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22015 94TH PL W
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CITY OF EDMONDS
121 5th AVENUE NORTH - EDMON.DS, WA 98020 - (425) 771-0220 fax (425) 771-0221
www.edmondswa.gov
SERVICES DEPARTMENT
1"7c. ISC)I3
May 4, 2015
MEMO TO:
Edmonds School District
Vdrizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget Sound Energy
Fire District I
Edmonds Police Department
Edmonds Utility Billing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Lynnwood Disposal
Comcast Cable
Waste Management Northwest
Allied Waste
DAVE EARLING
MAYOR
Per the request of the Snohomish County E911 Office, in preparation of the GIS driven
NWS (New World Systems) CAD (Computer Aided Dispatch) which is to go into effect
June 2015, 1 have attached a spread sheet of corrected addresses for the City of
Edmonds. These addresses were corrected due to an audit check by Snohomish County
for even and odd addresses to be on the correct side of the street. The spread sheet
contains parcel, owner, old address and new corrected address.
Owners have beennotified through a separate mailing.
If you have any questions regarding this letter, please contact a City of Edmonds Permit
Coordinator at 425-771-0220. Please contact our office if you wish to be removed from
future address change notifications.
Sincerely,
Linda Thomquist
Senior Permit Coordinator
City of Edmonds
Cc: file
a
Incorporated August 11, 1890
Sister City - Hekinan, Japan
Thornquist, Linda
From:
Sent:
To:
Subject:
115&
FT � 1
1-41-1
Memo.pdf
Thank you,
INNI
City of Edmonds
2015 Address C...
Thornquist, Linda
Monday, May 04,2015 3:06 PM
Allied Waste; Angela Edwards; Bard, Mike; Cunningham, Diane; Curt Kiessig; David
Baxter; Dowd Kim (kdowd@snopac9ll.us.com); Frontier, Jacqueline Amble;'joanne
Coughlin'; Johns, Kristin; Kenyon, Denise; Kuhnhausen, Kris; Lawler, Patrick; Linda Dolan;
Matthew Crisler, McMurphy, Linda; PSE; Rohde, David; Sharon Euster, Silva; Steve
Wheeler, Tammy McGowan; Terry Peterson; Thornquist, Linda; Tim Harris; Todd
Merriman; Vicki Thoroughman; Westfall, John; Witt -Williams Vicki (vicki-whitt-
williams@cable.comcast.com); Zulauf, JoAnne
Important! City of Edmonds Address Changes
Linda Thornquist .
Senior Permit Coordinator
City of Edmonds 425-771-022o ext. 1336
Our hours arefrom Sam to 44-30 Monday, Tuesday, Thursday and Friday. On Wednesdays
our permit counter closes at noon.
DATE: April 23; 2015
TO: CROSS MICHAEL R & LORI L
22014 94TH PL W
EDMONDS, WA 98020
RE: House address changes for Enhanced 911
Current address: 22014 94TH PL W Parcel: 00873 10000 0800
Snohomish County will be inplementing a county -wide advanced technology system * in June that will vastly
improve police, fire, and emergency medical emergency responses through the 9- 1 -1 system. In preparation
for this event, Snohomish County Enhanced 9-1-1 Office is validating all addresses located in the
Geographic Information System (GIS) for emergency responses throughout the entire county. A recent audit
by the county,has identified a considerable number of buildings in the City of Edmonds whose addresses are
not consistent with the approved protocol for addressing buildings, which could result in delayed emergency
responses to those locations. The current address above has been identified as one of these. In an effort to
cooperate with Snohomish County, as well as Fire District I and the Edmonds Police Department to improve
fire and public safety for all types of emergency response, the City of Edmonds will be changing the above
address to:
22015 94TH PL W
The main purpose for this particular chan *
. ge is to properly align odd and even address numbers on opposite
sides of the street, and ensure they are in proper numerical sequence.
We understand that this change may cause you some inconvenience and even some financial expense, and
we apologize for that. However, please understand that the change will provide additional assurance that
police, fire, and public works services are quickly able to find your address during your emergency. For your
convenience, we have enclosed a USPS addressing kit, which will help you make the appropriate
notifications to your utilities, creditors, insurance companies, magazine subscriptions, etc.
