19905 88TH AVE W.PDF8441
19905 88TH AVE W
ADDRESS: Z�
TAX ACCOLTNT/PARCEL NUMBER: —
BUILDING PERMIT' (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: [] Conditional Waiver E] Study Required Z?<aiver
DISCRETIONARY PERMIT #'S: —4 ICT
DRAINAGE PLAN DATED: / �/,�
PARKING AGREEMENTS DA
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
PLANNING DATA CHECKLIST DA
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACTAIENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
LATEMADSrsTonnAStreet File Checklist.doc
tZ-- ...... 0 ....................... . N��
CUSTOMER — EUC
w In
lui, V CONTACT
Edmon& Utifies Consorfium
U form
.........................................
A coordinated utility environment which maximizesjoint utility opportunities to provide quality servicefor the citizens ofEdmonds
................................................................ . .. . .... . ........................ . ..... . .. . ................... i
YOU WILL BE GIVEN A CONFIRMATION NUMBER BY EACH
UTILITY ONCE YOU HAVE INFORMED THEM OF YOUR PROJECT.
SITE ADDRESS: Pq 0 5
# 60 6 �-p 00el
001A
You will need to provide PUD with a site plan and a completeN
Bob Kakaley — 425-670-3214
New Service Questionnaire.
PUGET
SOUND
# 173
ENERGY
New Customer Construction
Call to verify gas availability and to coordinate service install.
Department - 1-888-321-7�79
You will need to provide parcel number, contact phone number
and mailing address.
# J
9P ool DO) F),
Dow Brandley — 425-710-4118
You will need to provide Verizon with the location of your
project, total line requirement, and the date in which service is
required. A copy of your development plan may be required.
06/'< zqz' - _5 "D -7-7 7
COMCOASto imm—
# A)O /43 �7A"'-%6r
---E
877-824-2288
You will need to proved Comcast with the location of your
project, a copy of your development and site plan (digital copy
if available.) The date in which service is required and a list of
contact names, phone numbers & mailing addresses.
#
ds
Steve Dunphy - 425-774-7769
For customers in Olympic View Service Area
You will need to provide OVWSD with the survey map of your
site and complete a development information form.
!E't,
&-I
THIS FORM MUST BE COMPLETED AND GIVEN TO DEVELOPMENT
SERVICES STAFF AT THE TIME OF PERMIT SUBMITTAL
0
0
PLANNING DATA
NAME: DATE:--j5,L Wo q
SITE ABDRESS: ago T 7M 7wf � '1717 -PLAN CHK#:. 0 a,0 6
PROJECT DESCRIPTION: NSFE
REDUCED SITE PLAN PROVIDED?:6es)f N
MAP PAGE: CORNER I LOT:§01 �No FLAG LOT: (Y No
ZONING: CRITICAL AREAS DETERMINATION o� - X71
Study Regulred:
Conditional We
SEPIA DETERMINATION:
El Fee
13 Checklist
[3APO list w/ notarized form
El (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or. Lake Ballinger)
PIPempt
�77:
gcol
SETBACKS:
Required Setbacks:
Street ..X2 Lel 7 Right Side- Rear
Actual Setbacll
Street: Left Side: Right.Side: Rear
Street map chocked for additional setback required? IlYei)l No DNA) LT
Q DETACHED STRUCTURES: 111" flff'�j dej-1rarn-- 0-1P I .
El ROCKERIES: OLXtx Yo'� , 11 OK vf- -�LZPA, t'v, o
El FENCES/TRELLISES:
DBAY WINDOWS I PROJECT-ING MODULATION:
STAIRS / DECKS: �- CA 7/
PARKING: Required: Cq- Actual: f
t UQ F
LOT AREA:
BUILDING HEIGHT
Datum Pol
Maximum,
A.D.U. CREATED?:
W11 /41
0/0
Elevation:
Height:
SUBDIVISION: 5 �S
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED:
OTHER-
4Al
Plan Review By.
NewBPPIanningDataFornLD0C
STANDARD DRAINAGE DETENTION SYSTEM
WORKSHEET
�NM 01
OV
, C-w
1CA r
IMPERVIOUS AREA
6000
ium CONTROL Cl
L
WX BY -
'DATE: -
**"*DES/GN DATA*****.
PIPE DIA PIPE LG
WENTION PIPE LENGTH
ZX TO 1% SLOPE
UPPER CATCH BASIN
ORIFICE
NO LID
1m)
MEWS% Or
CONC BOX cot RISEN
:a
OUTLET CONTM
CONTROL CATCH BASIN
SYSTEM CROSS SECTION
,-WX6-)XrP, 4-6- &-A"S OR COUAL
rX 2'X 3* OCEP, 3/4' CRUSHED ROCK
I -
a
Ldm
V,
VOMMINFm
JUMP
7- Mir RUNOFF SPREADER. TRENCH
t: F
FOOTING DRMNS SZUU NOT-Z!E CONNECTED 70 DETEIMON SYMM
r-_
NOM.
1. W Engineering Division (771-TM) for a tightline and detention sYstem iPe-�fioa
befim backfilling and ibr find kqmfiom -
2. Responsibility for operation and maintenance of drainage system on private pvopertY is do
ibility of ffid ProPertY Owner- Material accumWWed in tbe-domp pipe must be Bus
wsponsi
—.t --A rmnnved from the cat& basins to allow Proper Operation- Tk6 oWet control or'fice
APPROVED BY
DATE
0
0
PLANNING DATA
NAME: bob V I 5tA
SITEADDRESS: 19905 -
PROJECT DESCRIPTION: A
CHK#: 03-35-5'
REDUCED SITE PLAN PROVIDED?: ( CesL/ Njo _4 �:-A P"
-5- (r'0'j- 56.r^c A
MAP PAGE: f2-S CORNER LOT: N FLAG LOT: CICes
ZONING: gs-e - CRITICAL AREAS DETERMINATION#: 02 - 2 3 j
U Studv Reauired:
@'Waiver
Ll Conditional Waiver
SEPA DETERMINATION:
Ll Fee
13 Checklist
Ll APO list wl notarized form
Ll (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
LlExempt
SETBACKS: V'_4 bo."-
Required Setbacks: Mq
Fft- Street: 2-5- Left Side: -7, �' Right Side: Rear: 7, �3_
Actual Setbacks:
Street: 25' Left Side: ZS' Right Side: I MUM.
Street map checked for additional setback required? (;es //Ino / DNA)
F-1 ncIrAflucrN alro"t-r"Mme r"%e fl� - - '-'-4b - aA-
ROCKERIES: &v4jvz� r4-
Ll FENCEsrrRELLISES: A-W
Or BAY WINDOWS / PROJECTING MODULATION
,I[.-
, 96,1"
Ts 7's #. 0
(,5�'rej'A
-," - a'/- 1'�' SeA-t'C"". ('K' A -3 1 r_,rj', - 7,)
'I--- ,, 4'�.e pl*n
U STAIRS/ DECKS: *.v �6- 50cam. VWZ�OP� &W�7 e—
PARKING: Required: Actual: 3
LOT AREA: 18" b 7 �
LOT COVERAGE 87 �- IS-Z-7 d0a- ij2- = ��Z(o
Calculations: '/ 6 24 14, ( 0/.
