21110 82ND PL W.PDF111111111111
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21110 82ND PL W
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE): --I
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: e,, -1 - //
1Z DETERMINATION: 0 Conditional Waiver [] Study Required D,<aiver
DISCRETIONARY PERMIT #'S
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DA
SEWER LID FEE $: LID
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DA'
77 C5?61
SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
LATEMP\DSrs\Fonns\Street File Checklist.doc
OV ED&
City of Edmonds
Development Services Department
Planning 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 subn-dttal 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 th6 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,: !�4 1&:!V 1-7 - 1�1
- City Receipt #Z
CriticalAreas,filem
Critical Areas 'Checklist Fee:- $135.00
Date Mailed to!A6Plicant:`; 10- 8-0-b
A property owner, or his/her authorized representative,
must fill out the checklist, sip. and date 4t, and submit it
to the City. The City will review the checklist, � make a
precursory � site visit, and make a determmation of the
subsequent steps necessary to complete a development
permit application.
Please submit 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 infraction based in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify 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 a on the behalf of the owner a's listed below.
SIGNATURE OF APPLIcANT/AGENT DATE
Property Owner's Authorization
By my signature, I certify that I have authoriL the above Applicant/Agent to apply for the subject land use a�plication,
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 po tin tt t to this application.
77", DATE
SIGNATURE OF OWNEP
Owner/Applicant:
Name
9- -4-
Street Address
".414 /,
city State zip
Telephone:
Email address (optional):
Appliciant Representative:
Name
Street Address
City State Zip
Telephone:
Email Address (optional):
Critical Areas Checklist.doc/4.22.2003
0 CA File No: DS - 14
'Pritical Area" s Checklist
gite Information (soils/ topography/ hydrology/vegetation)
1. Site Address/Location:
42. Property Tax Account Number: n��
3. Approximate Site Size (acres or square feet): -74;a�
L
4.. Is this site currently.developed? Xyes; no.
If yes; how is site developed?
5. Des e the general site topography. Check all that apply.
Flat less than 5-feet elevation change over entire site.
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):
6. Site contains areas of year-round standing water: Alo ; Approx. Depth:
7. Site contains areas of seasonal standing water: Approx. Depth:
What season(s) of the year? :td/4 -
8. Site is in the floodway ZVI!> floodplain — of a water course.
9. sit tain I s a creek or an area where water flows across the grounds surface? Flows are year-round?
",q .— Flows are seasonaI7 — (What time of year7
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site:
1.
Plan Check N
2. Site is Zoned?
3.
4.
5.
SCS mapped s
Critical Areas inventory or C.A. map indicates Critical Area on site? A/0
Site within designated earth subsidence landslide hazard area?
I I A 1 .7 - , f
DETERMINATION
STUDY REQUIRED
Reviewed bv.
WAIVER
Critical Areas Checklist.doc/4.22.2003
0
0
PLANNING DATA
NAME: &1h DATE: WOLZ
SITE ADDRESS: VV -PLAN C
PROJECT DESCRIPTION:
�es
REDUCED SITE PLAN PROVIDED?( .1yes
No)
MAP PAGE: CORNER LOT: ()Le� FLAG LOT: LXes �/
ZONING: —'0 CRITICAL AREAS DETERMINATION #:,Q�_ Iq
LJ -Study Required:
0 Conditional Waiver
SEPA DETERMINATION:
L1 Fee
Ll Checklist
LJ APO list w/ notarized form
L1 (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
LJ Exempt
SETBACKS:
Required Setbacks -
Street: 126'Left Side: I. Right Side: -7. U " Rear: /S7
Actual Setbacks: _�).Rear:
Street:A#A LeftSide: fi* RightSide: - r -
Street map chocked for additional setback required? (Yei-I-Nii/ DNA)
Q DETACHED s;rRUCTURES:
F
U FEN
/0 RELLISES:
'YW 0
Li VYWI%NDO PROJECTING MODULATION:
STAIRS / DECKS:
PARKING: Re.qui
LOT AREA:152�i
(LOT COVERAGE'
Calculations: P�
'I--
BUILDING-HEIGHI
Datum Po
Maximum
A.D.U. CREATED?