In order to be prepared for the upcoming upgrade to the E911 sy stem, we anticipate that this address change
will need to take effect by June 8, 2015, the date when Snohomish County E911 will implement the new
technology. If you have any questions please contact Linda Thomquist, Senior Permit Coordinator for the
City of Edmonds at (425)771-0220 or by email at linda.thomquist@edmondswa.gov.
Best Regards,
Leif Bjorback, Building Official
City of Edmonds -
C: Fire District 1 of Snohomish County
Edmonds Police Department *
Edmonds Finance Dept/ Utility Billing
US Postal Service
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAME/NAME OF BUSINESS
_19Z
i64 PERMIT
U 111v_ V NUMBER
ADDRESS --Z-
2 -vii
LEGAL DESCRIPTION CHECKI SUsOjylSjON 110. LID NO.
4(
2"
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAI. TESCP A4roved 13
EXISTING REQUIRED D ATION 6Z RW Permit Required 'd loe
�Y_, Street Use Permit Req 0
PROPOSED30 I VZX 'q(4 0 Inspection Required 9
Sidewalk Required 1_1K
M
JT; ;Wi
M117E INE SIZE I NO. fF F URES PAV RE UIRED
(I I YESI NO 0
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CITY z1f TE PHONE NUMBER
NAME
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ENGINEERING M4MC DATED REVIEWED B
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CITY ZIP
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TELEPHOME:,NUMBER
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FIRE MEMO DATED R IEWED BY
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STATE LICENSE NUMBER EXPIRATION DATE
k,sf�Tq iltiz- moci!j
Legal Description of Property - include all easements
VARIANCE OR CU
ADB,#:.
SHORELINE #
SEPA REVIEW.,
COMPLETE EXEMPT
X
SIGN AREA`�o
ALLOWED I PROP . OSED
HEIGHT
ALLOWEP I PROP ED
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Rit ,�,j 6-4 41
LOT COVERAGE
ALLOWED PROPOSED
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REQUIRED SETBACKS IFT.)`
FRONT SIDE REAR
PROPOSED SETBACKS (FT.)
-FRONT URSPE REAR 0
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Property C-3.
Tax Account
Parcel No.
LOT
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:REMARKS
WNEW RESIDENTIAL
COMPLIANCE OR
ADDITION .COMMERCIAL CHANGE OF USE
APT;,BLDG.
11 REMODEL E) SIGN
CHECKED BY.
I V
TYPE OF CONSTRUCTION
CODE�..'
OCCUPANT
GRO >
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FENCE
REPAIR cyns. x -FT)'
WOODSTOVE SWIM POOL
DEMOLISH F� INSERT HOT TUB/SPA
r,-/GARAGE RETAINING WALL/
A ROCKERY RENEWAL
WN
SPECIAL INSPECTOR�� > 47
REQUIRED
YES
OCCUPANT
LOAD
REMARKS
PROGRESS INSPECTIONSPERILIBC 108 Z
(T E OF USE. BUSINESS OFIACTIVITY) EXPLAIN:
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NUMBER 13'
OF
NUMEIERj
DWELLING
UNITS
CRITICAL
AREAS 42
NUMBER,,,;
&JIM I
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
'FINAL. INSPEPTIOUREQUIRED-%....'..
FEE
�PLAN CHECK FEE
BUILDING
17-5
HEAiSOURCE: 7GLAZIN@
*>
PLUMBING
Plan Check No. V
MECHANICAL
This Permit covers work to be clorie on private property ONLY.
GRADINGIFILL
Any construction on the public domain (curbs, sidewalks,
STATE SURCHARGE
driveways, marquees, etc.) will require separate permission.
Pennit Application: 180 Days
Permit Lhnit: 1 Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
"Applicant, on behalf of his or her spouse, heirs, assigns and
ENG. INSPECTION FEE
3
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'Uni
successors in interest, agrees to indemnify, defend and hold
harmless the City of Edmonds, Washington, its officials,
i
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I
employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance
of this permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirement of any city ordinance
nor limit in any way the City's ability . to enforce any ordinance
provision."