BUILDING HEIGHT:
Datum Point:, Cttx� 19,54� )9�t W. - r% Datum Elevation: 360, 3 9
Maximum Allowed: —Actual Height: 44-,57
A.D.U. CREATED?: �,,A r,.-rke4 14- -rkrl V�_'Jj-
SUBDIVISION: 6 P- 03 - 2-5-
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED:
OTHER:
Plan Review By:
NewBPPIanningDataF,orm.D0-C
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A ACr-E THE MWCORNER
196Tm ST SW
OF NE714012NI
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S88-38140-E
(a-qS OF BEAFNdg)-
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FOUND BRASS ROD W')r
ACCEPTED AS THE ME
CORNER OF ME IM. MW 114
1336.83'
SET X 21
:!�W
PTAS
.40
�—'484*34'32-W
4--l- JSIR
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MONLIOBtrw GRAPHIC SPACE 1'- 301
DISK = MARX IN %
CASE -ACCEPTED AS THE SIM ..0
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CORNER OF ME IM WIM CASE
00
IS"
TH iT Sw COR!12R OF WE 114. MW 114
N"'36'30'W
HOLD HARMLESS AGREEIWEM
OW4ER. AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT OINNERSHIP INTEREST IN THESE LANDS. OL
AND THE SIXCESSORS AND ASSIGNS OF DINNERS OR OTHER PARTIES HAVING ANY SAID INTEREST HEREBY
AOREE THAT THE CITY OF EDMONDS SMALL SE HUD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS
FOR DAMAGES FDA IM� RELIEF V*9CH MAY BE OCCASIONED NOW OR IN THE FUTURE TO ADJACENT
LAND OR IMPROVEMENTS NY REASON OF THE CONSTRUCTION. OPERATION AND MAINTENANCE OF THE
DRAIK40E SYSTEM AND HERESY MIVE AND RELEASE THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR
DAMAGES. EXCLUDING DAMAGE CAUSED SOLELY BY AN ACT ON Owasm OF &AM CITY AND IM"ICTIVE RELIEF
INHICH THE OMERS. OR THOR SUCCESSORS OR ASSIGNS ' MAY THEMSELVES HAVE NOWOR IN THE FUTURE
BY REASON OF THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM.
OLSEN SHORT PLAT S - 03 - 25
NE 1/4, NW 1/4, SEC 19, TWN 27, RGE 4 W, W.M.
CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON
ExIsTiNc LEGAL DESCRIPMO
BEGINNING AT THE NORTMINEST CORNER OF THE NORTHEAST QUARTER OF
OF THE NORTHINEST QUARTER OF SECTION 10. TOP*JSH11P V NORTH, RANGE
4 EAST. WM.: THENCE SOUTH 1'322,r EAST W.76 FEET TO THE TRUE POINT
OFSEGIMMING THENCE NORTH ft7rW EAST "416 FEET THENCE SOUTH
1 32 22 EAST 145.00 FEET TO THE CENTER LINE OF THE COUNTY ROAD:
THENCE SOUTH 4V4nr VAST SIL&I FM-. THENCE NORTH 87-W mEarr
178. 60 FEET; THENCE SOUTH OVIV VIEST 230W. THENCE NORM 1-3n4-
VAST 25129 FEET TO THE TRUE POINT OF BEGINNING: EXCEPT THE iMEST 20
FEET AND SOUTH 30 FEET FOR COUNTY ROADS:
BEING MOM AS A PORTION OF TRACTS 43 AND 44, MAPLEWOOD GARDENS.
ACCORDING TO THE UNRECORDED PLAT THEREOF:
EXCEPT BEGINNING AT THE MOKTHINEST OOPOIER OF THE NORTHEAST
QUARTER OF OF THE NORTHIMEST OLARTER OF SECTION 10. TOVMSHXP V
NORTH. RANGE 4 FAST. INM.: THENCE SOUTH 1-37W EAST 66.76 FEET:
THENCE NORTH 89-lr3r EAST ZV36 FEET TO THE TRUE POINT OF
BEGINNING; THENCE NORTH ar2r3r EAST W?.38 FEET. THENCE SOUTH
I*3rJr LAST 14&60 FEET. THENCE SOUTH dr4VW VWM 6151 FEET.
THIENCE NORTH BrOff IMISSIT 1111110 FEET. THENCE WORM IW2C WEST
1115.51 FEET TO THE TRUE POINT OF BEGINNING., LESS ROADS;
SITUATE 91 THE COUNTY OF SMWOM8K $TATE Of IVISMINGTON.
RcEL-LLEGAL DEscRumo
THE SOUTH 281.128 FT OF THE NORM 1007.04 FT OF THE EMT 26,00 FT OF
THE INEST 12LOO Irr OF THE VW tM OF THE ME tM OF THE MW IN OF
SECTION 19, TOIANSHIP 27 NORTH, RANGE 4 EAST�W.M. IN SMOHOMMH
COUNTY ImmsmimaroN. LYING NORTHERLY OF THE COUNTY ROAD
PARCEL 2 LEG^ DESCRIPnom
THE SOUTH 25tM Fr OF THE NORTH 1101117.04 Ff OF THE EAST 11 2.31LOO FT OF
THE IAIEST 2117.211 FT OF THE SIN 1101 OF THE HE IM OF THE WIN 19 OF SECTION
19. TOMSMIP 27 "ORTM. RANGE 4 EAST. WM. 94 8MOMOMISM COUNTY.
VVJPW40TM LYING NORTHERLY OF THE COUNTY ROAD.
BASIS OF BEARINGS
THE PLAT OF PUGET VIEW TRACTS, AS RECORDED IN %RXUME 12 OF PLATS
ON PAGE 87. RECORDS OF SNOHOMISH COUNTY. VVJMNGTDN.
ACCEPTED THE PLAT PEARING OF ISM BT SIN BASED ON FOUND
MONUMENTS IN CASE.
GENERAL NOTES
1. THIS SURVEY IS BASED ON THE CHICAGO 7TTLE INSURANCE
COMPANY COMMITMEN'r FOR ITYLE INSURAMM ORDER NO, COF103M
DATED JIANUAAY ZX ZIXIO AT &W ALM.
• INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND MM DTM 821
TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED
STANDARDS SET BY VOC 332-130 M.
• THE WORMATION ORYNTS MAP REPRESENTS THE REVUL73 OF A SURVEY
MADE IN DECEMBER 200 AND COX ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT ?IME.
4. UTILITIES DOM ON THIS SURVEY ARE SASED UPON ABOVE MOILING
OBSERVATIONS ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY
VARY AND UTLITIES NOT SMOVIN ON THIS SURVEY MAY EXIST ON THIS SITE.
L MID GRADING WILL SE ItEOUIRED AS PART OF INS PLAT.
6. TOTAL ACREAGE OF TM PLAT 3111.6110 SF . 0.841 ACRES
7. EXISTING ZONIM - RS-4
SETBACKINFO
SETSIACIGI SMOINN ARE FOR WEREMOS ONLY AM VEST NO RIGHT
ADU Site Plan
Neighboring Property
f
N
30'-'
Utility Pole Alley
102'-0"
ADU
Exterior -
I Entrance
Paver sidewalk
& Patio —
Property Line
Front
Residence
Entrance Existing
House <\
Rear 105-0"
Residence
Entrance
-Water rF3Car Garage
w
Meter with Garbage
s st.gi,
taging area r_1
Driveway
Center of Right -of -Way
88th Ave W.
