18209 76TH AVE W.PDF111111111111
6239
18209 76TH AVE W
AW - (J)
TAX ACCOUNT/PARCEL
BUILDING PERMIT (NEW
COVENANTS (RECORDED) FOR:
CRITICALAREAS: U1+111
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
DETERMINATION: [] Conditional Waiver E] Study Required aiver
I K(w
PLANNING DATA CHECKLIST DATEDA,- IN I
SCALED PLOT PLAN DATED:- /� law -
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:. 6 3
SOILS REPORT DATED:
STREET USE ENCROACHMENT PERMIT #:
FOR:
WATER METER C nAR D 7T E D:
OTHER:
'LATEMP\DS'rs\Fonns\Street File Checklist.doc
R
James & Alison Pope
18209 76th Ave W. Property Line
Edmonds, WA 98026 J\
00370800300500 +S13
10, .--- ------------ ............
J441� Sewer I
h I Easment
IV
Scale: 1 in = 20ft. Oin.
Une LeAend
— - — Property Line
--------- Fence
Distance
Cinder Block
............... Easment
Detention
pipe
Control
Catch Basin
j�B— 93*
6" P'
for I
�PlotPlan
�&Toqg/
j0tMw----,
ViWdA
xqro XCP xcbq X*jq qP qP. X I'll X N
XK XK - - N' N'
N N �� 49
XN' XN' XN' XK
4z%o c3% 4b%
XK XK XK
lip 4P 4P
XK XK K
.Am _,Aow� & w�A. . _w& _, Aw- 03
+
11'6"
-------------------------
................................... A ... .. ....................... ....... ..............................
............... ....... ....... ....... ..........
om -- it +101
+98.
f
P
,atid
------------------
48'0"
G
E—
Residence
T—
Garage
1298 sq. ft.
440 sq. ft.
C
+10 .............. 43-0"
- ----------------------- - -- -- -- ------------ ------------ D
S., +101
S Existing
�U5 S A 30'0" \11,
nC
c 'N,' Driveway 0000
Slope 5% +102
1 ---1 \' -0000." ;0
CO K3 Jr— 18'0" LAW- lee
........ ""?M ... ;;Of ....... ...... +,too ............................
+98 l'i f4rm
G
.7 DATUM PT +100
10'Access & Utility Easment Top of CB
........................................................................... .............................................................................................................................................................
CO 149'
STREET FILE R EIVED
WD
IMPERVIOUS SURFACE CALICS
Exist. Building Roof Outline: 2168 sf.
Existing Driveway: 540 sf.
Existing Patio: 320 sf. (Constructed 1985)
Total Impervious Surface w/o Driveway: 2408
Total Impervious Surface with Driveway 2948
AVG GRADE = 100.5'
ACTUAL = 124'
MAXIMUM = 125.5'
f- `0 zuut
BUILDING DEPARTMENT
CITY OF EDMWS
Lot Coverage.
1978 SQ. FT. (16%)
Lot Area:
12114 SQ. FT.
Lot Slope: 4%
James & Alison Pope
18209 76th Ave W. Property Line
Edmonds, WA 98026
00370800300500 +931\P
N
Scale: 1 in = 20ft. Oin.
co
Une Legend
— - — - — Property Line
............... Fence
) Distance
1771=117-y-1 Cinder Block
6" P'
for I
-----------
+Uj-
CO
10'Access & Utility Easment
C-)
IMPERVIOUS SURFACE CALICS
Existing Covered Porch: 52 sf. (Constructed 1985)
Existing Deck: 100 sf. (Constructed 1985)
Existing Driveway: 540.sf. (Constructied 1985)
Existing Patio: 120 sf. (Constructed 1985)
Existing Garage: 440 sf.(Constructed 1985)
Proposed Addition A: 324 sf.
Proposed Addition 13: 204 sf.
Proposed Deck: 120 sf.
Proposed Plot Plan
11 N N N llz��
40 X XN XN XN XN XN' XN1 XN1 Xhz XN XN XN XN XN XN XN
X qC I XO)C 4z�
+ 03
*5gwesL gAsiuAeta-r 11'6"
561E DV-1ChWW%rE, A C>
Z" 'bWt I 1A
12 0" +
+98: Rik 101 ��RECEIVED/
Existing
Concrete
Ud Patio
20 FEB 0 2 2004
"M
48'0" PERMIT COUNTER
Existing
Existing
Residence
Garage
770 sq. ft.
440 sq. ft.
Apponticn OV DI Afk1%1lj\lf-'
C
+ 10 Ile
-
46
-------------------
. 43'0"
D
jX
+101 Z'�� —
('
Existing
Stub 11%%Pj1'1oq1_
Asphalt
W 30'0"
tline- -
Drivewav
I
Slope 5%
— 18'0"
149'
HEIGHT CALICS
A = + 98
B = + 101
C = + 101
D = + 100
AVG GRADE = 100.6'
ACTUAL = 124'
MAXIMUM = 125.1-
—Alv
gCB
DATUM PT +100
Top of CB.
SETBACKS:
FRONT
REAR
OTHER
HEIGHT
SETBACKS:
FRONT-25'
REAR - 25'
L SIDE - 10'
R SIDE - 10'
Lot Coveracle:
1978 SQ. FT. (16%)
Lot Area:
12114 SQ. FT.
Lot Slope: 4%
OWNER/CONTRACTOR IS RESPONSIBLE
FOR EROSION CON',� 'F?�O!- AND DAMAGE
James & Alison Pope
1820976thAve W. Property Line
... ........... \ ...... *q ............ 4 ........ 0 .......
Edmonds, WA 98026
00370800300500 +93P - VW4-.--Am-,6.4N
� 19 � C -, -� �- Jv�
drij� S el we r
Easment
Scale: 1 in= 20ft. Oin.
Une Leaend
— - — Property Line
......... Fence
Distance
Cinder Block
............... Easment
Catch Basin 3N.
+93.
IR7
6" P
for I
co
ItE�RS/DOWNSPOO§:
TO EXIST- SYST.
)NNECT
..--WJABLE -11GHTLINI
MATERIAL
SDR 35
SCH 40
F4
N - 12
F8`10 HANCOR
-ro (W W6-T -TO
C
+10
uZo OA
volotj
,ie-
C2
INED ------
C3
Propose
Al" .41
Existing
Garage
440 sq. ft.
S--� S
Existing
Asphalt
Driveway
Slope 5% 1
— 18'0" -
.1 +98 111,
CO 10'Access & Utility Easment
IMPERVIOUS SURFACE CALCS
Exist. Building Roof Outline: 1576 sf. (Constr. 1985)
Existing Driveway: 540 sf. (Constructied 1985)
Existing Patio: 120 sf. (Constructed 1985)
Proposed Roof Outline Addition A: 340 sf.
Proposed Roof Outline Addition B: 252 sf.
Proposed Covered Deck: 120 sf.
Total linpervious Surface w/o Driveway: 2408
Total Impervious Surface with Driveway 2948
I HEIGHT CALCS
A=+98
B = + 101
C=+101
D = + 100
AVG GRADE = 100.'
ACTUAL = 124'
MAXIMUM = 125
+ �3
I— --glow-
---------------------------- ....... ......
bi�4q ---------- . . .. ........
11-6" +
WB-
iZ'
'2
+101
F-lating 4�
x1ai
MW
Conc
T Patio R9CkP^1D
C
on. to
: L Patio
-- -------- --------------
-NIAR i-5 2M§
EL
FERMIT ft#IM
Existing
Residence
-d
770 sq. ft.
d
ft
43'0"
D
--------------------------
.+IoI
%
FOOTING DRAINS NOT 5 A707
JO BE TIED INTO 'I-,
30'0 bETENTION SYSTEM -�'
000, .1 +102
'000,
................. /
.......... . ...... .......
0
-99 TIF too ------------
149'
DATUM PT +100
Top of CB APPROVED AS NOTED
........................................ "J.. - mr-PPING ...............
Date:
Elevations
Proposed Addition
LoVeRsTF'ooting: 98. 7
Finished Floor: 101.7
Proposed Addition B
Lowest Footing: 98.8
Finished Floor: 102.7
LANA,* 4
WTO
SETBACKS: AV-F*
FRONT-25-
Lot Coverage:
REAR - 25-
1978 SQ. FT. (16%)
L SIDE - 10-
Lot Area:
R SIDE - 10'
12114 SQ. FT.
Lot Slope: 4%
Proposed Drainage Plan Bstandard Plan Detention System
Basic Drainage Requirements
1) Concentrated Surface Water:
There is no concentrated sources of surface water on this property.
