 B913
101
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website- wwwci edmonds wa.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
August 22, 2006
MEMO TO:
Edmonds School District
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC '
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget Sound Energy
Edmonds Fire Department
Edmonds Police Department
Edmonds Utility Billing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Lynnwood Disposal
Comcast Cable
Waste Management Northwest
GARY HAAKENSON
MAYOR
Please be advised that the attached address has been added to the Edmonds address
system:
20218 761h Ave W (Lot 2) Previously one parcel addressed 20216 761h Ave W.
Lot 1 will remain 20216 761h Ave W with existing home.
Occupancy: R3 Tax ID Number: (for short plat): 27041900110500
Subdivision: S-06-40 Lots#: 1 & 2
If you have any questions regarding this letter, please contact me at 425-771-0220 or
Zulauf@ci.edmonds.wa.us. Please contact me if you wish to be removed from this list.
0
Permit C�
Edmonds
Department
LVI'emp\DST'sWaster Letters\New Address8/22/2006
Incorporated August 11, 1890
Sister Citu - Hekinan- .1anan
"MI
OWNER/APPLICANT
LOUIE KOOPAI
20216 76TH AVE W
EDMONDS, WA 98026
CONSULTANTS
SURVEYOR
III B LND SURVEYS
2723 LEONARD DR.
EVERETT, WA 98201
425.330.9619
CONTACT. WILLIAM B. BRILES
CIVIL ENGINEER
CG ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WA 98020
425.778.8500 FAX 778.5536
CONTACT. R. MICHAEL SPANO, P.E.
EXISTING SIDEWALK, CURB, & GUTTER
SHALL BE REMOVED & REPLACED AS
DETERMINED BY THE CITY INSPECTOR.
-The City of Edmonds does not review, OPPrOve,
0
issue permits tor, or inped rockeri0t. Apprw-001
g those piano or inspection and DPPWW Gf
0 c
f these p4ans do" W 00"46tut*
vork Included in
w
city approval of roaeries. Construction of
rockeries is prohibited vAthin the CRY of
sterwAs and in
LEdmonds uncier certain circuulrn
E�
C;C
C8=1' at: C
noin sftuotion�:="vr ECDC 18.40.020
OWNER/CONTRACTOR 14,RESPONSIBL��
—Icl�OSIONCONTRQ-ANr),DRAINAGE,
n& nn' -7
)(OVE FENCE
Zw
x 30'
Lot
2x2O' INFILTRATION
TRENCH
10,
1 4! MAXHE(GHT
4' P VC
100-
-5.0' MIN. 12' YARD
DRAIN, TYP.
N 89*04!54' W
t
............................
1110iRLM
_E
WA
12
4 VC
SHEETINDEX
SP1.1
SP1.2
COVER SHEET & SITE PLAN
TEMPORARY EROSION CONTROL PLAN
LEGAL DESCRIPTION
THE NORTH 75 FEET OF THE SOUTH 474 FEET OF THE EAST 210 FEET OF
THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19,
TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. EXCEPT EAST 30 FEET FOR
TOGETHER WITH A SIDE SEWER EASEMENT, AS RECORDED UNDER
AUDITORS FILE NUMBER 8709020302.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PROPOSED UNDERGROUND
POWER LINE
FENCE SHALUEERELOCAlpr- 1
5' UTILITY PRIOR TO INSTALLATION ON \
EASEMENT ONTO FROM PRWERTY LINE
UIIUIltb IM LU I VL
0 84.00'
@ —0" @ 0 0
E E E—E
WA WA WA IWA A-
- - - - - - - - - - - -
3.0' MIN.
I I _/7 7 // /z
—WA-
Garage
(LAWN) EXISTING HOUSE
20216 76TH AVE W.
t?
fx2O' INFILTRATION
LU
189NEW111
TOP CATCH BASIN AT NW CORNER OF
76TH AVENUE SW AND 203RD ST SW
ELEV. 100.00 ASSUMED
CONTOUR INTERVAL 2 FT
V,AW141T OnInVr AF I
REPLACE SIDEWALK PER
CITY REQUIREMENTS
30.00,
PROPOSED WATER k "=::C
i4� :1 [IT, W
I
Applicant shall iepair/reAace all damage to
utilities or frontag? imprevements In City
right-of-way per City standards that Is caused
or occurs during thq permitted project.