C
,ri-to69 A
de_� /-/Zo
.eeco?-Wx 0, /q ae- �e I-las-;oo
15atum Elevation:
Height:
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes / No)
Q.THER: A4^.��e_d -ft _4-Ae, n-1,4 i,, icisn:2,
Plan Review By:
NewBPPlanningDataForm.DOC
C I T Y�\ d f ED MIP D S mama=% SfP E SEW.ER PERMIT
For Inspection Call 771-3202 Si KEET FILE PERMIT NO. 07720
Address of Construction: 1 (0 aoa-�o
Property Legal Description (Include all easements):
1-4 k � k"' VJ\JOD� A(L-c N "_ �-_
Owner and/or Builder: V0VX-'-t_r
Contractor & License No
Single Family Residence
Multi -Family
Commercial
-T H (A —�_ S: c
0
(No. of Units
(No. of fixture Units
EDMONDS
TREATMENT PLANT
Invasion into City Right -of -Way: No �4 Yes (If Yes, Right -of -Way
Construction Permit required. Call One -Call -Center (1-800-424-5555) before any
excavation.)
Cross other Private Property: No X- Yes — (If Yes, easement required,
attach legal description and county easement number.)
PLEASE READ THE ITEMS LISTED ON THE BACK
I certify that
I have read and shall comply
1987
Date
with the items
listed on the back.
PUBLIC WORKS
Permit Fee: Jf - (4
Trunk Charge: 'V'Z�5—'ev
Assessment Fee:
-Issued By: /"�' &t-,)
I'Date Issued: z�z&
Receipt No.:
Partial Inspection:
Comments
Final Inspection Approved: <'_aS_FJ
�Date Initial
00 Rejected:
C)
Reason
(A
PERMIT MUST BE POSTED ON JOB SITE
Wh.ite Copy - File Green -Copy -Inspector
[Fa—te Initial
—1—ni
Date tial
Buff Copy - Applicant
The City of Edmonds
Side Sewer Drawing
EASEMENT NO . ......................... ------------------ 4
NEW CONSTRUCTION REPAIRS F� LID NO - ------------------ ASMT. NO. .........
OWNER ------ - ------ CONTRACTOR - -------------------------------------------- - ----------------- PERMIT NO. -0-771-A-0
JOB ADDRESS ------ ...... VA., ............ LEGAL DESCRIPTION: LOT NO - ----- k--(e -------------------------- BLOCK NO - ------------------------------------
----- . ................................................................................................................................
NAME OF ADDITION ---------------------------------------------------------------------
qft 6�0
0. e- 0-ko 1. 1 f. 4- '13
0,- e,
lit ?,g-j t>
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VV Zk
PViW-0001-1 1/75 (REV.1 1/78)
Approved:
DATE --------- ByZ�'
R j� C E IY E D
',98
1 -7
PUBLIC WORKS
0
NOTICE:
Nb--Warranty.of accuracy.
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 for.th on these
map(�_). Any person or entity -requesting a
copy should conduct an independent
inquiry regarding the information shown on
tHe -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.
Neither the City of Edmonds nor its
ernp-1-o-yee-s o-r offikce,rs -'-)ha-11.1 be 111a.b.-IFe for the
information given on this map(s), nor for
esentation provided based
any one repr
upon said map(s).
.0)
UVER
IN VETEWriON PIPE LENGTH COi,17ACL (A-rC"
HT)
2* mAx COVER
Lrr L r T
co�,rrRoC
('0 L,
L' J'z-
51LOPE�
T r, P
0 LFT L-E 'T
K, (NIP P�A.V' OR
RUNOFF
51PVZE�,DEV,)
SYSTEM CROSS SECTION
SEE PAGE 3 FOR OUTLET CONTROL DETAIL
Vkd"VI Av 70
114(0-00
2' 2' Co" DS:E-P, 4t 16" SPALLS (ox rou�0
2' V' IDGEP, CRUSPED ROCY
FROm r-"VVC
7OUTLET
CON-1-ACIL
RIPRAP OUTLET AQ vc'z
WASHED GAXVIFL� rOUTFLOW TRENC."t MIN 10' LONG,
TOP 4 -4* PERIF PIPE -M 5ff —VK:L
FROM
0 Lrr, ET
CON-rRDL
L
?F-RF PIPF- WITH CAPS
RUNOFF SPREADER OUTLET
STANDARD DRAINAGE PLAN
DETENTION SYSTEM
PAGE I OF 3
I—V If- Pa-J'L
for -
location
plan by
phone
da te
DESIGN DATA
System Imperm Pipe Pipe Orifice
Number Area Diam Length Diameter
NOTES
1. Call Engineering Division (771-3202)
for prebackfill and final inspections.