2) Scale of Existing and Proposed Buildings:
Dimensions of of all structures are included on Proposed Plot Plan.
3) Route Change for Concentrated Flow:
There is no concentrated sources of water on this property.
4) Existing Utilities and Proposed Drainage System:
All elevations are included on Proposed Plot Plan. Tightline drops two
feet from inlet to outlet. All utilities terminate at the west side of the house. The
majority of the property is covered in grass.
5) Surface Water Tributaries:
There is no concentrated surface water on this property.
6) Methods for Handling Surface Water:
There is no concentrated surface water on this property.
7) Temporary Sediment and Erosion Control Plan:
Loose straw will be used to cover all exposed surfaces during
construction. Surplus dirt will be covered with plastic tarp.
8) Sequence of Construction:
Construction sequence is included in the engineering plans. Remaining
exposed area will be replanted immediately.
IMPERVIOUS SURFACE CALCS
Exist. Building Roof Outline: 1576 sf. (Constr. 1985)
Existing Driveway: 540 sf. (Constructied 1985)
Existing Patio: 120 sf. (Constructed 1985)
Proposed Roof Outline Addition A: 340 sf.
Proposed Roof Outline Addition B: 252 sf.
Proposed Covered Deck: 120 sf.
Total Impervious Surface w/o Driveway: 2408
Total Impervious Surface with Driveway 2948
HEIGHT CALCS
A = + 98
B = + 101
C = + 101
D = + 100
AVG GRADE = 100,
ACTUAL = 124'
MAXIMUM = 125.!
1) Outflow Location:
Public storm drain is used as the outflow
location for detention pipe.
2) Detention Pipe Drop:
The detention pipe drops approximately
four feet.
3) Tightlines:
There is one tightline that is displayed on
the Plot Map. The roof drains are piped into this
tightline. Gravel is used for footing drains.
4) Detention Worksheet:
The detentionworksheet is included with
this packet.
Note: Driveway service water flow does not use
the detention system. Topology does not allow
redirection of flow. Flow is directed to C13 in
private drive.
Elevations
Proposed Addition A
Lowest Footing: 98. 7
Finished Floor: 101.7
Proposed Addition B
Lowest Footing: 98.8
Finished Floor: 102.7
RECEIVE
MAR 15 2004
SETBACKS: I ERMIT COUNTER
0
FRONT-25,
Lot Coverage:
REAR - 25'
1978 SQ.. FT. (16%)
L SIDE - 10,
Lot Area:
R SIDE - 10'
12114 SQ. FT.
Lot Slope: 4%
T FILE
STANDARD DRAINAGE DETENTION SYSTEM
77 C11 1: WORKSHEET
()VjNM CALC BY:
ADDRFSS 192_0�' -7U1111 Ave 1-41 6&57 73 -
PHONE.
1:�7-doiood_s_ -W. A q902-& 11.30
DATE: . -
* ** **DESIGAI DATA **** *
IMPE RVIOUS AREA PIPE DIA PI LG ORIFICE
P
I Demffq /PIPC LEWTH
TIGHn
W
ex
,5#W CM�hC��JUPPEF
L
FROM CCINTRM C9
BASIN
*AWWWCfW W
.5X A SLOW7E CONC XW OR RISER
CONTROL CATCH BASIN
SYSTEM CROSS SECTION
A, . xt
VXrX6'.DEEP. 4-6- WALLS 13R EQU&
rX 2'X 3' DEEP, 3/4' CRUSHED ROCK
FR13M CWROL
rA
CONTML
RECEIVED
FER 0 2:2004
PERMIT -COUNTER
L"
M
RUHTMA&MV VWWWA6 ROW
JUMP ourar
RUNOFF SPREADER. TRENCH
F0077NG DR"NS SHAU NOT -BE CONNECTED TO DETENTION S=M.
N073S.-
1. Call Engineering Division (771-MO) for a tightline and detention system inspection
befom backfilling and for find inspections. APPROVED BY
2, Responsibility fbr operation and maintenance of drainage systems on private propedy is the
m 'bility of the property ownex. Material accumWated in - storage pipe must be flushed
sponst the
out and removed from the catch basins to allow proper operation... The outlet control orifice DA72?
r,
0 0
PLANNING DATA
NAME: XK DATE: 3/K/0-t
SITE ADDRESS: igz-q- 71,—A—w, PLAN CHK#: 04-04o
PROJECT DESCRIPTION: Olu J 7-- of M 1.--4 0/- 4
7 jz -I
REDUCED SITE PLAN PROVIDED?: (Yes I No
MAP PAGE: CORNER LOT: (Yes FLAG LOT:
ZONING: XS - 1'2- CRITICAL AREAS DETERMINATION #: 04 -3
U Studv Reauired'
U'Walver
13 Conditional Waiver
SEPA DETERMINATION:
U Fee
U Checklist
U APO list wl notarized form
L3 (Needed for 500 cubic yards of grading, Shoreline Area- site withini 101'"011 �ft' Of Puget Sound or Lake Ballinger)
Ef Exempt
SETBACKS:
Reguired Setbacks -
Street: 2,S' Left Side: Right Side:— Rear:
Actual Setbacks:
Street: 5z> Left Side: It, 5 ' Right Side: 2-91 Rear: 2-'
Street map chocked for additional setback required? (Yes A-6 DNA�) PIU40� M-)
0 DETACHED STRUCTURES -
ROCKERIES: CVV).V �h-- 7 10
FENCEsri-RELLISES:
U. BAY WINDOWS / PROJECTING MODULATION: 3 YP
USTAIRS / DECKS: 4)��r% 1�
PARKING: Required: Actual: 2-
LOT AREA: 12- 114 59 �- 6; 2 1�;) 11 -79 p/p,-vN
LOT COVERAGr- -7-20 '- 1A6
Calculations: 114 tv 3f.
BUILDING HEIGHT:
Datum Point:— 6'9 a.4 bt-k�b�q,�, Datum Elevation: 60'
Maximum Allowed: Actual Height:
A.D.U. CREATED?: ItQ/ Yes)
SUBDIVISION: 93
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes./-&
OTHER:
Plan Review
NewBPPIanningDataForm.D0C
James & Alison Pope
1820976th Ave W. Prop!!!,�ine
Edmonds, WA 98026
00370800300500 93P.
10,
Sewer
N Easment
Scale: 1 In = 20ft. 01n.
co
Une LMnd
— - — - — Property Line
............... Fence
I
� Distance
C3C3=1 Cinder Block
6" P)
for 7
17
48'0" T
-4-
V 06%1%
-StUb
G1
+93- M
d
1.6" &MMA.P. dAW-.6 AWS,
" AExWdng f_ E7xistin
"b'�
Dock Concre
ft S
__f P
+9. -fffik
Existing
Garage
440 sq. ft.
Sw-- S
Existing
Asphalt
Driveway
Slope 5%
— 18.01,
-------- --------- ..... 7ev ... !W
CO
/ 10'Access & Utility Easment
C7
[IMPERVIOUS SURFACE CALICS
Exist. Building Roof Outline: 1576 sf. (Constr. 1985)
Existing Driveway: 540 sf. (Constructied 1985)
Existing Patio: 120 sf. (Constructed 1985)
Proposed Roof Outline Addition A: 340 sf.
Proposed Roof Outline Addition B: 252 sf.
Proposed Covered Deck: 120 sf.
Total Impervious Surface w/o Driveway: 2408
Total Impervious Surface with Driveway 2948
HEIGHT CALCS
A=+98
B = + 101
C = + 101
D = + 100
AVG GRADE = 100
ACTUAL = 124'
MAXIMUM = 125.
149'
Existing
Residence
770 sq. ft.
Xk........ $p -------- RIZ ........ 0
N
r TIU
.
+ 01 bo�
4r4
er W��
55*01.