PLAN CHECK DEPOSIT
�82b.n
OUNT DUE
An
14 Q) ihiral
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
APPLICATION APPROVAL
authorized agent of the owner. I agree to comply with city and
state laws regulating construction; and In doing the work authoriz-
THIS PERMIT
AUTHORIZES
This application is not a permit until
ed thereby, no person will be employed in violation of the Labor
ONLY THE
signed by the Building Official or his/her
Code of the State of Washington relating to Workmen's Compensa-
WORK NOTED
Deputy; and fees are paid, and receipt is
tion Insurance aria RCW 18.27.
INSPECTION
acknowledged in space provided.
RE (OWNER OR AGENT) DATE SIGNED
DEPARTMENT
9
12)A7
CITY OF
0 FF �F% ATE
EDMONDS
&N
ATTENT�,ON
CALL FOR
RELEASED Y: DAIE
INSPECTIO N
IT IS UNLAW UL TO U OR OCCUPY A BUILDING OR STRUCTURE
TI'l
UNTIL A FINAL INSPI� TION HAS BEEN MADE AND APPROVAL OR
771-0220
ORIGINAL - File YELLOW - inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
SECTION 109
102-87
PINK - Owner GOLD - Assessor
%0"NOF amp 4 aw -
TRIP CHARGE
JOB NO.
GEOSCIENCES INC.
TIME ON SITE
JOB TITLE
Post Office -Box* 2385
9,15
4e L,--7- )z
Kirkland, WA 98083
TIME OFF SITE
PAGE
Telephone (425) 827-1084
q: is
. OF
WEATHER
PERMIT N.UMBER
DAiLY FIELD
REPORT
JOB LOCATION
CLIENT/OWNER
DAY OF WEEK
4?&--L6
A.1
1
GENERAL CONTRACTOR
GENERAL CONTRACTOR'S SUPT,
ON -SITE? -
VISftORS
/L/47 44
C, 1�1 4 /2.,.
GRADING CONTRACTOR
GRADING FOREMAN
ON -SITE?
1, A17
1417
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SEE AFFF,0VELD FLAT MAF
FOFR C)fRAINAGE AN[)
EFRfR0510N CONTfROL
N88d53'23'I1J 10162'
43'-10 1/2'
A
-
'15' 655L
--------------
ELEV.=1001
EjLEV.=1CB19'
V
It
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111
Ito I 10
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oil
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ELEV.=101'
Dil
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lot
A T C � 4 E53
Et4EV.=99'
LOT 8
f, WHISTLER BUTTE
24' C>ETE�TICN
Fill E
4-,
CATCH BASIN
HEIGHT CALC. \. �x
A 100' �-f _V
B= 101' fie .3 3V
1 11 11
�_ = mm
D = ecY
AVERAGE GRADE = cJ9.715'
ACTUAL = 124.15'
MAX= 124.15'
DATUt'1 POINT +100
MONUMENT CASE
5UE3DIvI5jON: BELL
LOT ": &
STREET ADDRESS: —
LOT AREA: 15,314 6
PLAN 0: 1111-1151-71-MR
OUNER: NATHAN C;(
ADDRESS :
PHONE: 111-1210
TAX
LEGAL DESCRIPTION:
AC
40 1/2,
EXCAVATION AND GRADING
4c3'x5O'x3' DEEP APPROX.
EXCAVATION FOR FOUND.
EQUAL5 213 YARD5 TO BE
BACK FILLED AND D16FER5ED
OVER L03-FOi��FIN15HED GRADE
DRAINAGE AND EXCAVATION/ -B-1040
ONSITE DETENTION [C)ATE: 11/3/e
T1
.ffappler 4ssociales
Architects
13400 Northup Way East. #33
Bellevue, Wa. 98005
tel 206-641-5320
fax 206-641-5318
STANDARD DRAINAGE DETENTION SYSTEM
WORKSHEET.
............