2. Responsibility for operation and
maintenance of drainage systems on
private property is the resoonsibility
of the property owner(s). Material
accumulated in the storage pipe must
be flushed out and removed from catch
basins to allow proper operation. The
outlet control orifl be kept
open at all imes
�Wk�r Hw4�A
CITY OF EDMONDS
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9-77
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SCALE: APPROVED BY
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DATE: 4- 21
P1
DRAWING NUMBER
Applicant Fil
BUILDING DEPARWRT
PERMIT APPLICATION
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NAME JOR NAME OF BUSINESS)
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TELEPHONE NUMBER
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TELEPHONE NUMBER
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ICITY, LICENSE NUMBE
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Legal Description of Property (Show Below or Attach Four COPiE
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ZONEJZ NUMBER
nes
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JOB
ADDRESS
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SUBDIVISION NO. PLAT NAME ASSESSOR MAP NO
PUBLIC RIGHT OF WAY PER ORDINANCE NO.
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
DEFICIENCY OF RIGHT OF WAY
STREET/UTILITY WORK REQUIRED
59YES
El NO
PERMIT FOR WORK IN PUBLIC R/W
YES
El NO
UNDERGROUND WIRING REQUIRED
YES
ONO
CONNECTION TO SANITARY SEWER
YES
0 NO
SEPTIC TANK PERMIT REQUIRED
El YES
9NO
SEPTIC TANK PERMIT NO.
SEE MEMO DATED Lv_�t Cf
REMARKS
CHECKED BY
METER SIZE
BUILDING SUPPLY SIZE
REPARKS
SIGN A�REA
ENV.
REVIEW
ADB NO.
ALLOW::_j__j0POSED
COMPLETE
EXEMPT
�
REMARKS
VARIANCE. OR CU [PLANNING REVIEW BY DATE
GAS
NEW EaRESIDENTIAL El LINE
NON-RESIDENTIAL SIGN
E] ID I
ADD I R RETAINING
DEMOLISH DWALL
ALTER EXCAVATE FENCE
R OR FILL I- --"I
REPAIR PRE -MOVE swim
El INSP. El POOL
YARDS OF
FRONT Arl
Y7,1 SIDE REAR
ILOT COVERAGE
FIRE ZONE
3
TYPE OF CONSTRUCTION
1 __y_' �j
ICODE
1q_1
HEIGHT
-
SPECIAL INSPECTOR JAREA
REQUIRED
Cl YES '7� NO
OCCUPANCY
GROUP
I
OCCUPANT
ILOAD
-
PLAN CHECKED BY THIS SITE IS LOCATED IN THE CITY
OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
REMARKS
NUMBER OF STORIES
NUMBER OF
DWELLING
UNITS
NATURE OF WORK TO BE DONE
z
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PLAN CHECK FEE
VALUATION
FEE
PROPOSED USE
PLOT PLAN (INDICATE BUILDING SETBACKS,
ABUTTING STREETS
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BUILDING
PLUMBING
MECHANICAL
FENCE
SIGN
RETAINING WALL
WIMMING POOL
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ZONE
SETBACKS:
F R\ 0 N T
A IR
0 T FJ,, LE R
HEIGH
I
THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO PHYSICAL CHARACTERISTICS OF THE SOILS NOR DOES IT
VERIFY ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERSe USE OF PLOT ACKNOWLEDGES ACCEPTANC . Ee' j
PLAN NO
tRW -L 0 T... B.L K
0 H N A N D E R S 0 N A I A & A S S 0 C I A T E S -H
?C"ITECT3-ENGINEERS BELLEVUE, WASHINGTON
TO Q PLO,
0 Prz?.p
Date
MEMO TO: Building Division
Community Development Department
FROM: Engineering Division
Public Works Department
SUBJECT: \A/.