11+102' �+
3 0"
+102
'000�'r
DATUM PT +100
Top of CIB
Elevations
Pro - posed Addition A
Lowest Footing: 98. 7
Finished Floor: 101.7
Proposed Addition B
Lowest Footing: 98.8
Finished Floor: 102.7
03
Od. . ')e N)
.................. +"0 ............................. /
CEIVEO
1 5 2004
SETBACKS:
FRONT
- 25'
REAR
- 25'
L SIDE
10'
R SIDE
10'
PERMIT COUNTER
Lot Coverage:
1978 SQ. FT. (16%)
Lot Area:
12114 SQ. FT.
.Lot Slope: 4%
City o?Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
-6. 10,
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 sit #VDilable at
City Hall (Critical areas Jti�w, maps, or soil
surveys). va , t 2 200
�EIRMII CoUt4lER
Date Received: /—I�
.2 1;21
City Receipt M —:2 �3 4 2V
Critical Areas.File.#:
Critidal Arpa".s Checklist Fee: $135.00
..Date Mailedto 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. I
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
attomey'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/iierhts 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 application on the behalf of the owner as listed below.
SIGNATURE OF APPLICANVAGENT ab.Lo-l") L�� DATE 1-6-6 If -
Property Owner's Authorization r
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 DATE _J 13 I—b
PLEASEPRINT CLEARLY
Owner/Applicant:
_-James kAlison popp-
Name
Street Address
et rrm n d hzA lie b I to
City State Zip
Telephone: YZ'; 073 1 !?Q
Email address (optional):
Applicant Representative:
_�a'me AS a W" e- k-
Narne
Street Address
City State Zip
Telephone:
Email Address (optional):
Critical Areas Checklist.doc/4.22.2003
I t
.0 CA File No:
*Critical Areas Checklist
Site Information (soils/ topography/hydrology/vegetation)
1. Site Address/ Location: / aliO.2 a gdmbndc Lv.+- 11POZ6P
2. Property Tax Account Number: '3-70q M-3 ODS 0'0 0(2
3.. Approx'miiate Site'Size (a'cres or s_qu�ie ieet):'!`rL, it 4 !O!g 4-1-
4. Is this site currently developed? �K yes; no.
If yes; how is site developed? 2-,- _S4-nrjj ciha),e -P-dMj1q d we lh'n!g
V
5. Describe the general sitetlopograp . hy. Check aH that apply.
Flat. less than 5-feet elevation change over entire site.
X Rolling: slopes on site geinerally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feety.
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 lessthan 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: no Approx. Depth:
7. Site contains areas of sea sonal standing water: r) 0 Approx. Depth:
What season(s) of the year?
8. Site is in the floodway ri n floodplain of a water course.
9. Site contains a -creek or an area where water flo,.4s,.acrossthe gr6unds surface? Flows are year-round?
60 Flows are seasonal? 60'. ' (Wh . at ti . me 0- . f year?
10. Site is. primarily: forested meadow ;shrubs-- n-dxed
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site: f)D
1.
2.
3.
For City Staff Use Only'
Plan Check Number, if applicable?:'��
Site is Zoned? —,4 1!j
44
SCS mapped soil type(s)? A I d �yy af -5 v& i�
�MMM-J
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
5. Site within designated earth subsidence Ian d*slide' 'hazard area?
L/2� VV aw 1dj_P2A - 4,7_1 1 C,1
DE�Et I
RMINATIQN
-STUDY REQUIRED
Reviewed bv: T
V
WArVER
Critical Areas Check] ist.doc/4.22.2003
CITY OF EDMONDS
COMMUNITY SERVICES DEPARTMENT
RIGHT-OF-WAY CONSTRU"m*yf FILE
A. * Owner: Washincrton Natural Ras Co
156 AV NE
ss
Ve"ffe'W9, WA 9 8 0 0 7.
City State Zip
9 Address or Vicinity of
Fermit No. ff
IssueDate
B. * Contractor: Same
Name,
Mailing Address
City
Stffte License Number,
State Zip
447-0700
Telephone Number
k,
Type of Work to be Don 'fQita"'k-)a new
cras servi;6e' /1g
14
Work in Connection With: 0 Sub or Plat
0 Commercial
0 Single Family'! 0 City Projects
0 Multifamily kkutility
Z
U
>4
0
U
W
Pq
0
17.
Z
0
U
04
0
V�
PavementCut: 1__1Y ON
APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the. City of Edmonds
harmless from any injuries, damages, or claims of any kind or description whatsoever, forseen or unforseen, that may
be made against the City of Edmonds, or any of its departments or employees, including or not limited to the defense
of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK.
. f,
Funds held from the Security I4pc,SA6� �stimaied restoration fee) will be held until the final street patch is completed
by City forces, at which time a debit oe credit will,be processed for issuance to the applicant.
—e A 24 hour notice is required for inspection; Please call Public Works: 771-3202
• Work is to be inspected during progress and at completion.
• Restoration to b e in accordance with City Code.
• Street tobe kept clean at all times.
• Traffic Control to be in accordance with City I regulations.
A All street -cut ditches must be patched with asphalt or City approved material prior to end of working day;
qq._excdptions..
I understand the a d that this perm ust be available at the job site for inspection purposes at all times.
Sign, e: 10/14/88
Owner or Contractor
This Permit Must Be Posted at the Job Site For Inspection Purposes
Call DIAL -;DIG Prior To Beginning Work
ISSUED BY:
Time Authorized: NPoiiafter 3c) —days.
Special Conditions:
Amendments:
PERMIT FEE:-4
Security. Deposit:
Receipt No.: —
Fund I I I Fee: —
Street Cut Dimensions:
x
NOWORK TO BEGINYRIOR TO PERMIT ISSUANCE
Eng. Div. July 1985
IRSFIELD. INSPECTION NO (F?unpd I I I Route copy to Street Dept.)
Comments:
CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO
Partial Work Inspection by P. W.:
Work Disapproved By: Date:
FINAL APPROVAL BY:- Date:
Eng. Div. July 1985
7810
_nIC-7922
J;
co
M
go]
iK3-11%
0
I
IWIN
RECEIVED
CITY of E D M (So.s. SI*E SEWER M I T
For Inspection Call 771-3202 1 A 11
PERMIT NO. 72153
F1 a —PUBLIG VVUK
Address of & ��� J ? — � 6
�V,Z_4x
Property Legal Description (Include all easements.):
LYNNWOOD L
Owner and/or Builder: T� 144f M. f
Contractor & License No: �XA) ae y-
Singl:e Family Residence
Multi -Family (No. of Units,
Commercial (No. of fixture Units
Invasion into C'ity�Right-of-Wayl: No Yes (if Yes, Right -of -Way
Construction Permit required. Call On e-Call-Center (1-800-424-5555) before any
excavation.)
Cross other Private Property: No 'r Of Yes',, easement required,
attach legal description a'nd county easementnumbe r.)
PLEASE READ THE ITEMS LISTED ON THE BACK
I certify that I have_i�_ead and shall comply
with the items listed on the back.
57-
TaTt e
Permit Fee: 30-00 Issued By:
Trunk Charge: C) (5 Dat e Issued: rg S
Assessment Fee:' Receipt No.:
Partial, Inspection:
Comments. Date Initial
Fin -al Inspection Approved: 121&
Date Inityal
co
Rejected:
C)
Reason Date —Tn—itial
PERMIT MUST BE -POSTED ON JOB SITE
White Copy.- File Green Copy Inspector Buff C o py Applicant
Side Sewer Drawing
ThAm C -9 CA m&%A
lay logo a EASEMENT NO. ------------ -----------------
NEW CONSTRUCTION REPAIRS F] LID NO - ------------------ ASMT. No - ------------------
OWNER --------------- CONTRACTOR --- B --- 4--M -------
-------------- ------------------- ------------------------------------------------------- PERMIT NO. -7
,Z
.53--
JOB ADDRESS J-820 -------- 7-G- Tro". W ------------------------- LEGAL DESCRIPTION: LOT No - ------ I ------------------------------- BLOCK E��
------------------------------------------------------------------- SP---11=84 ----------------------------------------------- ................
NAMEOF ADDITION ---------------------- ------------------------------------------------------------ ........
Ld
-11175 (REV. 11/78)
4">6-
IVE
0
3
Approxa:
-- -- ----- --- - - -----
DATI"- 4-19,85 ------ By jxdf-j4l ----------- --------
e or eVl
49 , , ��5-
Side Sewer Drawing -
,The City of Edriio'n*"ds
EASEMENT NO.: ............................ ..............
A
NEW' CONSTRUCTION REPAIRS LID NO . ............. . NO . ....... ..........
OWNER .................................................... CONTRACTOR'-...]3A.m .............. .............. —'.' PERMIT NO.
................................
A,�te� ....... A.F�PROA-1-S-2J,.&D.. LEGAL DESCRIPTION: LOT NO. BLO�K . ...........