Property Owner:
Pro pertyAd dress:
Residence & ADU
0
Interior
OL
exfra parking Entrance
0)
area C
(9� x 29
0
fAovv, g,;)(-TfZA- PAWIA16 fipFA7 -0
-C
i#i,; wv.!�T -ro mn7N-(Mrj awslig-'- .0)
-TU-" aw� fif,09-- 1)
Neighboring Property z
c;30
APPA"'OVEU AS NOTED
GIO:ERING
Dab':. —
James & Robin Scribner Scale: 1"' = 20'
19905 88th Ave W
I
RECEIVED
SEP 10 2014 -
DEVELOPMENT SERVICES
COUNTER
City of Edmonds PEI" 10: -9874-
PERMIT EXPIRES4*- 4!L---
,1,0 C. I g9z SIDE SEWER PERMIJ�,fL
Address of Construction: 9#0 5 LID
Property Tax Account Parcel No. L9 0 2 1 & �//!Z /0 0 0
Attach copies of all access and utility easements and Approved b
Owner and/or Contractor: 5
Contractor License #: 1—o 7' X 615 9 9 A A? -Building Permit#: 2004— O&R4
Single Family
F-1 Multi-Fam.ily (No., of Units
0 Commercial (No. of Units
EJ Public
Invasion into City *Right -of Way: Yes No
*RW Construction Permit #_ 0 6Y - o z 0
Cross other "Private Property: 0 Yes 1U.No.
"Attach legal description and copy of recorded ea�
,pment.
Owner/Conttactor 4/
Owner or contractor signature an� acknowledgement statement: Date
By signing for this permit I certify that I have read the City's public handout entitled
#ide Sewer Specifications, and shall comply with all City requirements outlined therein.
9 CALL DIAL-A-DIG(1-800_42�_-5555) BEFORE ANY EXCAVATION, 2
W'FOR INSPECTION CALL 425-77 1-0220 extensioniiV62
HOUR NOTICE REOUIRED FOR ALL INSPECTION REOUESTS
FOR OFFICE USE ONLY
. ... ........ ... ...
Permit Fee $ -Repair Fee $ Issued By: Awkw��
Trunk Charge $ Date Issued:
Assessment Fee $ Receipt No: f4 6 IV
City Permit Surcharg�f Fee A5.00 Total Fees Paid $ //,Z,)
NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN
INSPECTOR ARRIVES A*$45 RE -INSPECTION FEE WILL BE CHARGED.
Job Site Ready YES NO —Date: Initial:
Partial Inspection: Date: Initial:
Partial Inspection: Date: Initial:
F F
INAL INSPECTION APPROVED: Date: initial: As -built to Street File: E]
1� PERMIT MUST BE POSTED ON JOB SITE t-
White Copy:' File Green Copy:, Inspector Buff Copy: Applicant
L;tcmp;bldg7,forms;sspermitjlg4/00
u
19905
5.0
—x —x —x
4" C/O @ 4' DEEP
220 BEND
Ss
4.0
15.0
5.0
co
00
9.0
1 1+ /
x —x
— C/o
- ROMAC 7.5'DEEP
Ss
M/H
A 0 F E.D,,,,_ CITY OF EDMONDS SIDE SEWER AS- BUILT
.1
:::� ADDRESS SCALE
Q'i 19905 - 88 AVE W NTS
HOMEOWNER CONTRACTOR
-THS -ABOVE ALL CONSTRUCTION
DATE DRAWN PERMIT
Zk 1890 01/31/2005 BY SIBREL NO. 9874 1
16.5' 17.5'
wm
91
5' 1 9. K/- 3'
Garage L__j Garage
2'J
ll� Co
14 * Ploy pper
200 PSI w/
Tracer
x
ED* CITY OF EDMONDS WATERLINE AS -BUILT
0
ADDRESS HOMEOWNER
19905 88th Ave W Olsen
CONTRACTOR SCALE NTS
DATE DRAWN PERMIT
&t. 1890 6/10/2005 By Nima M.Moghaddam I NO- 2004-0681
m
DAZ/./_ DRAWN
o 1c),-5 BY
PERMIT
NOTICE:
Y-r-a-rc- -U
..War -ran- �-Y---(
NO
The -information shown on the attached
Map(s) was compiled for use by the GtY Of
Edmonds/ its Employees and Consultants.
Th,e City ofEdmonds does. not . warrant the
t these
accuracy of anything set for. h on
rnap(s�. An . y person or entity *requesting a
copy should conduct an independent
inform'a tion shown- on
inquiry regarding thie
___tF� -map(s), including, but not limited to,
-er stub shown. Sucl-
the lotation of any sew
-not exist and may
sewer stubs may or may
or may not exist at the location shown
oinds nor its
Neither the City of Edm
empl-o-yee-s or office-rs -shatl be Via-b-l-e. for the
information given* on this rnap(s), nor for
any One representation provided based
upon'said rnap(s).
STANDARDPRAINAGE DETENTION SYSTEM
WORKSHEET
Qvil-m cmx im. 116] L
mom.
'DATE: -
*****DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFIC.E
-70
6000
MENTION PIPE LEWGTH OCKIWO LID
FINISHED TYPICAL)
T lkA%EJW9% W
CDC 20 OR RISCR
.3x To Ix SLOK
OUTLET CONTROL
UPPER.CATCH BASIN ARWICE
CONTROL CATCH BASIN
SYSTEM CROSS SECTION
ZXrX6*,IXEP, 4-6' SPALLS OR EOUAL
"Plum CONTROL co eX Z'X 3' DEEP, 3/4' CRUSHED ROCK ING GRAK
MON CONTROL mnLE VASHCD R=
x;5!z ffiegix L3. rCTfL?WVET %N% MEW LIS
KW Pm W OW CWS
C q1TY'CujwLounrr Om
RUNOFF SPREADER -TRENCH
FOOTING DWNS SHAU NOT -BE CONNECTED, 70 DETENTION SAMEM -
N079S.-
1. Call Eogineering Division Ml-=) fbr a tightline, and detention system inspection
be� bar� and for final inspections.
"PROVED BY
2. Responsibility fbr operation and maintmmnoe of drainage system on private property is the
I aspom-bility of the property owner . . Material accimalated In the -storage pipe mmt. be flihodl 1(2 tot
out and mnoved fiom the catch basm to allow proper operation. The oudetcontrol orffifimoe DATE
Table 1 — Detention Pipe Sizes
Impermeable
Required
Pipe Diameter
Area§gf�,,:
Vol Cy Ft
AW ISO 24
.302
moo
so
40 28 16
10
2500
62
50 35 20
13
3000
75
60 42 24
16 Required pipe
3.500
87.
70 -49
-.18 -iength In feet
4000
100
so 56 32
21
4500
112
90 63 36
23
5000
125
100 70 40
25
Note: Allowable Pipe Materials:.
Reinforced Concrete
AluminizedSteel
Aluminum
CMP Asphalt Coated
N — 12 ADS (Not permitted on roads)
Impermeable
Area Sq. Ft
2000.