INDICATION OF DOSTING
ADDRESS
INDICATE PROPOSED HOUSE
ADDRESS ON FENCE :8
EASTING POST OFFICE
BOX LOCATION
APPROVED POST OFFICE
BOX LOCATION
199TH ST SW
LOD
2 0 —0TH—S T—S—W—
CD
200TH STSW
=0
>
201ST ST SW
201ST ST SW
202ND PL SW
PROJECT SITE
203RD ST SW
204TH ST SW
LEr2END
DESCRIPTION
EXISTING
PROPOSED
SITE PROPERTY LINE
ADJACENT PROPERTY LINE
CENTERLINE
CLEARING LIMITS
SEDIMENT BARRIER
_x_x
CONTOUR LINE
_100- - - - -
100
FENCE
SANITARY SEWER LINE
_Ss— —SS—
31 _SS 30 SS_
MANHOLE
G)
0
STORM DRAIN MAIN
—SD— —SD—
31 SID )p SD —
STORM DRAIN PIPE
- - - - - - - - ----
ROOF DRAIN
R — — — R — — — R —
R—R
FOOTING DRAIN
F — — — F — — — F —
—F—F
PRESSURELINE
P - - - P - - - P -
—P—P
CATCH BASIN (TYPE 1)
El
CATCH BASIN (TYPE 2)
@
CLEANOUT
0
0
CLEANOUT AND WYE
GRADE BREAK
SURFACE SWALE
DRAINAGE ARROW
WATER LINE
WA — — — WA
—WA—WA
WATER METER
[I]
FIRE HYDRANT
zy:fl
FDC
"0'
PIV
0
GATE VALVE
x
TEE
90'BEND
THRUST BLOCKING
A
CAP
CONCRETE PAVEMENT
ASPHALT PAVEMENT
CRUSHED SURFACING
ROCKERY
SPOT ELEVATION
0,/-20.0
/-20.0
TELEPHONE LINE
T — — — T — — — T —
—T—T
POWER LINE
E — — — E — — — E —
—E E
GASE LINE
G — — — G — — — G —
—G—G
SIGN
n
n
ka?.'Doc,
I EASNENT PAVE TO 12 IMTH, AN D
EASTING 60 PVC iff THICKENED MOE FILE,
�!REET.';_
SANITARY SEWER
41/ (2' MIN DEPTH)
PRO ED $ ROTED RESU B,
N EERING
JUN 2 7 2000
SITE PLAN EILW&Iff6OF
'WINT
SCALE: 1 10' D ate: N S
10 0 5 10 20
THESE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FOR CONSTRUCTION OR BIDDING PURPOSES WITHOUT SIGNED AGENCY APPROVAL STAMP. CALL BEFORE YOU DIG 1-800-424-5555.
S 89V4!'54' E Cn
'ARD DRAIN 84.00' ADJUST LID OF STING >�
4! SS CLEAN OUT W/ ELBOW & METAL LID PROPOSED GAS LINE BASIN AS EMED L�i
WYE ±4! DEEP 17
IF = 4-CIR 9r, ify wnr cc iRw Aqpj4Ai T Tmiri(FNm mar
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DRAWN:
JRP
CHECK:
RIVIS
JOB NO:
07123.20
DATE:
06/26/081
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SW 1/4, NE 1/4, SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M.
Lot 17
Lot 18
96-00, 89*04!5,f W 84.00'
x x _x x----x X -X -x: -X -X
INSTALLF109
FABRIC FENCE
PER CITY OF EDMONDS DWG NO E1.1 —WA- — _WA_
Garige
(LAWN) EXISTING HOUSE
x
x
20216 76TH AVE W.
x
SAWCUT & R VE
cn DOSTING CON
PAD IN
EXISTING 4" C.O.
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THESE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FOR CONSTRUCTION OR BIDDING PURPOSES WITHOUT SIGNED AGENCY APPROVAL STAMP.
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JUN 2 7 2008
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250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
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DATE: 06/26/081
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Set 1/2" x24" rebar with plastic cap marked LS 9 33140
Lot lines of adjacent
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Approximate location of sewer service from City of Edmonds data S
Wire fence X — X - X X
Concrete monument with in mon case =0
Set lead plug and tack with LS brass tag #33140=
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Gas line =— GAS— —GAS— —GAS—
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MAY 16 2008
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