OWNER C- /\J-SS CALC BY- jfF�--
14 4- E"P LU
ADDRESS PHONE: 4-1— 5-3 Z
Lo -F 6 Bet -A R-Ac-j DATE: 17/-9 7
****DE.SIGN DATA
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
DETENTION PIPE LENGTH LOCKING LID
FINISHED G "'�TENT STYPICAL)
MINIMUM
TIGHTLI E 6' MIN EA�ROAM;Cfop OF
MEASURE F
.5% TO IV SLO E CONC BOX OR RISER
0 OUTLET
UTLET CONTROL
MIN,
UPPER CATCH BASIN ORIFICE
CONTROL CATCH BASIN
SYSTEM CROSS SECTION 01(i
2*X2'X6' DEEP, 4-6' SPALLS OR EQUAL
FROM CONTROL CB 21X 2'X 3' DEEP, 3/4' CRUSHED ROCK EXISTING GRADE
EXISTING GRADE
FROM CONTROL OUTLET ASHED ROCK
)C
OUTFL13W TRENCH MIN 10' LdNG.
PERF PIPE TO Be LEVEL
ERF PIPE W/ END CAPS
TR NCH SHALL BE LINED WITH MIRAFJ
&PRAP OUTLET PR5OR TO PLACEMEN OF WASHED DRA N ROCK
RUNOFF SPREADER. TRENCH
FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM
NOTES.-
1. Call Engineering Division (771-0220) for a tightline and detention system inspection
before backfilling and for final inspections.
APPROVED BY
2, Responsibility for operation and maintenance of drainage systems on private property is the I I
responsibility of the property owner. Material accumulated in the storage pipe must be flushedl— 117/0
out and removed from the catch basins to allow proper operation. The outlet control orifice
--b 1-- 1-- - - - .... DATE
PROJECT REVIEW CHECKLIST
PROJECT NAME: Cjl�� S-1
PROJECT ADDRESS: 27c))4 ovrk P�_
PLAN CHECK#: ct r�-
RECEIPT DATE:-Ibw/q/?-
I
REVIEWED
BY: (lhitidI/Da'aFe)
PLAN.
WATER
COMMENTS
FIRE
BLDG.
SFWFR
STRFFT ENG_
Setbacks/Variance/Setback Adjustment
Conditional Use Permit
...............
1 -,
2,
ADB Requirements
Other Zoning Requirements
....... . . . . . . . . . . . . . . . . . .
Underground Wiring Required
...... ...
Lot Slope 15%
6-
SEPA Environmental Checklist/Hydraulics Permit
7
Tree Cutting Plan
Plat/Subdivision Requirements p 9,6 14 o
9
Legal Description Verification
Quit Claim/Street Dedications
Easements - Public/Private
........
..............
Engineering Storm Drain Review Fee 30
----------
EngineerinW. inspection Fee
. . . . . . . . . . . . . . . . . . .
. . . . . . . . . . .
Drainage PIbn (On -Site) 9-6 — IL4 a
15
Setback - Top of Bank, Stream, Water Courses
Setback - Storm Drain Line
Open Ditch - Existing
�7_i.
8
Culvert Required
Culvert Size
. . . . . . . . . . . . . . . . .
7�57
Shoulder Drainage/Shale Open Runoff
2-....
Catch Basin Required
\J\
66:7
Driveway Slope & Vehicle Access
Sidewalk Required
Curb & Gutter Required
. . . . . . . . . . . .
fv-\
.24
[.:91
Curb Cut For Driveway Required
IN
Street Paving Required
. . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
A
:. :1 * 1-7
...................... I
......... ......
1pb 7.
Right -Of -Way Construction Permit Required
/01/
J/
Street Name Sign Required
Other Signing Required
...........
Bond Required For Public Improvements
FEMA Map Check/Water Table
. . . . . . . . . . . . . .
Side Sewer Avail'a6ility
Calculate Sewer Connection Fee If No
34-1
Create Street File
.................