ADDRESS . 14 -------------------------------
-�YNNWOOD L
INE;�
. . ................................ ------ -----------------------------------------------------
------------------------------
NAME ADDITION
OF .............................. ------------------------- .......... .............................................
102
<
34.5
35'
2.0.5*�
41' Moe
NLL G�` Y.C. P1 PC
PV4W-0001-11175 (RE
v 11/7
CITY OFEDMONDS
D'NEW
ADDITION
El RETIREMENT
LOCATION
INFORMATION SHEET
ADDITION TO ASSE.T NO.
�m
�Wo
DEPARTMENT FILE
CITY OF El
CONSTRUCTION PER
NAME (OR NAME OF 8
�) IF LT
MAILING ADDRESS
NDS ZONE
_C%EATION I joa —
IL lw-- 110DBRESLS'
- 4M IS1 1\ �s W
C11Y , TELEPHONE NUMBER
Ez VA 0 Iq P-S 7 6 2- 6 7- <j
NAME
NAME
_�km E
ADDRESS
CITY
STATE LICENSE NU
NUMBER
TELEPHONE NUMBER
CITY LICENSE NUMBER
Legal Description of Property - include all easements
(show below or attach four copies)
H
N/I
NEW LC!LJ RESIDENTIAL PLUMBING
ADDIALTER 1 1-1 NON-RESIDENTIAL I E].MECHANICAL
REPAIR RETAINING WALL SIGN
EXCAVATE FENCE
DEMOLISH El OR FILL ( X_ FI)
F-1 PRE -MOVE INSPJ - F-1 SWIM
r] SIDE SEWER EJ WATER LINE
0
CE El 1:1
r
L)
:q NUMBER OF STORIES INUMBEROF
UWLLLINU
UNI 16
NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
N EW - �,L;l DF VT I A, L I
RWMIT
NUMBER
IT" TIZIN L, . t1ttKj bUBDIVISION NO. LID NO.
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING REQUIRED DEDICATION
PROPOSED —0—
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED 17
STREET USE PERMIT REQUIRED 0 4 44�
SEE ENGINEERING MEMO DATED Z -9
SEE PIW DEPT. REVIEW CHECK LIST DATED�7
METER SIZE
BUILDING SUPPLY SIZE
SIGN AREA ENV. REVIEW
ALLOWED I PROPOSED I COMPLETE I EXEMPT
VARIANCE OR CU
IPLANNING REVIEW BY
YARDS Z!r f /0 /
FRONT SIDE
ECKED BY ITYPE OF
SPECIAL INSPECTOR AREA OCCUPANCY
REQUIRED GROUP
0 YES 1-1 NO I I
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
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
successors in interest, agrees to indemnify, defend and hold
21 harmless the City of Edmonds, Washington, its officials
s employees, and agents from any and all claims for damages of'
r
whatever nature, arising directly or Indirectly from the issuance
C hec
of this permit. Issuance of, this permit shall not be deemed I 0
modify,, waive or reduce any requirement Of any city ordinance
TOTAL AMOUNT DUE
nor limit In any way the-City's ability to enforce any ordinance
provision."
I hereby acknowledge that I have read this application; that the
information given Is correct; and that I am the owner, or the.duly
ATTENTION
authorized agent of the owner. I agree to comply with city and
state laws regulating construction; and in doing the work authoriz-
THIS PERMIT
ed thereby, no person will be employed in violation of the Labor
AUTHORIZES
ONLY THE
Code of the State of Washington relating to Workmen's Compensa-
WORK NOTED
tign Insurance. It .
INSPECTION
DEPARTMENT
lxXuHt: ((JVVNFR OR AGENT)
-
DATE SI NE
VALUATION
UNITS
LOT
0 6
Z
cc
W
W
Z
Z
ADB NO.
IORELINE#
op
.RAG
Z
Z
HEIGHT
OCCUPANT
LOAD
APPLICATION APPROVAL
This application is not a permit until
signed by the Building Official or his
Deputy; and fees are paid, and receipt is
acknowledged in space provided.
I A " CITY OF OFFICIAL'S SIGNATURE
jL I EDMONDS
ATTENTION 771-3202 DATE
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
A CERTIFICATE OF OCCUP LLOW — In
ANCY HAS BEEN GRANTED. UBC
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YE Spector
CHAPTER 3. PINK — Owner GOLD — Assessor
102-78 OCT 1 1 1984
11- P1 - E. 1. . 115 9,11 1
0
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43
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DATE: March&�982
MEMO TO: Building OfficiaSTREET FILE
Building Department
FROM: City Engineer
Engineering Department
SUBJECT: SEWER CONNECTION CHARGES
-18'2 0 9- -- --- 76th Ave * W- *
(Street Address)
Wayne Meyer
Owner)
Single Family Residence x Subdivision Plat
PRD Multiple Commercial
LEGAL DESCRIPTION: Lot 4 of Snohomish County Subdivision of
Lot 5, Block 3, Admiralty Acres, Section 18, T27N, R4E.
Z.F.F. Calculation:
Minimum Charge $ 300.00 Assessment
Lateral x( $ Lateral Charge
$ Equivalent Count
(when applicable)
Units(s)x( $25.00) $ Trunk Charge
$- Permit
TOTAL
jak
cc: Owner
Street address file
Rhohda Mar,,6h,,' Dt
I
FROM
FINISHED
— I I
CMVDARD 'DRAINAGE DETENTION SYSTEM
ITY
WORKSHEET
QWNM \J00APS_ aAd Alkno 404=;� CAILC BY:
,,192_0� 4o,", Ave PHOM.. 73 - 12-S 0
ADDPMS
C:d 0, 1, on d-s WA q202-6o 11-30 /0�z
IMPERVIOUS AREA
,.,fwk�
Vq90,1V I � I Ur I
SYSTEM CROSS SECTION
�k
VWXV.DEEP, 4-6' SPALLS OR EGUAL
2 X e X 3' DEEP, 3/4' CRUSHED ROCK
1 0 1/
"'DESIGN DATA
PIPE DIA PIP E LG
/6/eTENT113N PIPE LENGTH
HININLIN
CATCH BASIN
.3Z TO IX SLOPE
ORIFIC.E
%cATu&aW&1,1c6 or
CONC BOX OR RISER
N.
CONTROL CATCH BASIN
CONTROL
RECE IVED
FEB 0 2.2004
PERMIT -COUNTER
FROM CONTROL OUTLE T WAWiLD RUCK
55TFLOV TRENCH, HIM Ily LdM
PERr PIPE TO BE LEVEL
L P
PERr PIPE V/ END CAPS
TR T" I
JUMP OUFLEF PHOE"TMACIEME144"R VASHC191LIN ROcK
RUNOFF SPREADER -TRENCH
FOOTING DRMNS SIMLL NOT -BE CONNECTED 7V DETENTION SYWEM.
NOTES:
1. Call Engineering Division (771-MO) for a tightline and detention system inspection
before backfdling and for final inspections. APPROVED BY
2, Responsibility fbr operation and maintenance of drainage systems on private property is the
responsibility of tho property owner. Material accumulated in the -storage pipe must be flushed
out and removed from the catch basins to allow proper operation. 7he outlet control orifice DATE
-must be kept open at all times.
Table I — Detention Pipe Sizes
Impermeable
Required
Area Sq. Ft
Vol Cu Ft
2000
50
2500
62
3000
75
3500
87.
4000
100
4500
112
5000
125
Note: Allowable Pipe Materials:
Impermeable
Area Sq. Ft
2000�'
.1.259,0.1.,.
3000
4000
4500
5000
Pipe Diameter
a 8
150 180 24. 30
40
28
16
10
50
35
20
13
60
42
24
15 Required pipe
70
:,28
%18 --length In feet
80
56
32
21
90
63
36
23
100
70
40
25
Reinforced Concrete
Aluminized Steel
Aluminum
CMP Asphalt Coated
N — 12 ADS (Not permitted on roads)
Table 2 — Outlet Orifice Sizes
Outlet Orifice Diameter (Inches)
5/8
5/8
3/4
3/4
7/8
7/8
7/8
Table 3 — Rectangular Catch Basin Requirements
Detention
Max. size
Catch Basin
pipe diameter
knockout
Type
< 180
200
Type 1, C13 15
18' to 24:
260
Type IL, C13 16
248 to 36
360
Type 11, CB 19 19 (48' Basin)
36' to 421
420
Type 11, C13 19 19 (54' Basin)
*Source: Assoc. Sand & Gravel Co. Standards
5
Revised 3/16/95
\*6-Z<)O) -JiP- AO-t �AJ
Proposed Drainage Plan BStandard Plan Detention System
Basic Drainage Requirements
1) Concentrated Surface Water:
There is no concentrated sources of surface water on this property.