2500
3000
3500
sm
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
20N
. pej, CB 15
Ty
180 to 240
268
Type IL, CB 16
241 to W
368
Type 11, CB 19 19 1480 Basin)
3.60 to 42m
42'
Type 11, CB 19 19 (54' Basin)
*Source: Assoc. Sand & Gravel Co. Standards
t
F1
5
Revised 3/16/95
OWNER
OLSEN & SCRIBNER
8715 MAPLEWOOD LANE
EDMONDS, WA 98026
PHONE: 425-776-6530
S ITE ADDRESS
'ti 9905 88TH �AVENUE WEST
E6�� WA-98026
LEGAL DESCRIPTION
THE SOUTH 251.28'OF THE NOR] H �O97�.04'OF THE
EAST 95'OFTHE WEST 125 OF THE W1/40FTHENE
114 OF THE NW 1/4 OF SECTION 19, TIOWNSHIP 27
NORTH, RANGE 4 EAST, W.M. IN SN HOMISH COUNTY
WASHINGTON, LYING NORTHERLY C F THE COUNTY
RPAD.. -- — — \-- t),28104
LOT SIZE
18,628 SQ. FT.
BUILDING FOOTPRINT
106'
2599 SO. FT. I
PERCENTAGE OF COVERAGE -
13.9% 104'
'[M`PEjjV(6US'SURFACE CALC LATIONS
NEW BUILDING & ROOF AREA 2987 SQ. F�-
k: V S 1
NEW WALKS AND D:RIVES 1375
Lj SQ. F
TOTAL NEW IMPERVIOU5 AR 4362 SQ. FT\
U_
:3 0
I of
c:
z
> LU
CL 0c)
U
0i
cr_
57 4
'M
CL_
;-I
Datum point
Top of sewer I
@100.0'
Zone K_(3
Co+r$)
521W4
I
Actual
Front
Sides
-7/
L P, R -
1A
Rear
Other
Heiwit
102-JU)4
_j
)01
\\1 14' ;116'
110, 112'
PL 95.00
__7�51_D _-S -.9 L.
— — — — — — \1 t5 V — — —
1 12.3'
712-k-4
Finished maii I
18" TYPICAL
floor4evel = 117.9'
ROOF OVERHANG I 1 11 1 ILEVItRED
COVERED 'ROPOS'E\D R SJULNUt FIREPLACIt
PORCH _j
STEPS
0
CONCRE�E
PATIO A�D
WALK STEPS T9
I GRADE
GARAGE
UNDER
Finished garage
floor level = 108'
11112.2'
lI'c 9A.-O"
2'_
R04KERY/"
i 9`�
I PR6POSED
I CONCRETE
I DRIVLWAY
61
C61
41
_5'ROCKERY
As SITE DICTA!Es
JI
cqI
U'l
264"
HEIGHT CALCULATIONS ---
DATUM PT - @ SEWERWON-RO.
[3 DATUM SET�7_X_F100-00'
A= 1123
B=109.2'
C=1 12.2'
D=1 15.9'
SCALE: 1" 20.00'
AVERA HT = 1 ?.4'
1 _ '
ACTUAL' I T =7= 135.5'
AEIGHT �t
CITYCUJL JL MAX. ALLOWABLE HEIGHT 137.4'
006
g�qt�vuc� gi'ECEIVED
b6l' I ,
--I - JUL 2 9 2004
PERMIT COUNTER
-21
REVISED 7/27/04
RAISED 13UILDING 2"0"
-REVISED FINISHED FLOOP ELEV.
-REVISED ACTUAL HT. IN HEIGHT CALCS,
(q,
Return Recorded Instrument To:
City of Edmonds — Clerk's Office
1215 1h Ave. N, Edmonds, WA 98020
201409190398 1 PG
09/19/2014 12:30pmJ72.00
SNOHOMISH COUNTY, SHINGTON
ACCESSORY DWELLING UNIT COVENANT
Property Address: 19905 88"' Avenue West, Edmonds, Washington
Assessor's Parcel Number: 27041900213800
Section 19 Township 27 Range 04 Quarter NW PAR I OF CITY OF
Legal Description: ED LL-04-118 REC UND AFN 200510185003 DAF: TBE N I I OFT
OF S 251.28FT OF N 1097.04FT OF E 95FT OF W 125FT NEI/4
NW 1 A LYG NLY OF CO RD
Grantor: . Property Owner James Scribner
Grantee: _.City of Edmonds
Related Permit Numbers: PLN20140030 & BLD20140904 ----------
1, the undersigned, have obtained approval for an Accessory Dwelling Unit (ADU) at the property
address above, in accordance with the provisions of Chapter 20.21 (Accessory Dwelling Units) of the
Edmonds Community Development Code (ECDC).
agree and understand that it is my responsibility to notify all future property owners or long-term
lessors of the existence of the ADU and that its existence is predicated upon the occupancy of either the
ADU or primary dwelling unit by the owner of the property.
Additionally, I will notify all prospective buyers of the limitations on use and maintenance of the ADU as
stipulated in Chapter 20.21 (Accessory Dwelling Units) of the Edmonds Community Development Code.
An example of the limitations of the ADU per Chapter 20.21 is the property owner is required to reside
in the primary or accessory dwelling unit for 6 months out of every year.
Finally, this covenant shall be recorded in order to notify all current and future property owners that if
any conditions of the ADU approval are violated, the property owner will be required to remove all
improvements which were added to convert the primary dwelling unit into an ADU and restore the site to
a single-family dwelling unit.
On my oath, Icertify that I reside at 19905 88 1h Avenue West Edmonds Washington, in the priffiary or
accessory dwelling unit for more than six months of every year.
OWNER/GRANTOR: James'
SIGNATURE:
this _J1 day of September, 2014
On this day personally appeorle"d' before me James Scribner, to me known to be the individual described
therein and who executed the within and foregoing instrument, and acknowledged that he signed the
same as his free voluntary act . and deed, for the use and purposes therein mentioned. Notary's pressure
seal must_h&%ywmdge
. rj
Dated
of Notary Public:
Residing At:
My Appointment Expires:
I rj� I I U
ST BE RECOR ED WITH TH QWnyxr%
ITItall t-UUIN I UDITOR -
108110
OWNER
OLSEN & SCRIBNER
8715 MAPLEWOOD LANE
EDMONDS, WA 98026
PHONE: 425-776-6530
SITE ADDRESS
19905 88TH AVENUE WEST
106'
EDMONDS, WA 98026
LEGAL DESCRIPTION
THE SOUTH 251.28'OF THE NORTH 097.04'OFTHE
EAST 95' OF THE WEST 125' OF THE1W 114 OF THE NE
1/4 OF THE NW 114 OF SECTION 19, VWNSHIP 27
NORTH. RANGE 4 EAST, W.M. IN SNc HOMISH COUNTY
WASHINGTON, LYING NORTHERLY C F THE COUNTY
�'?LPAD-'��_,\6128/04
LQT SIZE
18,628 SQ. FT.
BUILDING FOOTPRINT
2599 SO. FT.
ERCENTAGE OF COVERRAG
P C T Co
13.9%
_1MPE4V'rCUS
104'
SU�FACE CALCILATIONS
NEW BUILDING & ROOF AREA
:2987:SQ. F7.