36
Existing Water Main Size
Water Meter Size
Service Line Size
Water Meter Charge Required,,
Hydrant Required
-:4 , 0
Hydrant Size Existing
-
41
Fire Line Charge Required - Sprinkler
Street Cut
42
Miscellaneous
Reviewed By:
FIRE
PLANNING
p —
_ 41 m - R,90%yi�t_
ENGINEERING 0 ff 2 L�Q ffr KS
PUBLIC WORKS DEN
R E C 0 R D OF C 0 N T A C T S
1
21
2
22
3,
23
4
24
5
25
6
26
7
27
8
28
RW PERMIT 'DATE ISSUED RECEIPT #
9
29
10
30
11
31
32
13
PAID $ RECEIPT # DATE
33
SS PERMIT # DATE ISSUED RECEIPT #
14-
PAID $ RECEIPT # DATE
34
15
35
16
36
17'
37 1
METER SIZE PAID $ DATE RECEIPT #
18
38
19
39
20
40
I-J
T-
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0
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(1) >
a.
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LU
0
US
5EE AFFiRovElD FLAT MAF
FC)fR lDfRAINAGE AN[:)
EfRfROSION CONTfROL
—N88d53'23'LU 101.9,2'
43'-10 112'
A
-
- - -
- - - - - - - - - -
-
-ELEV.=100.
FqLEV.=
V
L6
kilt
w
E,:z
ELEV.=101'
(p]
--------
L4
I- CATCH 5
2j'-6 1/2'
E14.EV.=S-J'
LOT
WHISTLER E
24' DETEATION
T(-LI r-INI
HEIGHT C;ALC;.
A 100'
E3= 101'
1) 9e,
AVERAGE GRADE
ACTUAL = 124.-15'
MAX= 124.-15'
DATUM POINT +100
-nQ.NUMENT CASE Ah
51TE -f=J-AN----'
-S-C—;ALE: 1'=20-
5UB[)IvI5joN: BELL
LOT 0: a
5TREET ADDRE55
LOT AREA: 15,314 5
PLAN 8: WHISLTLER
OLLNER: NATHAN C(
ADDIRESS :
PHONE : 111-1210
TAX 0:
LEGAL DE5CRIPTION
DRAINAGE AND EXCAVAT
ONSITE DETENTION
EXCAVATION AND GRADING
413'x5O'x3' DEEF AFFROX.
EXCAVATION FOR FOUND.
EaUALS-2qj� YARDS TO E3E
E3AC,K---151LLZr=D AND DISPERSED
,aiik,aHmoirvFpvRAms-HEw GRADE
JOB 0: -3-1040
[)ATE: 11/3/ci-I
A'appler Associates
Architects
13400 Northup Way East, #33
Bellevue, We. Q8005
tel 206-641-5320
fax 206-641-5318
STANDARD DRAINAGE DETENTION SYSTEM
WORKSHEET
C-- &C-44 J,67F/---
CALC BY:
.OWNER
(�LZA? t-Df--
ADDRESS 2 aot4 -94-L-'PL- t,0' PHONE:&V�;L&4-1— 53 ZO
Lo-r 6 BecA P,,Acg
DATE: —(/17/-)7
*****DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
U
DCTENTION PIPE LENGTH LOCKING LID
STY ICAL)
FINISHED G
V
MINIMUM
TIGHTLI C 6MjATUREC�ErAR110AM1CfOP OF
.5V TO 01 SLOPE CONC BOX OR RISER
0 OUTLET
OUTLET CONTROL
9NIN,
UPPER CATCH BASIN ORIFICE
CONTROL CATCH BASIN
SYSTEM CROSS SECTION
2'XZ'X6' DEEP, 4-6- SPALLS OR EQUAL
FROM CONTROL CB 2'X 2'X 3' DEEP�' 3/4' CRUSHED ROCK EXISTING G DE
RA
EXISTING GRADE
LE T WASHED III
FROM CONTROL OUTLET WASHED ROCK
0 UT FL
"OUTFLOW TRENCH MIN 10' LONG.