2) Scale of Existing and Proposed Buildings:
Dimensions of of all structures are included on Proposed Plot Plan.
3) Route Change for Concentrated Flow:
There is no concentrated sources of water on this property.
4) Existing Utilities and Proposed Drainage System:
All elevations are included on Proposed Plot Plan. Tightline drops two
feet from inlet to outlet. All utilities terminate at the west side of the house. The
majority of the property is covered in grass.
5) Surface Water Tributaries:
There is no concentrated surface water on this property.
6) Methods for Hand ' ling Surface Water:
There is no concentrated surface water on this property.
7) Temporary Sediment and ErosionControl Plan:
Loose straw will be used to cover all exposed surfaces during
constructiom Surplus dirt will be covered with plastic tarp.
8) Sequence of Construction:
Construction sequence is included in the engineering plans. Remaining
exposed area will be replanted immediately.
IMPERVIOUS SURFACE CALCS
Exist. Building Roof Outline: 1576 sf. (Constr. 1985)
Existing Driveway: 540 sf. (Constructied 1985)
Existing Patio: 120 sf. (Constructed 1985)
Proposed Roof Outline Addition A: 340 sf.
Proposed Roof Outline Addition B: 252 sf.
Proposed Covered Deck: 120 sf.
Total Impervious Surface w/o Driveway: 2408
Total Impervious Surface with Driveway 2948
HEIGHT CALCS
A = + 98
B = + 101
C = + 101
D = + 100
AVG GRADE = 100
ACTUAL = 124'
MAXIMUM = 125
1) Outflow Location:
Public storm drain is used as the outflow
location for detention pipe.
2) Detention Pipe Drop:
The detention pipe drops approximately
four feet.
3) Tightlines:
There is one tightline that is displayed on
the Plot Map. The roof drains are piped into this
tightline. Gravel is used for footing drains.
4) Detention Worksheet:
The detention -worksheet is included with
this packet.
Note: Driveway service water flow does not use�
the detention system. Topology does not allow
redirection of flow. Flow is directed to CB in
private drive.
Elevations
Proposed Addition A
Lowest Footing: 98. 7
Finished Floor: 101.7
Proposed Addition B
Lowest Footing: 98.8
Finished Floor: 102.7
SETBACKS:
FRONT-25'
REAR - 25'
L SIDE - 10'
R SIDE - 10'
RECEIVE
MAR 15 2004
PERMIT COUNTER
Lot Coverage:
1978 SQ. FT. (16%)
Lot Area:
12114 SQ. FT.
Lot Slope: 4%
James & Alison Pope
18209 76th Ave W.' Property Line
Edmonds, WA 98026 Cb
X
+ 9 31\1; A
00370800300500
N
Scale . oin.
: lin = 20ft x
oo.
Una Legend
— - — - — Property Line
............... Fence
< ) Distance
r7r'-I= Cinder Block
6" P
for
+93-
Proposed Plot Plan
,:p Xjb X,:p 4z� !1% ejfv 49 %1b %lb %lb
X hz X I X I XN1 XN XN XN XN XN XN XN XPI
XN XN XN X N N
03
11'6"
pig
see- TWAWA A
+gilB: :+101
— 1 0 Existi
Concrete;�
Patio C'
FEB 0 -2 2004
120 iiii I't
PERMIT
IOUA17-ER
48'0"
IN
Existing
E ci Existing
Residence
Tj-�' Garage WSP-Mba-t
770 sq. ft. APPROVED BY PLANN-1410i
440 sq. ft.
Stub Wpxo!"ax""'.
itline
CO
-----------
CO
10'Access & Utility Easment
S S
Existing
Asphalt
Driveway
Slope 5%
— 18'0"
CO 1 4,�!]
I T C 11 " A
IMPERVIOUS SURFACE CALCS
Existing Covered Porch: 52 sf. (Constructed 1985)
Existing Deck: 100 sf. (Constructed 1985)
Existing Driveway: 540 sf. (Constructied 1985)
Existing Patio: 120 sf. (Constructed 1985)
Existing Garage: 440 sf.(Constructed 1985)
Proposed Addition A: 324 sf.
Proposed Addition 13: 204 sf.
Proposed Deck: 120 sf.
99
HEIGHT CALCS
A = + 98
B = + 101
C = + 101
D = + 100
. 4co 4
AVG GRADE = 100.5'
ACTUAL = 124'
MAXIMUM = 126.5'
...........
0 D
+101
30'0"
0.00
e";o
[OC13 ZONE
DATUM PT +100
Top of CB SETBACKS:
P-S - 1 -2, ;
SIDE /61 1
REAR 21�1
OTHER
AWT=
FRONT - 25'
REAR - 25'
L SIDE - 10'
R SIDE - 10'
*7+102
0
Lot Cover F
1978 SQ. FT. (16%) 1
Lot Area: Q)
12114 SQ. FT.
Lot Slope: 4%
OWNER/CONTRA'C'TOR IS RESPONSIBLE
FOR EROSION CON". 901- AND DAMAGE
James & Alison Pope
1:8209761h-A-�e-W., Propeft Line
Xp sp
Edmonds, WA 98026 --- x - ----------- ..... -X ........
00370800300500 3 OL& . 4nk. & .1iL M
10,
Sewer
Easment
IV
Scale: 1 in= 20ft. Oin.
Line Legend
— - — Property Line
--------- Fence
) Distance
C3=x= Cinder Block
............... Easment
6" P
for I
9
1 tf& Proposed
11k.)
A--
-----
+9 8
---
24�0-
T�ro"OS24-0-
roposed
Addition A
iG'U�TERS/b-OWNSPOUTS 324; sq ft
Lowest Footin 9
j
0 T' 0 EXIST.
CONNEC jT
Elevabon
48'0"
P-pl-,-EF A8LEMGHTLlNt:;:
9?.?
MATERIAL G
/SDR 35 E---r E
Existing
iSCH 40 Tj-�T
Garage
440 sq. ft.
HANCOR c
&Wecr -150 StLST +10
------------------------
jswgm S4STE4A VJ113k
'S tul
etline-
ISM o0j 0 "oe—
1%0'
Existing
Asphalt
I -
Driveway
c-,
Slope 5%
M
EN3 - - - - - - - - - - -
C3
18'0"
.........
+98
1 11
..................................................................................................................
10'Access & Utility Easment
IMPERVIOUS SURFACE CALCS
Exist. Building Roof Outline: 1576 sf. (Constr. 1985)
Existing Driveway: 540 sf. (Constructied 1985)
Existing Patio: 120 sf. (Constructed 1985)
Proposed Roof Outline Addition A: 340 sf.
Proposed Roof Outline Addition B: 252 sf.
Proposed Covered Deck: 120 sf.
Total Impervious Surface w/o Driveway: 2408
Total Impervious Surface with Driveway 2948
HEIGHT CALCS
A = + 98
B = + 101
C = + 101
D = + 100
AVG GRADE = 100.,'
ACTUAL = 124'
MAXIMUM = 125.
149'
'103
-6 .................................... ........ ................. .........
B'
12'0"
Existing
Concret
+ 14 on I
Patio
-- --------
--------------
12'0"' 'MAR V5,20
to > -0
12 St 3
PERMIT COLWM
Existing'.
2D 4 i
Ca CL tm"4 - �
Residence
Lowest Footing P
Elevation 9?.,?
770 sq. ft.
V
Proposed
r, �, A A^
Deck 9
A 120 so. ft.
r--'/ ............ D
-------------- 77 -----
4.101
fo
-fO '_RE-31ED INTO
3 0" �,NWENTION SYSTEM
+102
...........
.................... VIM ............................. /
DATUM PT +100
Top of CB AS WOTED.
........................................... 1NEERING
.. , B�, �RQ . -1 1
Date: .