:
NEW WALKS AND DRIVES
AR
13�75
4362SO FT.\
TOTAL NEW IMPERVIOUS
wl
WILL
0
LU
z
> LU
0- 00
LLJ
Datum point
Top of sewer I
@100.0'
Zone
orne&3 F19at'
Setbleks Require Actu'
Front a,5
7—
Sides 94s, L-lo -f
Rear
Other
Heiszht X3
102
N
SCALE: 1" = 20.00' P-or FILE
,S)"CREt I
10, 112' \1 14' 1 /116' /118'
PL = 95qO
7.5' B.S.B.L.
t5.V
12.3'— D
7/27,104
*Fikished maii
TYPIC,�I_ fioor�evel = 117.9'
ROOF OVERHANG 0 LEVItRED
R POSED RESIDE�C�
COVERED
PORCH-,,, _j
STEPS
CONCRE�E
PATIO A�D
WALK STEPS T9
I GRADE
GARAGE
UNDER
Finished garage
floor level 108'
r A 11112.2-
D 51-011 ic
2'-
RO ERY/
PROPOSED
I CONCRETE
DRAWAY
C61
T-5'ROCKERY
AS SITE DICTATES
J.
Ln
C'11
_j I
06
0 ��
0,al�N@ V?, 6f"R'E C E I V E D
HEIGHT CALCULATIONS
DATUM PT. @ SEWER-M."l
DATUM SE �T 7/27/0
'YA'= '00-00, 1/2
. 112.3'
B=109.2'
C=1 12.2'
D=1 15.9'
AVERAG HT 1 12.4'
ACTUAL �Ejj G�T = 135.5'
V
MAX. ALL WABLE HEIGHT 1)37.4'
JUL 2 9 2004
PERMIT COUNTER
REVISED 7/27/04
- RAISED BUILDING 2'-O�
�REVISED FINISHED FLOOR ELEV.
-REVISED ACTUAL HT. IN HEIGHT CALCS.
4.
cq Moll V_�>
PERMIT EXPIRES
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAMEMAME OF BUSINESS
0445 6A./
MAILING ADDRESS
LAI
0—
CITY zip TELEPHONE
"NAME
A-)
�_WXDDRESS
b__7
CITY ZIP TELEPHONE
A114-4. C
NAME CBL#
/ _�_A
4
ADDRESS
-Z/24/ /Uo)
CITY ZIP TELEPHONE
0
0 411 -3q3-50b
N t),>j T� !�
STATE LICENSE NUMBER r2ll� EXPIRATION DATE &IECKED BY
0111
7o- AA
Qj PROPERTY TAX ACCOUNT PARCEL NO.
a
U! (,70 '7
4- 0 V Iq ( teol) SC-)
NEW RESIDENTIAL PLUMBING'/-MECH
COMPLIANCE OR
ADDITION COMMERCIAL CHANGE OF.USE
n REMODEL MULTIFAMILY SIGN
REPAIR CYDS FENCE X FT)
DEMOLISH TANK OTHER
z GARAGE RETAININGWALL Ei FIRE SPRINKLER
CARPORT ROCKERY F RE ALARM
0
F:I (TYPE OF USE, BUSINEV.,,OR ACTIVITY) EXPLAIN:
USE PERMIT
ZONE 'S
C& �0`
NUMBER
C�6D�
JOB
SUITE/APT#
ADDRESS
JA
PLAT NAME/SUBDIVISION NO.
LOT NO.
LID NO.
,-=,, -1
1
Cf3
LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TISCPZPRII
RW 'red
pi " ,V
street Use Pennit Req'd
EXISTING PROPOSED
inspection Required
REQUIRED DEDICATION FT
Sidewalk Required
Underground
Wiring required
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
.�2 j
-914,
10
1 1
��l
YES^ NO
REMARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROODRAINAGE
ERGINEERING REVIEWED BY
DATE
I � T
M N
q:31 15
FIRE REVIEWED BY
DATE
10 least!
z
z
a
51
W
M
IZA.
VARIANCE OR CU
SHORELINE OR ADB#
BOND
REO'D
I
POSTED
I
C31NSPECTION
YES (KNO
$ — .
SEPA REVIEW
SIGN AREA
HEIGHT
E EX
ALLOWED PROPOSED
ALLOWE� PROPOSED,
�ZT
I
1,
EXP
LOT COVERAGE
REQUIRED SETBACKS (FT.)
PROPOSED SETBACKS (Fr.)
ALLOWED PROPOS
07
FR9NT S DE JBEAR .
FROr UR SIDE PEAR
33% 1Y 0
a 5jk,a5jj
X5,10,10811a
PARKIN(; I
LOT AREA
REVIEkVED BY DATE
Pj�
REOID I IVIDED
-A, � 1wai
qNIN6
/ -7191LI 'I
Uf
I 4
REMARKS
CHECKED BY JT)CREf�WXYUCTION OCCUR
4-�_A � I C,��-7 I GROUP
NUMBER
NUMBER OF
AR Tic
R; ALff
1-_ —
I I
x I
I
A. -C -
OF "L
DWELLING
I
EAS
_1�9V
SPECIAL INSPECTI N
AREA
OCCU0ANT/
STORIES
UNITS
NUMBER
REQUIRED [:] YES
154-1
IhA)
I LOAD
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL
INSPECTION REO'D
//V
M 6
e_4A/7 a
124"Si
5171A,
=
r
q -75-5r-,. ler-Fax
.15602E:.,
zin
VALUATION
&dm -Paubb,)jV46-7
Description
A2;�4 7-g: 1A) &xu4n_
Plan Check
HEAT SOURCE !:ftGLAZIN9
%
LOPE %
LA �-rer:�
OW
_'P'-V'"9
Building Permit
PIDAN CHECK NO:
VESTE07DATE
Plumbing
Mechanical
4
I
THIS PERMIT AUTHORIZES ONLY THE WORKf NOTED. TH IS PE'RMITc6VERS WORK TO
Grading
I=
2
HE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
3
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
tz
SEPARATE PERMISSION.
Engr. Review
PERMIT APPLICATION: 180 DAYS
Engr. Inspection
PERMIT LIMIT I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
Fire Review
N INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
Fire Inspection
2
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANYAND
ALL CLAMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
LandscapeInsp.
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY,
0
WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.-
Recording Fee
.1
\
.. I
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION: THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I'AGREE TO COMPLY wrTH CITY AND STATE LAWS REGULATING I CONSTRUC-
CALL
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
.
IN VIOLATION Of THE LABOR CODE OF, THE STATE OF"WASHINGTON RELATING TO
FO R -INSPECTION
C90PENSATIO)p N RCW� 18.27.
jqR.A CE AND
.(42
-7-71 n,003n
rWORKMEN'S
9 TURE 0 NT)
A
DATE SI
FEE Description FEE
State Surcharge
City Surcharge
Base Fee
Plan Chk. Deposit 17,4 Z=
Receipt #
Total Amt. Due. G
Receipt #
APPLICATION APPROVAL'
This applicati n is not a permit until signed by the
10
86ilding Official or his/her Deputy: and Fees are paid, and
race Ipt Is acknowledged In space provided.