After review of the s ubject building permit application, we have the
following comments-
/ 'Z
47 Coordination of the location of any structure with respect to
utilities, streets, property lines and driveway grades is the
responsibility of the contractor.
/1-7 The contractor is required to keep the abutting streets cleaned
K of dirt and debris cause.d.by the construction.
The "Right -of -Way Construction Permit" is required,'from the
Engineering Division of Public Works, for any work within the
Public Right -of -Way or public easement.
Driveway slope not to exceed 14%.
W-7 Connection -to sanitary sewer required.
/-7 Septic Tank Permit required, submit design.
Fire hydrant required, submit design.
Site drainage per code # See approved plans
/7 Curb /-7* Sidewalk Paving required.
X7
/-7 Bond required for public improvements. Submit cost estimate.
-7
Underground wiring required.
/-7 Approved Engineering Plans required when applicable.
For Fre F. Herzb&rg-, P.E.
City Engineer
Ak
Depar.tment of Public,Works
Rev. 7 7 8.
17
Y
O.PAC 14ORKS DEPARI= CHAST 0 /-/-r- Date
B�=NG PEma T REviEw
0
Z
H
Z
F4
72-0 111 r 7) Y� I I F-17- W Addre s s
I Ooc� L-Akv—= I'AVLAC-
Street Right -of -Way Existing REQD
Access Easements Existing REQD
Utility Easement Existing C--:S 101 s�, REQD
Lot per Subdivision I Plat Assessor Map
Site Plan Checked for Accuracy I - Ir-- -Z !I
Underground Wiring Reqd. '14 r=-- S7
Check Accuracy of Legal Description
Environmentally Sensitive Area
Environmental Checklist Reqd.
Flood Hazard Zone
U Shoreline Management Area
Z Slope, Soil, Vegetation.
W Stream, Creek, Drainage Basin
Existing Zor#g Per Code
Anienities Design Board Approval Reqd. NO ADB # Approval
Board of Adjustment Approval Reqd. NIL)
Review By: —A" Date:
C4
13
Existing INTater Main Size
Water Main Reqd. A4
Service Line Reqd. '3141
Hydrant Size Existing- "Y
Hydrant Reqd. Per Fire Code Size
Detector Check Meter Reqd.
Cross Connection.Inspection-
Fire Department Camients
Water Meter Charge Reqd.
Review by: Date:
uaue:
Septic Tank Permit Reqd. Permit No.
Sanitary Sewer Availability Proi.
Drawing No.. File No.
Side Sewer Availability f -2
Sanitary Sewer Connection Fe� Reqd.
Review By: Date: ZZ
5�-�en Ditch Existing
Reqd.
Culvert Reqd. ---Size
Catch Basin Reqd. Indicate on Site Plan
0 Shoulder drainage unintain collectim on swale open runoff
Fq A��
-1-a-ffiole reqd. Indicate on Site Plan
Soil Conditions and Gromd Water Field Cliecked
Revic,", by rx.1 to
Street Paving Reqd.,.__ &7azl
Curb and Gutter Reqd. Vrrz�
Sidewalk, Reqd.
Curb Cut for Drivewa
,y Reqd.
zg
p� Right -of -Way Construction Permit �e
Bond Reqd. for Public Inproven-e-nts
Street NaiTe Sign Reqd. 41 /V
V
Other Signing Reqd.
Cre Pemit Site Inspection made on
Z.