P ERF ,
PERF PIPE TO
.5 Be LEVEL
PERF P IPE W/ END CAPS
TR, , H M RAF
PRJNCH SMALL B5 LINED WIT I
OR TO PLACE ENT OF WASHED DRAIN ROCK
AIPRAP OUTLET
RUNOFF SPREADER -TRENCH
FOOTING DRAINS SHAU NOT BE CONNECTED 70 DETENTION SYSTEM
NOTES.-
1. Call Engineering Division (771-0220) for a fightline and detention system inspection
,W
q I(
APPROVED BY
before backfilling and for final inspections.
2, Responsibility for operation and maintenance of drainage systems on private property is the
I I
1(-71q, 7
responsibility of the property owner. Material accumulated in the storage pipe must be flushed
DATE
out and removed from the catch basins to allow proper operation. Ile outlet control orifice
must be kept open at all times.
6 - .
PLANNING DATA
NAME -
SITE ADDRESS:_�_7-0 PATE:
ZONING: PLAN CHK#:_22-3/-&
PROJECT DESCRIPTION:
CORNERLOT A1_6 Yes/No) FLAG LOT- r 2r u— I ff -es/No)
rl X
SETBACKS: Al 1� 1 nLE I L r.
Re6uired Setbacks: I -I �,/
Front: Z,5 Left Side.- Right Side: Rear:
Actual Setbacks:
Front ' : 'Z( La Left Side: Right Side Rean-101,
Street map checked for additional setback required? Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
LOT COVERAGE: e300 '� � �0
Maximum Allowed: —Actual:
B UILDING HEIGHT: W
Maximum Allowed: —Actual Height:_
Datum Point: fio,,V� —Datum Elevation: 6 0
A.D.U. CREATED?: Ivet-)
SUBDIVISION: 13-c'lle" aclo-
CRITICAL AREAS #: % __ )/-) - �IA / V&K_
,e_ytFP119-(
SEPIA DETERMINATION:
LOT AREA: 91, vog IV
OTHER:
Plan Review By:_____5;5C_'1j_�0 t,�a:rr"LUT
c AfileApennit\AplandaLdoc
0
I
EX. ce
TOP-371.39
LEGEND
m- CB
STORM CATCH BASIN
OSDM,f4
STORM DRAIN MANHOLE
C �
SANITARY SEWER MANHOLE
SIV H
POWER POLE
GUY POLE
0 14V
WATER METER
>4 wv
WATER VALVE
tr FH
FfRE HYDRANT I
- G
GAS LINE I
WA TER UNE
w
POWER LINE
ss-
SEWER LINE
PROPERTY LINE
X--)<--
FENCE UNE
FND MONUMENTICASE
FND MONUMENT
M
F-w--
FIRE HMMT ASSEWILY
STA. 0+26, IS' RT
(PLER OLYA0P)C MEW
WATER & SEWER DISTRICT
STANDARDS� SEE DETAL)
EX. SSMH
TOP-371,65
'Er -.364.03
IE NJ-363.85 J wm Is
MAILBOXES
., . . i
UTILITY CONFLICT NOTE:
Cr)N7RACTVR TO POT -HOLE EX STORM LINE & rX WATEW LINE
T! 10 (2) NEEXS PRIM TO C0AWRUC7?ON START UP TO VRIFY
MY ELEVAMM AT PROPOSED STORY PIPE CR=NG LOCAMN.
S'.-A. 0+16, 13- RT AND STA 0+20, 13' RT
PLACE RM FOAM PADS BETAEN P/PM
(SD -SD). (SD-*), (2 LOCATIONS TIM.)
NE 114., SE 114., SEC.25., T.27N... R.3E, W.M.
NOTE
MAINTAIN 2' HORIZONTAL CLEARANCE
BETOEN POWER POLE AND EDGE OF
ASPHALT
SET MONICASE EX. SSMH
TOP-3 73. 01
IE(jE)-365.01
IE(W)-364.95 EX SSMH
RELAY IX Ir Rcp IE(S)-365.01 TO�-,377.39
qlb IE(E).-365.37
0.5X AS q lbq IE(W)-365.27
pp, IE(S)=365.49
MAINTENANCE AGREEMENTr
947H PL.. W. IS TO BE A PR/V47F ROAD KITH A
MAINTENANCE AGREEMENT RECORDED ON THE
FACE OF THE PLA T.