DATE
,AFIGI�,#URE
E AS Y
AS Y
ITTENTION
Off 1333
18�UNLAWFUL TO USE OR OCCUPY A BUILDING��OR STRUCTURE UNTIL
�TINAL'INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
ORIGINAL - FILE YELLOW -
,ATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
PINK -OWNER GOLD-�
1/03 np
PRES&HARD -YOU ARE MAKING 4 C-6P S
SCALE: 1" = 20.00'
OLSEN-SCRIBNER RESIDENCE
REVISED 7/27/04 PER CITY OF EDMONDS PLAN REVIEW.
OWNER
OLSEN & SCRIBNER
8715 MAPLEWOOD LANE
EDMONDS, WA 98026
PHONE: 425-776-6530
SITE ADDRESS
19905 88TH AVE WEST
EDMONDS, WA 98026
LEGAL DESCRIPTION
THE SOUTH 251.28'OF THE NORTH 1097.04'OF THE
EAST 95'OF THE WEST 125'OF THE SW 1/4 OF THE NE
1/4 OF THE NW 1/4 OF SECTION 19, TOWNSHIP 27
NORTH, RANGE 4 EAST, W.M. IN SNOHOMISH COUNTY
WASHINGTON, LYING NORTHERLY OF THE COUNTY
ROAD.
LOT SIZE
16,628 SQ. FT.
BUILDING FOOTPRINT
2599 SQ. FT.
PERCENTAGE OF COVERAGE
15.6%
GRADING
497 CU. YDS.
IMPERVIOUS SURFACE CALCULATIONS
NEW BUILDING & ROOF AREA 2987 SQ. FT.
NEW WALKS AND DRIVES 1375
TOTAL NEW IMPERVIOUS AREA: 4362 SQ. FT.
APPROVED AS NOTED
BY EN INEERI G
Date:
MAXIMUM DRIVEWAY SLOPE
ALLOWED 14%
WATER & SEWER
INSPECTIONS REQ'D.
CALL 425-771-0220 EXT. 1326
RIGHT-OF-WAY CONSTRUCTION PERMIT
AND INSPECTION REQUIRED
TEMPORARY CONSTRUCTION
ENTRANCE REQUIRED
RESPONSiBLE
FOR '4NDMWAGE:
ACCEPTAXLE TIGHTLINE
SDR 35 MATERIAL 108'
SCH 40
N- 12
F810 HANCOR
FOOTING DRAINS NOT
TO BE TIED INTO
DETENTION SYSTEM
MQ29y =am aar,&L MaIUMMS
I CQNS7RUC770N ACCESS ROU CONS7RUC77ON VEHICLE ACCESS
SHAI L L BE L /M/ 7ED TO ONE ROU 7ETHE A CCESS 001M T "A y .0001 BRE
x
106'
\ 10,
18"
R OVI
ROOFOV
c
t
16.1y CB
RIM 1W7
00
6" INV 104. Do-
104'
5z,
WAd�-
SOME SrABILIZA 770N WTH QUARRY SPALLS ANDIOR CRUSHED ROCK
I colvr CB TYPE I
T9 MINIMIZE 7HF 7RACKING OF SEDIMENT ONTO PUBLIC ROADS SEE
RIM 108. 00
STANDARD PLAN 4-040-014. ANY SEDIMENT TRACKED ONTO PUBLIC
WAES7RICTOR
1
ROADS SHALL BE REMOVED BY hHE END OF THE DA Y
4-
(j)
18' INV 104.25
6" INV 104.25
2. STABIL12A 77ON OF DENUDED AREA ALL &POSED SOILS SHALL
718' OR117CE'
BE PREVENTED FROM MOONG OFFS17F OR ONTO NA 7URAL OR
AR77RCIAL DRAINAGE SYS7EMS THROUGH SUITABLE APPUCA 77ON OF
50.
BEST mANAGEymr PRAcncEs (qwq), 11VC1_U01NG BUTNOT LIMITED
T9 SOD OR OTHER VEGETA770N, PLAS770 COVERING,
(2D
MULCHING, OR
LL
APPLICA 77ON OF GROUND BASE ON AREAS TO BE PA 140, ALL RRP�F
0
SHALL BE SELEC7ED, DESIGNED, AND MAINT011NED IN ACCORDAIVOF
1z
W7H 7HE (D. O.E.) STORMHA 7ER MANAGEMENT MANUAL
::t
J PR07EC77ON OF AWACENT PROPER ADJACENT PROPER77ES
W
SHALL BE PRO7FC7.rD FROM SEDIMENT DEPOS177ON BY APPROPRIA TF
00
USE OF VOOETA 77VE BUFFER WRIPEa SEDIMENT BARRIER OR nL MRS,
DIKES; BERMS, OR MULCHING, OR BY A COMBINA 770N. OF I-HESE
cc) SS
MEA SURES A NO 0 7HER APPROPRIA TF RUP ��
OWNER SHAIL COV7ACT
4. MAIN TENA ALL EROSION AND SEDIMENT C0N7R0L SUPS
EDMONDS PVSLIC WRKS
0 425-771-fO2J5 TO
SHALL BE INSPECTED AND MAINTAINED REGULARL Y BY THE OMER,
VERIFY LOC477CVV OF SIDE
70 ENSURE CONTNU
ED PERFORMANCE OF THEIR I617ENDED FUNC77ON
SEWER
5. OTHER BMPS� AS REOUIRED BY THE PUBLIC WORKS DIRSCTOR
ORDESIONEE, OTHER APPROPRIA TF BMP�9 70 M177GA ?F THE EfFECTT
I
Datum point
OF INCREASED RUNOFF SHALL BE APPLIED.
Ton of sewer ry
EXISTING CCNTOURS
- _D6_
TEVT/RETISE C NT&URS
0,
.SUMED BMPS
(�D STABILIZED CONS7RUC770N EN7RAINCE SEE ES0 El 2
CD RL7ERFA8R1CRL7RA770NSYS7EM. SEFESDE1.1
(�D PRESERVE EYISTNG VEOErA 7701V
(2�D 7EMPORARYSEDIMENT 7RAP FOR CATCH BASINS. SEFESD E1.3
PERMA NEN T SEEDING.
MULCH.
Q MUS 9 = W N SEQ VMQF
1. PRIOR 70 ANY CON57RUCRON AC77V7TY, THE CONTRACTOR Sd4LL
SCHEDULE AND A 77END A PRE-CON57RUC770N CONFER6VCE W17H THE
C17Y OF EDMONDS.
2 CLFAR FOR AND CON57RUCT THE STABILIZED CONSTRUC7701V
ENMOINCE ROAD STABILIZ477ON TO GRADE
3 INSTALL ALL F11-TER FABRIC FENCE.
4 PRESERVE S(ISTING VE6FTARON
5. CZ64/Z GRUB, AND GRADE FOR HOUSE, DRIVEWAY & UTILMES.
CON57RUCT BUILDING & WILMES.
6. INSTALL TSUPORARY SEDIMENT TRAP FOR CATCH RASIMS.
Z UPON COMPLE77ON OF THE PROL)ECT, ALL DIS7ZIR80 AREAS MUST
BE STABIUZED TO THE S477SFAC77ON OF THE CITY INSPEC70R.
1 @100.0'
I R,
lel
ZY41
102 cr,
� I (_�
98'
PS\
Ca TYPE I-L
RIM 112. 00
4P/W"R?&4rM--
112' 18'INV 104.70 \1 14' /116' /118.