0
BY: SS,,1ER A%A
U
w WATER
SIR = T
ENGINEERING
0
W,
PA
Special Requirei,,�_,nts listed in mem to Comimit
Building Division y Developurant Department,
—A
BY Date
All itcirs filled in on Building Pe�rndt Application
BY
Drawings Stamed and Notations
BY
Approved by Public 1.,lorks Depai-L-ment:
Revised: 1V 10-1977
Date
Date
2MO2 T70 - -----
'\ -- ;; 0 20222
L.M17 r�
20237
7
2 3RDRCSV�
8308 20331 SW a2O9 20312
[7/ nq
20323
20311
Edgewood —
20314
2
Baptist -1
8215 T8207 20322
0
20331 0 8012 7934 Church
Pa n -.- - I I - ---- -- - , - -1 20406
204D4
20402
i I i 11 20406
20407
20414 10 204 t/Y 3:
204,rH pL. SW :2:,2, 20413 20416 2D41 S (I— PLSW LLI 20415
0 20419 20416 20415
20428 20426 Z 20421 W 0
8 2D415 20422 20421 T728 7718 7710
0 20t423 20424 .3: 20421
20430 20427 — 20,416 :LU 20,417 20430
LU 20429 — M5
8109 20430 :> 20429 > ie 20427 20431
205TH S — < — � lk-- 20432 ;C 20502
20510 20511 20SO4
8110 20MX � 20503 JE
20513 A k-- 20503 7731 205TH Pl. SW 2osm
20608
1 20512 20511 20512 20513 205112 20611 20508 — a 82051 0
20509 7724 M 1
20515 ; — 20513 rL 20514
'Pine lz 9- 205 8
2051 20517 20514 20615 20520 20514 1 20513
f 20520
20524 2052 :2:0:52]. 20626
20516
Rid ge 1 20626
06'
S-O82 206TH ST SW
Park 206N 20607 8006 7828 7812
7818
R
20615 20616 7810
20617
3: . 20616 20616 2DS16 20612
20608 �20622
2D625 — 20624 W 20623 — k, — - W
20615 Cedar
> — 20628 7901 20620 7808 2016 S, "
2DS31 - it 206TH PL 20821 Stone 11 Stone I
9 20830 j- 20629
z 5 k-- — . W 20629
701 20702 7904 20628 20829 7806 20630 Flampwn Coun
20 20703 7 7914
20704 00 207
20706 -- — 20703 20632
— 710 20 20710 20707
20709
20713 15 7909 7804 20710 2070g
7905 Murkin
20719 2 20720 — 20il \711 20714
20722 — 20 PL 20718 20717
20725 20803 20726 7M /20724 20725\ 7802 — — Edmonds Dental
208TH ST SIN 20728 20727 7916 7910 20728 20727
-
20728 -C
8304 2DS05 2080 20807 4 8 19 6 208M 20802 20805
— Vingswood
20810 20809 31 —
8308 E1302 20810 _j 20811 2DO10 762
209DO 20816 20814 208TH PL SW
�8310 3: 20825 20816 20815 — a-
1 8312 8314 W 2DO23 20824 8132 20818 ,":b 20818 20819 2081f
20820 _j 2Da2I
20901 It. — 20824 2Oa23 — 208169 20811
2oa2g
2DS28 20827 20928 7911 W 20830
20831 20832 5 .21 20825 20822
�h.le. Royal.
20903 2D9D4 20830 > 208n M
8116 —4 !ic! M . .1 20901 20901
20901 20904 905 20830 20901 20902 792D 20 .:,,
20912 L, 20904 20903 2090S 2DB32
209 le . - --
20907 20912 2D911 8118 20904 20902" 2D910 20912 20911 2091 E
20907 21006 20916 20915 20918 20901 20917 20916
20916 209TH ST SW 20921
a2il 20909
21 ajo -- 7724
21010 S 2D924 20917 20928 20921 1712 1121
3: 82 8 Edmonds
W 1005 21OD4 ij! 8218 8214 20924 3' W927 210DO 20919 21002 21001 7907 7905 7903 20928 20925 Care Center
2W30 — 21006
8217 8213 7707
21018 21006 t; 21003 21010 21002 21001 21109 — 21-9]
21001 2 1 TH p 8209 21006 7910 79 6 7902 21015 21024 21010
0
21003 21110 2101621016 1; 1016 — 21121 2 014 21021
21 — 21026 1 2102
- 21027 21016
21W a218 8206 21018 .40 21016 21020 WSpy 21026
9 F 21108
2103=0 Willow — 3: 21103 21 110 21113
21028 21104 2103
8303 EE9 - 21110
21112
8305 21118 2M7 -Cnoe' U —
21112 X 21114
Birchwood 7911 7906 — l'-
2111 P 21125 21118 21117
7909 21126
832 — — 21118
21114 7907 7903 .09
2"'. Wilkylale 7901 211301 21120 21121
4 14 ----
Mw 8226
21214
21222
21221�
Z-- 212TH ST 6W-
4- Town
Square
DQ
7924 softban Off"
V.,
-W2
21313 Arts
21207
8104
8016
8020
J.