Elevations
Proposed Addition A
Lowest Footing: 98.7
Finished Floor: 101.7
Proposed Addition B
Lowest Footing: 98.8
Finished Floor: 102.7
-JW1 _V14=-
�V- N" AWM
SETBACKS:
FRONT - 25'
REAR - 25'
L SIDE - 10,
R SIDE _ 10'
wro ;9*7,%MWr,
AM4
Lot Coverage:
1978 SQ. FT. (16%)
Lot Area:
12114 SQ. FT.
Lot Slope:..4%
CITY COPY
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CITY (8 EDMONDS '' '
P-W- DEPT. ENGINEERING DIV.
EXAMINE 0
By A4,IAI&DAIE
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1144.63'..
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13,6430
(NET)
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SCALE: If. 4o,
SHORISUBDIVISION
FOR
� . THOMAS E. BELT
—COT 5,13LOCK 3,ADMIRALTY ACRES,'
EDMONDS,
WASHINGTON::
. ;, n
Ise.
0948 NMAVF offf""W COPMK&TMM - ftAPOOM
L�t - @Cuomo nk 0001 - Pft%q" r"Mwills
KM OWL 3-S-04
IN NE 1,4 GEr,
TION 113) P-4 E.. W. M.
1*-40'1 63-1091
DEC-30-2003 1?:OG
16 ICAGO TITLE
hxMitill tj**
425 259 9242
juraErd r MUER6AMD. PAA
RODEFITC:.1once, P-L
P. 03/03
Lovell-Sauerland & A93SOCiates, Incl
r,112104411 stirverm j*,.jftPrFL*"1 Conawls-16 & Mennen
17 -1091
AUT14 ItIZED March 6, 1984
JT
IT It Filo No. 83
'RECORDING
CITY OF EDNIONDS LICAL DESCRIPTIONS FOR
By THOMAS E, BELT SHORT SU13DTVTSIDti
Pat"o A 6� Of
CNTIRE PARCEL
Lot 5, alook 3, AdmiralLy Acres, according to th* Plat thereof recoracd
in Volvma 12 or Plats, page 48, rccorda or Snohomich County, Washingtonq
PAnCEL I
The west 158.00 feCt, as mcasalred alon . 9 the north line, of the north
89.46 fuat or Let 5, Block 3, Admiralty Aarge, according to the Plat
thereof recorded in Volume 12 of Pldt5, page 48, recordt of Snohomish
County, Washington.
SUBJECT TO and TOGIETI-111t WITH the term and conditions Of Lhat cartlin
nNotice of Easomant and Maintellance AgrccmcnI;" recorded under Auditor's
File No. 8403140190 , records or Snohomish CQunCY, Washington.
PARCEL 2
Tho-north 09-46 feet of Lot 5, Block 3, Admiralty Acre3j according to the
plat thereof recorded in volume 12 of Plats, page 48,.recordo of Snohomish
County, Washington-
CXCEPT the weat 158-00 root as measured along the north line thereof.
S1.1131ECT TO and TOCFTHrR WITH clie terms and conditions of that certain
"Notice of Casement and Maintenance Agreement" recorded tinder Auditor's
File No, 8403140190 , records or Snohomish Coun*ty, Washington.
PARCEL 3
f recorded
Lot 5, Block 3, Admiralty Acres, according to the plat thereo
in Volume 12 of Plats, page 48, records of Snohomish County, Washington,
EXCEPT the north 89.46 fcatj and,
EXCEPT tjjc wcAt 158.00 feet as measured along the couth line thereof.
o of that cartain
SUBJECT To and TOCETIV WITH the terms anti condition,
111qotice of Eascmcnt and Ilaintcnanot; Aijrcomont" recorded undor Auditor's
rile No. 8403140190 , records of Snoliamish Countyj Washington.
PARCEL 4
The wcot 156-00 feet, no measured ilong the couth line, of Lot 5, Black 3,
Admir4lty Acrc3, according to thd plat Wicraof rocordod in Volume 12 of
Plats, potjc 481 records of Snohomish County, WjahIngton.
EXCEPT the north 99.46 foot thereof.
SUGOECT TO and TOCETHER WITH the terms and condLtions of mat certain
"Notice of Easement and Maintenance Agreement" recorded under
File No. 13.403140190 , records or Snohomish County, Washington.
RA040900
54
CITy r)"
P. W.
DIV, 20100-ioOTHW. EDMONDS'WA 98020 PHONG776-1601
AAA
TOTAL P.03
Received Dec-30-03 05!41pm From-425 259 9242 To-WAMU CAPITAL MARKETS page 003
MEMO TO: Building Division
Planning Department
FROM: Engineering Division
Publ ic Works Department
SUBJECT:
. I ZZLO !��—A AL mj
After review of the subject Building Permit application, vie have the following
comments:
Connection to City water system required.
Connection to City sanitary sewer system required.
3. Right-of-way permit required for any work on C-ity property.
4. Driveway slope not to exceed 14%
Backwater valve required if downstairs plumbing is below elevation of
upstream manhole.
6. Water and sewer lines to be separated by 10 foot minimum.
rim
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U.
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08/og/oo WED 14:17 FAX 206 447 0215
OGDEN MURPHY WALLAJN
Wj V V.L
RECEIVED
Wj_. 0 0j ZRI111
ENGINEERING
FACSIMILE TRANSMITTAL SHEET
#16DEN
UIRRI-ff
M
�ALIACE
r� L. 1, C
&TTORN CYS At LAW
,� 11 0-k)(
I Date Transmitted I I
8�8/00
Attention Fax Number Total Pages (w/Cover Pag6)
Don Flene - City of Edmonds (425) 771-0221 9
imnal
Sender/Assistant
Jarnes E. I-laney
OMW Accounting (C/Al) No.: 00006-060041
I;tE: Ta Deng - FeiTinville
NOTES:
141 Don:
Forwarded D!� Not Forwarded
Fax Number
(206) 447-0215
I
OMW Billinar No.:
t�,
Phone Number
(206) 447-7000
00006.060041
Pursuant to iny voice mail,, I'm faxing you the signed Stipulation and Agrced Judgment and Decree of Appropriation for
Parcel 8, which I picked up from Mr. Deng this morning. I need a check from the City in the amount of $3,425.00
payable to Ta Deng ASAP. As soon as I have the check, I'll forward it to Mr. Deng and will enter the Judgment. As soon
as the Judgment is cntcrcd, the City has full possession, use, and title to the easement on Mr. Deng's property. Let me
'know if you have any questions.
CONFIDENTIALITY NOTE
'nie docUlTlenL(s) uccompanying this facsimile transmission conlains information fi-om the Law Firm of Ogden Murphy Wallace, 11I.L.L.C. which is
confidential or privileged. The information is intended to be for lhc use of lhc individual oi entity named on this 11'ansmittal sheet, if you are not the
intcndcd recipient, be aware that any disclosurc, copyin ' C, distribution or use or lhc contents Of this TTansmicted inrormation is prohibitcd.' if you have
rcccivcd this facsimile in error, PlCaSC notify Lis by telephone Immediately so thot we can arrange foi- the retrieval of ihc original documents at no co.;t
to you,
j
Es,mblished 1902
A Member of the International Lswyers Network with independent member law firms worldwide
1601 Fifth Avenue, Suite 2100 - Seattle, WA -08101-1686 - 206,447,7000 - Fax: 206,447.0215 - Web: www.omwlaw.com
o8/og/oo WED 14:18 FAX 206 447 0215 OGDEN MURPHY WALLA% Wj VU A
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IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON
IN AND FOR SNOHOMISH COUNTY
CITY OF EDMONDS, a Washington
municipal corporation, ,
Petitioner,
V.
DANIEL F. KING and JULTE KING, hUsband
and wife-, CHICAGO TITLE INS.
COMPANY; WASHINGTON FEDERAL
SAVINGS -FRONTIER BAN'K; and all other
persons or parties known or unknown or
Unknown heirs claiming and rights, title, estate,
lien or interest in the real estate desen'bed
herein,
Parcel I Respondents,
MARK L. LUSIER and LAUREL M. LUSIEF,
husband and wife, CHICAGO TITLE
AGENCY OF SNOHOMISH COUN' I _ y
FIRST INTERSTATE SANK OF
WASHINGTON, INC., N.A., and all other
persons or parties known or unknown or
unknown heirs claiming any rights, title, estate,
lien, or interest in the property described
herein,
Parcel 2 Respondents,
DOUGLAS P. FRECHTN and KAREN M.
FRE CHIN, husbandand wife, FIRST
AMERICAN TITLE INSURANCE CO.; U S.