PL = 95.00'
L0
15 _�R�L.
Finis\he� mair
'PICAL *floor
.HANG- levkl = 117.9'
�NTILEVItRED
fERED PROPOSED\ R\ESIDENCE
(FI�IEPLACq
ORCH-,,, _j
&
Bottom of
ngs
(typ) = 107
rEPS
PATIO A D
GARAGE
7 STEPS T
4
GRADE
Finished garagE
floor level = I OE
Ac;,-n,l
r
11. 13�1 n"
12'-
0 �Vc RO KER�
000'D'
0 0 0
0 0 0' PROPOSED 0
0 GINICRETE -1
0 "qt
0 so RIVEWAY C14
00c ELEV @ BOTTOM
4. �01` ROCKERY @ 10�'
F1 FV na TOP =,H 11
_7
K
AS
E D IECT�f ES
J
�1 Y HELL, JO DIA.
4 DEEP
C\11
Leq*w C.T-
�A'Aftu�\6A VP-
25'-0"
PCs
#
1\ .00
va
e
6 0,
00 ��
9 2004
�)FRMIT COUNTER
STREET FILE
,,RFcF-iVED
i L) L 2 9 2004
PERMIT coUNTER
STREET FILE
row-
DECLARATION OF SHORT SUBDIVISION9
COVENANTS AND RESTRICTIONS
KNOW ALL PERSONS BY THESE PRESENTS:
THAT WE THE UNDERSIGNED HAVING AN INTEREST IN THE REAL PROPERTY
DESCRIBED BY THIS DECLARATION, DO HEREBY DECLARE THE HEREIN DIVISION
OF LAND, APPROVED AS SHORT SUBDIVISION S-02-XXX BY THE CITY OF
EDMONDS, SUBJECT TO THE FOLLOWING COVENANTS AND RESTRICTIONS:
1. CONSTRUCTION OF A DRIVEWAY WHICH ACCESSES 88TH AVENUE WEST WILL
INCLUDE ADEQUATE DRAINAGE IMPROVEMENTSAPPROVED BY THE CITY
ENGINEER WHICH WILL LIMIT THE WATER RUNOFF TO NO MORE THAN PRE -
CONSTRUCTION AMOUNTS.
11. WATER AND SEWER ARE AVAILABLE BUT ARE NOT INSTALLED
III. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES
AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS SERVING THIS SHORT
SUBDIVISION, UNDER AND UPON THE EXTERIOR TEN (10) FEET PARALLEL
WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS, IN WHICH TO
INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAINUNDERGROUND
CONDUITS, CABLES, PIPE AND WIRES VVITH NECESSARY FACILITIES AND
OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SHORT SUBDIVISION
AND OTHER PROPERTY WITH ELECTRICITY, TELEPHONE, TELEVISION, CABLE,
GAS AND OTHER UTILITY SERVICE TOGETHER WITH THE RIGHT TO ENTER
UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED.
EXISTING LEGAL DESCRIPTION
BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF
OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE
4 EAST, W.M;;, THENCE SOUTH 1 *32'24" EAST 845.76 FEET TO THE TRUE POINT
OF BEGINNING; THENCE NORTH 88'27'36" EAST 444.76 FEET; THENCE SOUTH
1032'22" EAST 145.60 FEET TO THE CENTER LINE OF THE COUNTY ROAD;
THENCE SOUTH 46045'36" WEST 65.51 FEET; THENCE NORTH 87'08'WEST
178.59 FEET; THENCE SOUTH 69'16'WEST 230.60; THENCE NORTH 1032'24"
WEST 251.28 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 20
FEET AND SOUTH 30 FEET FOR COUNTY ROADS;
BEING KNOWN AS A PORTION OF TRACTS 43 AND 44, MAPLEWOOD GARDENS,
ACCORDING TO THE UNRECORDED PLAT THEREOF;
EXCEPT BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST
QUARTER OF OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 27
NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH 1*32'24" EAST 845.76 FEET;
THENCE NORTH 88027'36" EAST 237.38 FEET TO THE TRUE POINT OF
BEGINNING; THENCE NORTH 88*27'36" EAST 207.38 FEET; THENCE SOUTH
1032'22" EAST 145.60 FEET; THENCE SOUTH 46*45'36" WEST 65.51 FEET;
THENCE NORTH 87008'WEST 158.50 FEET; THENCE NORTH 1*32'24" WEST
185.51 FEET TO THE TRUE POINT OF BEGINNING; LESS ROADS;
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL I LEGAL DESCRIPTION
THE SOUTH 251.28 FT OF THE NORTH 1097.04 FT OF THE EAST 95.00 FT OF
THE WEST 125.00 FT OF THE SW 1/4 OF THE NE 1/4 OF THE NW 1/4 OF
SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. IN SNOHOMISH
COUNTY, WASHINGTON, LYING NORTHERLY OF THE COUNTY ROAD.
PARCEL 2 LEGAL DESCRIPTION
THE SOUTH 251.28 FT OF THE NORTH 1097.04 FT OF THE EAST 112,38.00 FT OF
THE WEST 237.38 FT OF THE SW 1/4 OF THE NE 1/4 OF THE NW 1/4 OF SECTION
19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. IN SNOHOMISH COUNTY,
WASHINGTON, LYING NORTHERLY OF THE COUNTY ROAD.
CERTIFICATION
I CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY DESCRIBED ABOVE
AND I CERTIFY THAT THIS SUBDIVISION WITH THE FOLLOWING DEDICATIONS IS
MADE OF MY OF MY FREE CONSENT AND ACCORDING TO MY DESIRES.
ROBERT L. OLSEN
III I i
IN=
NE 11/4'. NW 1/4, SEC 19, TWN 27, RGE 4 WIf WOM.
ACKNOWLEDGUIENT
STATE OF WASHINGTON)
) SS
COUNTY OF SNOHOMISH)
I CERTIFY THAT I KNOW OR HAVE 3ATISFACTION THAT ROBERT L OLSEN IS THE
PERSON WHO APPEARED BEFORF ME, AND SAID PERSON ACKNOWLEDGED
THAT HE SIGNED THIS INSTRUME!IT AND ACKNOWLEDGED IT TO BE HIS FREE
AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THIS
INSTRUMENT
DATED:
NOTARY NAME:
NOTARY PUBLICIN AND FOR THE STATE OF
WASHINGTON RI.SIDING AT:
MY APPOINTMEN- EXPIRES:
CONDITIONS
COMPLIANCE WITH ALL OF THE ('%',.ADITIONS OF APPROVAL FOUND IN THE FINAL
APPROVAL OF THE SHORT SUBDIVISION AND THE ATTACHMENTS THERETO, A
i
COPY OF SAID DOCUMENT IS LO(ATED IN FILE S-2003-25 IN THE OFFICE OF THE
CITY OF EDMONDS PLANNING DR/SION.