21215
21223
2121
CITY OF EDMONDS STREET FILE ASSET INFORMATION SHEET
Z/NEW ASSET NO.
ADDITION ADDITION TO ASSET NO.
RETIREMENT
DESCRIPTION
oo�
SERIAL NO.
LOCATION 7�:)
DFrPT. NO/
PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
B.A.R.S. ACCOUNT NO.
ESTIMATED LIFE
INITIATED BY
DATE
PROJECT NUMBER
6
PROJECT COMPLETION DATE lt--�Z-1311,?2
COST
APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
/DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
0 G.L. ENTR
REFERENCE
DATE
VERIFIED By
PROCESSED
BATCH NO.-
(tnp INITIA
DEPARTMENT FILE
0 STREET FILLO
CITY OF EDMONDS
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works 9 Planning * Parks and Recreation * Engineering
89 0
CERTIFIED MAIL
April 4, 1991
Donald L. Ginsberg
21110 82nd Pl. W.
Edmonds, WA 98020
RE: Problems with venting of your plumbing fixtures
Dear Resident:
The City's sewer cleaning records show that the home
experiencing problems with the venting of some of
when the City crew is conducting cleaning operations
in front of this address.
LARRY S. NALIGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
at this address is
your plumbing fixtures
of the City sewer line
The City's cleaning operation is essential for both you and your
neighbors. It cleans debris in lines to prevent plugs, prevents corrosion
and potential future collapse, and achieves a better flow characteristic in
the public sewer lines. We need to do this often -- perhaps even 3 times a
year -- in some critical areas. The City's cleaning operation typically
involves the utilization of a high pressure water jet.
The problem which occurs at the home is the result of a high pressure surge
through your internal plumbing system. A properly constructed plumbing
system is designed to easily vent this additional pressure without any
visible impact at your residence. An undersized venting pipe (or not
having enough vents) cannot handle the pressure surge, and the only release
that's available is then through your toilet (or another fixture). The
Uniform Plumbing Code typically requires a 211 vent, and further requires a
separate vent for each plumbing fixture which is connected to the sewer (a
toilet, a sink, a shower). Your home clearly does not have an adequate
venting system (you either have a 1-1/411 vent, or not enough of them), and
you therefore may continue to experience the pressure surges.
The City does not have a choice as far as discharging its responsibility in
cleaning the public sewer line. It is therefore up to you to take
corrective measures as to how to properly vent your own plumbing system.
The City has come up with two options that will remedy your problem:
Option 1: Upgrade stack vents for toilets and other fixtures which
are experiencing problems to required sizes.
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Option 2: Install a clean -out outside of house per attached
specifications. Enclose box so it can vent properly when
excess pressure is put on house lines. This option would be
the cheapest and simplest way of correcting this problem.
At the same time, it would allow access to sanitary sewer
lines if stoppage should occur. This vent clean -out would
allow a place for backup in lines to go before entering your
house and causing costly damage.
The City would appreciate your expeditious cooperation in this matter. The
City must continue proper maintenance of its sewer lines, but we obviously
do not wish to see continued problems occurring on your property because of
poorly designed vents. It is your responsibility to correct these
deficiencies.
We cannot keep notifying you each time we come out to clean the line. It's
up to you to have a plumbing system that conforms to code. Option 2 is a
relatively simple one to construct.
Should you have any questions on these options, please call Everett Akau,
Scott Highland or myself at 771-3202, extension 317 or 318.
Sincerely,
iLo n el 1 San d
Water/Sewer Supervisor
Enclosure
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ENGINEERING MGR.
PUBLIC WORKS MGR-
CITY OF EIDIMMIDIS
CONSTRUCTION PERMIT APPLICATION
NAME (OR NAME OF BUSINESS)
THUESEN CUSTOM HOMES INC.
322 MAIN STREET
Inry TELEPHONE NUMi
EDMONDS, WA. 98020 775-1953
JOHN ANDERSON & ASSOCIATEB
Ix 10620 N.E 8TH
2 TELEPHONE NUMBER
4 CRLLEVUE, *WA. 98004 454-3096
NAME
THUESEN CUSTOM HOMES INC.