BANK NATIONAL ASSOCIATION, and all
other persons or paTtles known or unknown or
unknown heirs claiming any rights, title, estate,
lien, or interest in the real property dcscribed
NO. 00-2-02938-0
STIPULATION AND AGREED JUDGMENT
AND DECREE OF APPROPRIATION FOR
PARCEL 8
STIPULATION AND JUDGMENT FOR PARCEL 8
ORIGINAL
OGDEN MU1:0-1Y WALLACE. P.L.L.C.
1601 Fifth Avenue, -Suite 2 100
Scat0c, Washingwn 98101-1686
'I'cl: 206-447-7000/Na: 206447-0215
08/og/oo WED 14:18 FAX 206
215 OGDEN MURPHY WALLAJJ,
WJ v U,)
herein,
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Parcel 3 Respondents,
GARY D. GRABER and DENNY RUTH
GRABER, husband and wife; and all other
persons or parties known or unknown or
unknown heirs claiming any ri&S, title, estate,
lien, or interest in the real estate described
herein,
Parcel 4 Respondents,
PHILI]P E. IlILLSTOM and MARYJANE L.
HILLSTROM, husband and wife; RENE VAN
LOVEREN and DIANA L. VAN LOVEREN,
husband and wife; KURT W. LARSON and
LINDA A. LARSON; husband and wife;
MAHMOLTD H. JAHED; FIRST
AMERICANTITLE INSURANCE
COMPANY; EXECUTIVE HOUSE, INC.;
FIRST SAVINGS BANK OF RENTON; U.S.
BANK TRUST COMPANY, NATIONAL
ASSOCIATION; U.S. BANK NATIONAL
ASSOCIATION, ND; COMMONWEALTH
LAND TITLE COMPANY OF SNOHOMISH
COUNTY; WASHINGTON FEDERAL * .
SAVINGS; RAINIER CREDIT COMPANY;
BANK OF AMERICA, who acquired an
interest as SEA'1717 LE -FIRST NATIONAL
BANK; OLD REPUBLIC TITLE, LTD.;
CALIFORNIA FEDERAL BANK, A
FEDERAL SAVINGS BANK; FIRST
NATIONWIDE MORTGAGTE
CORPORATION; ASSIST, INC., a
Washington corporation; ALPINE
MORTGAGE SERVICES, INC; COLONIAL
MORTGAGE COMPANY; aild all other
persons or parties.known or unknown or
unknown heirs claiming any nights, title, estate,
lien or interest in the real estate described
herein,
Parccl 5 Respondents,
BRUCE W. ERICKSON and NANCY L.
ERICKSON, husband and wife; FIRST
AMERICAN TITLE; COUNTRYWIDE
HOME LOANS, INC.; COMMONWEALTH
LAND TITLE OF SNOHOMISH COUNTY;
EQUICREDIT MORI-GAGE LOAN
COMPANY; U.S. BANK NATIONAL
ASSOCIATION; and all other persons or
part' es known or unknown or unknown heirs
claimine� any riRhts, title, estate, licn or interest
JJC.H443095. DOC; I /00nn6,0(,GA4 100041 �
STIPULATION AND RJDGMENT FOR PARCEL 8
-2
00DEN MUPJJ14Y WALLACE, F.1, I, C
1601 Fifth Avcnuc, SUiTC 2100
Scuffle, Washington 98101-1686
Tel: 206-447-7000/Fu! 206-447-02 15
o8/09/00 WED 14:19 FAX 206 447 0215 OGDEN MURPHY W LLAk 10004
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I in the real estate described herein,
Parcel 6 Respondents,
PHILIP E. HILLSTROM and MARYJANE L.
HILLSTROM, husband and wife; FIRST
AMERTC,kN TITLE INSURANCE
COMPANY; EXECUTIVE HOUSE, INC.;
FIRST SAVINGS BANK OF R-ENTON; U.S.
BANK TRUST COMPANY, NATIONAL
ASSOCIATION; U.S. BANK NATIONAL
ASSOCIATION N.D.; and all other persons oi
parties known or un.1cliown or unknown heirs
claiming any rights, title, estate, lien, Or inLere,,
in the real estate descn'bed herein,
Parcel 1 Respondents,
TA DENG and CHAOHONG HU, husband
and wife; TRANSAMERICA TITLE INS.
CO.; CROSSLANDMORTGAGE CORP.;
and a] I other persons or parties known or
unknown or unknown heirs claiming any
rights, title, estate, lien, or interest in the real
estate described herein,
Parcel 8 Respondents.
1. STIPULATION
COME NOW the Petitioner City of Edmonds, and the Parcel 8 Respondents Ta Deng and
Chaohon- Hu, and hereby stipulate and agree as follows:
0
The Parcel 8 Respondents Ta Deng and Chaohon- Hu arc the fee title owilers of the
property desciibed on Exhibit A attached hereto and. incorporated herein by this reference as if set
I
forth in full.
1). The Petitioner City of Edmonds has agreed to pay, and the Parcel 8 Respondents Ta
Deng and Chaohong I-lu have agreed to accept, the sum of $3,425.00 as just compensation for
Petitioner's acquisition of the permanent sanitary sewer easement sought in the Petition for
Condemnation herein in the real property which is legally described on Exhibit A attached hereto
'JE I JA43095. DOC; J/UL-UU(,.?JGNJ4 I i0(.*V4J �
OGDEN MURPHY WALLACE, P.L.L.C.
STIPULAT ION AND JUDGMENT FOR PARCEL 8 1601 Fifth Avcnuc, Suite 2100
Scattic, Washington 98101-1696
-3 Tel; 206-447-7000/Fax: 206-4d7-0215
ovoq/oo WED 14:19 FAX 206 44-7 0215 OGDEN MURPHY IVALLA4 10005
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� and incorporated herein by this reference as if s et forth in full. The Petitioner City of Edmonds and
the Parcel 8 Respondcrits Ta Deng and Chaohong Hu stipulate that the above -referenced amount
C)
I constitutes full and complete just, compensation for said permanent sewer easement, including all
� costs or attorneys fees incurred by the Parcel 8 Respondents Ta Deng and Chaohong Hu, or to which
I the Parcel 8 Respondcrits Ta Deng and Chaohong Hu may otherwise be entitled by virtue of this
action. The Parcel 8 Respondents Ta Deng and Chaobong Hu hereby acknowledge receipt of the
0
sum of $3,425.00 from the Petitioner City of Edmonds
3. Upon entry of this Judgment and Decree, the Petitioner City of Edmonds should be
and become the owner of a permanent easement for the installation, operation, ai-id maintenance of a
sanitary sewer main and appurtenances over, across, through, and below the property described on
Exhibit A, and the further night to remove trces, bushes, undergrowth and other obstructions
interfering with the location, construction, and maintenance of said sanitary sewer main and
appurtenances, together with the night of access to the easement at any time for the stated purpose, as
against the Parcel 8 RespondentsTa Deng and Chaohong Hu, and any persons claiming, by, through,
or under the Parcel 8 Respondents Ta Deng and Chaohong Hu, and free from any and all liens and
encumbrances.
4. The Petitioner City of Edmonds shall restore 10 Substantially the original condition
such improvements as are disturbed during the construction, maintenance, and repair of the sanitary
sewer main and appurtenances, provided that the Parcel 8 Respondents Ta Deng and Chaohong Hu
and. their successors iri title shall not construct wiy permanent structure over, upon, or within the
permanent easement granted by this Judgment and Decree
5. Petitioner and the Parcel 8 Respondents Ta Deng and Chaohong Hu further stipulate
and agree that the Court may enter the Agreed Judgment and Decree set forth below.
tiF-H-3515DOCA/00006 06004 1 OWU411 OGDEN MURPHY WALLACE, F.L.L.C.
STIPULATION AND JUDGMENT FOR PARCEL 8 1601 Fifth Avenue, Suitc 2 100
Seattle, Washington 98101-1686
-4 Tel: 206-447-700()/Fax: 206-447-02 15
08/09/00 WED 14:19 FAX 206 447 0215 OGDEN MURPHY WALLA# WJ UU6
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DATED this - day of 2000.
OGDEN MIMHY WALLACE, P.L.L.C.