APPROVED AND AUTHORIZED FOI RECORDING BY THE CITY OF EDMONDS
ENGINEERING DIVISION BY:
THIS DAY OF
2003
APPROVED AND AUTHORIZED FOI RECORDING BY THE CITY OF EDMONDS
PLANNING DIVISION BY:
THIS DAY OF 2003
SHORT PLAT
FOR:
ROBERT L. OLSEN
8715 Maplewood Lane
Edmonds, WA
C 2003, GEODATLIM, INC., ALL RIGHTS RESERVED
REGISTERED LAND SURVEYOR'S
CERTIFICATE
I THOMAS WOLDENDORP, REGISTERED LAND SURVEYOR, DO HEREBY CERTIFY
THAT THE SHORT SUBDIVISION FOR ROBERT L OSEN IS BASED ON AN ACTUAL
SURVEY AND SUBDIVISION OF SECTION 19, TOWNSHIP 27 NORTH, RANGE
4 EAST, W.M., THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN
THEREON CORRECTLY AND THAT, PROPER MONUMENTS HAVE BEEN SET
AND LOT AND BLOCK CORNERS STAKED ON THE GROUND AS SHOWN ON
THE LOT.
7/1
THOMAS WO1 ISENDORP, PLS DATE
REGISTERED PROFETIONAL LAND SURVEYOR
REGISTRATION NUMBER 38964
AUDITOR'S CERTIFICATE
FILED FOR RECORDING AT THE REQUEST OF MARK X PLOG, THIS
PAST
PAGES
DAY OF 2003, AT MINUTES
, AND RECORDED IN VOL OF SHORT PLATS,
THROUGH
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
AUDITOR SNOHOMISH COUNTY
BY:
DEPUTY COUNTY AUDITOR
A.F. NO.
1E0DatUM,,NC
SURVEYINr. ENr.INEERINr. PLANNING 13PS [31S
24829,�SE�38th St, Issaquah, WA 98029 (425) 837-8083 www.geodatum.com
FILE NAME: DATE: I PROJECT#: I SCALE: ISHEET: 2
OLSENPLAT.DGN 2/17/20021 2002-268 1 T' = 3a
RECEIVIEED
APR 2 9 2003
PERMIT COUNTER
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(BASIS OF BEARINGS)
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BRASS DISK AND PUNCH MARKIN
CASE - ACCEPTED AS THE SW
CORNER OF NE 114, NW 1/4 FOUND MONUMENT IN CASE
ACCEPTED AS THE SE
166.710'(DEED) 200TH ST SW CORNER OF NE 1/4, NW 1/4
N88056'30"W
1332.48' V"
HOLD HARMLESS AGREEMENT
OWNER, AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT OWNERSHIP INTEREST IN THESE LANDS,
AND THE SUCCESSORS AND ASSIGNS OF OWNERS OR OTHER PARTIES HAVING ANY SAID INTEREST, HEREBY
AGREE THAT THE CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS FROM ANY AND ALL CLAIMS
FOR DAMAGES FOR INJUNCTIVE RELIEF WHICH MAY BE OCCASIONED NOW OR IN THE FUTURE TO ADJACENT
LAND OR IMPROVEMENTS BY REASON OF THE CONSTRUCTION, OPERATION AND MAINTENANCE OF THE
DRAINAGE SYSTEM AND HEREBY WAIVE AND RELEASE THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR
DAMAGES, EXCLUDING DAMAGE CAUSED SOLELY BY AN ACT OR OMISSION OF SAID CITY AND INJUNCTIVE RELIEF
WHICH THE OWNERS, OR THEIR SUCCESSORS OR ASSIGNS, MAY THEMSELVES HAVE NOW OR IN THE FUTURE
BY REASON OF THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID DRAINAGE SYSTEM.
OLSEN SHORT PLAT S - 2003 - 25
N E 114e NW 114, SEC 19f - TWN 2 7f RG E 4 Wf W.M.
CITY OF EDMONDSf SNOHOMISH COUNTY
f WASHINGTON
ExISTING LEGAL DESCRIPTION
BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF
OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 27 NORTH, RANGE
4 EAST, W.M.; THENCE SOUTH 1*32'24" EAST 845.76 FEET TO THE TRUE POINT
OF BEGINNING; THENCE NORTH 88*27'36" EAST 444.76 FEET; THENCE SOUTH
1032'22" EAST 145.60 FEET TO THE CENTER LINE OF THE COUNTY ROAD;
THENCE SOUTH 46945'36" WEST 65.51 FEET; THENCE NORTH 87008'WEST
178.59 FEET; THENCE SOUTH 69'16'WEST 230.60; THENCE NORTH 1'32'24"
WEST 251.28 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 20
FEET AND SOUTH 30 FEET FOR COUNTY ROADS;
BEING KNOWN AS A PORTION OF TRACTS 43 AND 44, MAPLEWOOD GARDENS,
ACCORDING TO THE UNRECORDED PLAT THEREOF;
EXCEPT BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST
QUARTER OF OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 27
NORTH, RANGE 4 EAST, W.M.; THENCE SOUTH 1032'24" EAST 845.76 FEET;
THENCE NORTH 88027'36" EAST 237.38 FEET TO THE TRUE POINT OF
BEGINNING; THENCE NORTH 88*27'36" EAST 207.38 FEET; THENCE SOUTH
1'32'22" EAST 145.60 FEET; THENCE SOUTH 46*45'36" WEST 65.51 FEET;
THENCE NORTH 87008'WEST 158.50 FEET; THENCE NORTH 1032'24" WEST
185.51 FEET TO THE TRUE POINT OF BEGINNING; LESS ROADS;
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL I LEGAL DESCRIPTION
THE SOUTH 251.28 FT OF THE NORTH 1097.04 FT OF THE EAST 95.00 FT OF
THE WEST 125.00 FT OF THE SW 114 OF THE NE 1/4 OF THE NW 1/4 OF
SECTION 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. IN SNOHOMISH
COUNTY, WASHINGTON, LYING NORTHERLY OF THE COUNTY ROAD.
PARCEL 2 LEGAL DESCRIPTION
THE SOUTH 251.28 FT OF THE NORTH 1097.04 F ' T OF THE EAST 112.38.00 FT OF
THE WEST 237.38 FT OF THE SW 1/4 OF THE NE 1/4 OF THE NW 1/4 OF SECTION
19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. IN SNOHOMISH COUNTY,
WASHINGTON, LYING NORTHERLY OF THE COUNTY ROAD.
BASIS OF BEARINGS
THE PLAT OF PUGET VIEW TRACTS, AS RECORDED IN VOLUME 12 OF PLATS
ON PAGE 87, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
ACCEPTED THE PLAT BEARING OF 196TH ST SW BASED ON FOUND
MONUMENTS IN CASE.
GENERAL NOTES
1. THIS SURVEY IS BASED ON THE CHICAGO TITLE INSURANCE
COMPANY COMMITMENT FOR TITLE INSURANCE, ORDER NO. 005703306
DATED JANUARY 23, 2003 AT 8:00 A.M.
2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON DTM 521
TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED
STANDARDS SET BY WAC 332-130-090.
3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY
MADE IN DECEMBER 2002 AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND
OBSERVATIONS. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY
VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE.
5. NO GRADING WILL BE REQUIRED AS PART OF THIS PLAT.
6. TOTAL ACREAGE OF THIS PLAT = 36,639 SF = 0.841 ACRES
7. EXISTING ZONING = RS-8
SETBACKINFO
SETBACKS SHOWN ARE FOR REFERENCE ONLY AND VEST NO RIGHT
RECEIVED
A,'-'R 2 9 2003
PERMIT COUNTER