ZDRESS
322 MAIN STREET
CITY TELEPHONE NUMBER
EDMONDSv WA. 98020 1775-1953
STATE LICENSE NUMBER
THUESCH161QG
Legal Description of Property - include all easements
(show below or attach four copies)
LOT 16 wooDLAKE PARK
NEW
MIr
LfJ RESIDENTIAL
PLUMBING
1:1 ADDIALTER
El COMMERCIAL
MECHANICAL
REPAIR
RETAINING WALL
SIGN
DEMOLISH
EXCAVATE
OR FILL
FENCE
( X_ FT)
PRE -MOVE INSPJ
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NUMBER OF STORIES Numb" Up*
2 OWtLUNU
UNII5
NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
SINGLE FAMILY RESIDENCE
PIER SYSTEM VALUATIOS 919000.00
This Permit covers work to be done on private property ONLY
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permission.
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work Is Started Within 180 Days
"Applicant, on behalf of his or her spouse, heirs, assigns and
L2 successors In Interest, agrees to Indemnify, defend and hold
Lu harmless the City of Edmonds, Washington, its officials,
_j
i employees, and agents from any and all claims for damages -of.
a:
< whatever n at u re.arls inn,dirg—
a of this permil
0 modify,.walve
I nor limit In ar
provision."
I hereby ackn(
Information give
authorized agen
state laws regula
ad thereby, no p
Code of the S
ti n Insur nc
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7ATUAE E
ATI NT10t�
IT UNLAWFUL I
UNTIL A FINAL lNi
A CERTIFICATE 61ef6
CHAPTER 3.
102-711
ZONE rR S � � NUMBER / 9XI (�We
JOB
Auu`ss2111O 82ND PL. W. EDMONDS
_EGAL DESCRIPTION CHECKI SUBDIVISION NO. LID.NO.
'VA 0- 17-16 1 A/
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING 5-0- REQUIRED DEDICATION
PROPOSED.,5;9-
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RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED W,---
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STREET USE PERMIT REQUIRED 0
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SEE ENGINEERING MEMO DATED
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METER SIZE BUILDING SUPPLY SIZE IXTURE UNITS
Cc
REMARKS
SIGN AREA I ENV. REVIEW Abahla
ALLOWED PROPOSED' COMPLETE I EXEMPT I
I I SHORELINEO
VARIANCE OR CU PLANNING REVIEW BY I DATE
YARDS HEG I LOT COVERAGE
FRO��W SID7 R
REMARKS
'HECKED BY ITYPE OF CONSTRUCTION I CODE I HEIGHT
SPECIAL INSPECTOR AREA OCCUPANCY OCCUPANT
REQUIRED GROUP U
El YES 0 NO I I I I
VALUATION I FEE
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
GRADING/FILL
,N CHECK DEPOSIT
60,00 SD-3(:,
T,AL AMOUNT DUE
ATTENTION
APPLICATION APPROVAL
THIS PERMIT
AUTHORIZES
ONLY THE
This application is not a permit until
signed by the Building Official or his
WORK NOTED
Deputy; and fees are paid, and receipt is
INSPECTION
acknowledged In space provided.
DEPARTMENT
OFFICIAL'S SIGNATURE DATE
CITY OF
EDMONDS
771-3202
RELEASED BY: DATE
ORIGINAL — File YELLOW — Inspector
PINK — Owner GOLD Assessor
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MEMO TO: Building Division
FROM: Engineering Division
SUBJECT:
After review of the subject building permit application, we have the
following comments:
1) Connection to City water system required.
2) Connection to City sanitary sewer system required.
3) Right-of-way permit required for any work on City property..
4) Driveway slope not to exceed 14%.
5) Back water valve required if downstairs plumbing is below
elevation of upstream manhole.
6) Water and sewer lines to be separated by 10 foot minimum.
7) Builder/owner responsible for containing all temporary runoff And
erosion on site and may not impact neighboring properties in any
way.
8) Construction hours from 7:00 a.m. to 10:00 p.m. on weekdays and
10:00 a.m. to 6:00 p.m. on weekends and holidays.
f.-I
P,