James E. Haney, WSBA No. 11058
Attorneys for Petitioner, City of Edmonds
Ta Deng, Respond(4it pro se
Chaohong Hu, R66ondent prose
11. ACRE ED JUDGMENT AND DECREE OF APPROPRIATION
THIS MATTER having come on regularly before the undersigned Judge/court cornmissioner
of the above-entit1cd Court upon the foregoing stipulation of the parties and the Court having heard
the representations of counsel and being fully advised in the premises, now, therefore, it is hereby
ORDERED, ADJUDGED AND DFCRBED that the just compensation that must be made by
the Petitioner City of Edmonds to the Parcel 8 Respondents Ta Deng and Chaohong Hu and all
persons claiming by, through or under the Parcel 8 Respondents Ta Deng and Chaohong Hu for the
Petitioner City of Edmonds' condemnation, taking, and acquiring of a permanent sanitary sewer
0
casement in the property which is the Parcel 8 of this condemnation action and which is more
particularly described on Exhibit A attached hcreto and incorporated herein by this reference as if set
forth in full, is $3,425.00, and it is further
1) OGDEN MUPLPHY WAI-1-ACE, P11.C.
STIPULATION AND JUDGMENT FOR PARCEL 8 1601 Fifth Avenue, Suitc 2 100
-5 Seattle, Washington 98101 -IGS6
Tel: 206-447-7000/Fax: 206-447-0215
08/09/00 WED 14:20 FAX 206 447 0215 VGVEN PIURYM WALLA
WJ UU I
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ORDERED, ADJUDGED AND DECREED the Petitioner City of Edmonds has paid
Ithe sum of $3 ),425.00 to the Parcel 8 Respondents Ta Deng and Chaohong Hu and the Parcel 8
Respondents Ta Deng and Chaohong Hu have accepted the saine as just compensation., and the
Judgment herein is therefore satisfied, and it is further
I ORDERED, ADJUDGED AND DECREED that upon entry of this Judgment and
I Decree, the Petitioner City of Edmonds is hereby adjudged and decreed to be the owner of a
I permanent easement for the installation, operation, and maintenance of a sanitary sewer main and
I appurtenances over, across, through, and below the property described on Exhibit A, and the further
I night to remove trees, bushes, undergrowth and other obstructions interfering with the location,
I construction, and maintenance of said sanitary sewer main and appurtenances, together with the right
of access to the easement at any time for the stated purpose, as against the Parcel 8 RespondenLsTa
Deng and Chaohong Hu, and any persons claiming by, through, or under the Parcel 8 Respondents
Ta Deng and Chaohong Hu, and free from any and all liens and encumbrances, and the Petitioner
City of Edmonds shall be entitled to take, hold, own and at all times use and possess the said
easement as the owner thereof, and it is further
ORDERED, ADJUDGED AND DECREED that the Petitioner City of Edmonds shall restore
to substantially the original condition such improvements as are disturbed duning the construction,
maintenance, and repair of the sanitary sewer main and appurtenances, provided that the Parcel 8
Respondents Ta Deng and Chaohong Hu and their successors in title shall not construct any
pen,nanent structure over, upon, or within the permanent easement granted by this Judgment and
Decree, and it is further
ORDERED, ADJUDGED AND DECREED that the provisions of the foregoing
stipulation are hereby incorporated in full by this reference and are ratified and made a part of this
Judgment and Decree.
(KIL443095. DOC; 1/000N.1-UH91/060041 � OGDEN MURPHY WALLACE, PlI.C.
STIPULATION AND JUDGMENT FOR PARCEL 8 1601 Fi fth AvLnue. Suitc 2100
ScatTIC, Wishington 98101-1686
-6 Tel: 206-447-7000/Fix: 206-447-021S
o8/cig/oo WED 14:20 FAX 206 447 0215 OGDEN MLIRFHY IVALLA4 wjVV0
6 .
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DONEIN OPEN COURT this _ day of
I Presewed By:
I OGDEN MIJ'RPHY WALLACE, P.L.LC.
James E. Haney, WSBA No. 11058
Attonieys for Petitioner, City of Edmonds
2000.
JUDGE/COURT COMMISSIONER
Approved as to Forrn. and Noticc of Presentation
Waived:
Ta Dcna, Respondepro se
JI 4V V�k
Chaohong Hu, RespUndent pro se
jjEH4A3095.D0C'. I tOLK)MA160191/06004 11 OGDEN MURPHY WALLACE. P.L.L,C.
STIPULATION AND JUDGMENT FOR PARCEL 8 L601 Pifth Avenuc, Suite 2 100
Sent0c, WashinVoti 98101-1686
-7 Tel: 2U6-447-7000/Fax: 206-44?-0215
ovoq/oo WED 14:20 FAX 206 447 0215 OGDEN ML1J.<Yk1Y WALLA#
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EXHIBIT A
The Legal Description of the entire parcel owned by the Parcel 8 Respondents Ta Deng and
C I haohong Hu aiid. from which the permanent sanitary sewer casement is taken is:
Lot I asdelincated on City of Edmonds Short Plat S-11-84, recorded
under Recording No. 8404090054, Records of Snohomish County,
Washington; (being, a portion of Lot 5, Block 3, Admiralty Acres,
according to the Plat thereof recorded in Volume 12 of Plats, page 48,
Records of Snohomish County, Washington); situate in the County of
Snohomish, State of Washington.
The permanent sanitary sewer easement acquired in this action is a portion of the foregoing
0
� parcel legally described as follows:
A strip of land 10 feet in width being 5 feet on each side of the
following described line:
Beginning at the northwest comer of the above described property;
thence South 12'08'15" West., 5.79 feet to the True Point of Beginning
of the centcrlinc of said easement; thence South 88*56'28" East,
157.76 feet to a point of intersection with the easterly line of the
above -described property, said point being the terminus of this
centerline descniption.
Said 10-foot strip of land extending to exterior lines of the above-
desciibed property.
!JElt4A3t),)5.00C;11($OD06.06004110600A I I OGDEN MURPHY WALLACE, F.L.L.C.
S711PULATION AND JUDGMENT FOR PARCEL 8 1601 Fifth Avenue, Suitc 2 100
Sank, W2shingtan 98101-1686
Tel: 206447.7000/Fax: 206�447-0215
!-MEMO
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---------------------------- 0 MetroScan Snohomish
OWner ' :Pope James W/Alison L
CoOwner
Site Addr :18209 76th Ave W Edmonds 98026
Mail Addr :18209 76th Ave W Edmonds Wa 98026
Rec Date :12/05/2003 Deed :Warranty
Price :$250,000 Loan :Conventional
Aud Fee# :93 LnAmt :$200,000
ActualUse :
Lender :.Bank Of America.
Vest Type :Married Persons IntTyp:Fixed
Bldg Name :
Land Use :111Res,Single Family Res,Detached
NbrhdCode :3104000
Zoning :Rs-12000
Sub/Plat :Admiralty Acres
Legal , :ADMIRALTY ACRES BLK 003 D-00 W
:0 - - -: - - - - - - - - - - - - - - - - - -
RTS 04E27N18 -NE
APN :00 3708 003 005 00
OldParcel :3708 003 005 00 08
Parcel ID :1061728
MHLotAPN :169000
Structure :$96,000
Land :$73,000
Total :$169,000
Levy Cd :00217
2003 Tax :$2,202.41
Phone
%Owned :100
Volume :12 Page :48
Easmnt
r,=n 07 7 a
Tract :502.00Block :3
Map Grid :455 A2
Bedrooms
:3
Bldg SF :1,554
LotAcre :.32
Year Blt
:1985
Bath F/H
:2 /1
1st SF :770
Lot SF :13,939
EffYrBlt
:1985
Stories
:2
2nd SF :784
Roof
BldgGrad
: Avg
Fireplace
:1
3rd SF
View
BldgCond
:Good
Units
:1
4th SF
WtrFront
Water
:Yes
LowerLvlSF
:
BsmntSF
Sewer
:Sewer
Information compiledfrom various sources. Real Estate Solutions makes no representations
or warranties as to the accuracy or completeness of information contained in this report..
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--------------------------- MetroScan Snohomish (WA) ----------------
Owner :�Pope James W/Alison L Par*:00 3708 003 005 00
Site :18209 76th Ave W Edmonds 98026 Xfered:12/05/2003
Mail :18209 76th Ave W Edmonds Wa 98026 Price :$250,000
Use:111 Res,Single Family Res,Detached Phone
Bedrm:3 Bath:2.50 TotRm: YB:1985ool: BldgSF:1,554 Ac:.32
Information compiledfrom various sources. Real Estate Solutions makes no representations
or warranties as to the accuracy or completeness ofinformation contained in this report.