CRA WL - SPA CE NO TE
THE MINIMUM CRAK SPACE. El"A770N
FOR ALL LOTS 2 7HROUCH 8 SHALL BE 374.00.
SCALE: 1 30'
n111M EMEMEEM
ME= - -NONE= I
0 15 30 60
BASIS OF BEARING. EAST LINE PLAT OF PINE ACRES
TBM SSMH OENTRANCE DRIVEWAY_
tif IVE UVRIVCn LVI Z, VLA.
7/)7
220TH ST. S.W. VERM 7um AS -BUILT ELEV. W.
CB
4s WX2304.s ss
S-_ MEAN LOWR LOW WATMIE=364.95+8.06=373.01 ON TOP OF MH
"N
213.69(P) S� -71 - - i 1 1. - /W\
aa 19566 V
146.89(P)
ohm
-MMO umm"
8*Dl WATER- 80DI TLER-4-- 7
t* WA
TER-
P P 8&Dl-
7
StG lb, 91.83 P ISIR
w
FH ri ca rymPE I MOW FNC 151R
"TOP-371.46 0 T- - - - - - - - - - - -
30, w! IE(E)-J69.g4(IrRCP`) RY
tF(W)=J69.9I(ITRCP`) c EPY EX. ce TYPE I DMOPER 70 INSTALL
CURD 0+35 TOP=373. 5 -STANDARD 0STOP" SON
4
LOT 1 JQ- HIGH INTEqSITY
EX. 15' DRIWWA Y -9 4 SF \lElw)-37t.71(I Rd?) -S 'EtT NAME SIGIV ON TOP 0,STOP SIGN
SF TAU -NO PARKING SOUTH V.I.P. 6" LET, I
CONSTRUCT '0(S)-372.71(4"PVlC) W1 6-*nLOW "STREET ENDS-.'
10'X 20'PAVED c INs CURVE TABLE
17 IER�*MBEERS
TURNAROUND zs "TEOXTRUDEV, ALUM.
bA OF HERr SIGN (I Typ ON 9 RAW. W. DEL TA RADIUS LEWTH
OT I STA L+60 10, RT- _12* STOP
I LOCA VDR L
TION- OCA TE
ESACT Fok INGREss & EGRESS
Cl 84 26 '36" 35.00 51.58
F-371.73 THE WSI`ERLY 15 FEET LA
CB v2 OF' THE 125, C2 6.3o35 '12" 35.00 38.84
C3 28*20'48* 35.00 17.32
C OF THE 155.5'
C4 24o32 '46" 35.00 14.99
CAP END IE-370.8
C5 50*45 '08w 35.00 31.00
-j C C6 72*08'1.9* 25.00 31.48
j
�llkjl-
45.�J
B8153 23"
220TH 87. S.W.
-30 51
LOT I
40T C v3
0 CO (A
CA 00
0 C14 Fly. 811)(1
1 EX GARAC.-'C too 00 00
fl% It COk. .: 92110f. 1121 0)
zo
CATCH BASIN DESIGN INFORMATION
I : I Ap Uff n MY% N w
C91
TYPE
STA
DESIGN
AS -BUILT
DESIGN
AS -BUILT
ADD177ONAL
TOP EL
TOP EL
1E
/E
INFORMA 77ON
1
1
O+t5.3
RT
372.70
370.WE)
370.50(*)
W1 GRATE
370.WS)
370.8%N
W1 SOLID
2
0+90
374.85
370. 0(
LOCKING LID
2' RT
370.
137020((E�
3
2-54 .0+
95
375-00
1370.90(N)
370.40(5)
370.40(
CONTROL
STRUCTURE
2'RT
1 "
3 70. :�Ej
S*.T DETAIL
4
1
O*M
111.10, Ll
37480
370.95(Yo
W1 GRATE
94.644
Xg g,.
1 -
_375.16
370.40(N)
W1 SOLID
LOCKING LID
I-L
0+95
374.88
370.
370.40(S)
W1 GRATE
-7.17' RT
7
2-480:2
F 80
375.15
370.40(N)
W/ SOLID
34'LT
370.90(S)
LOCKWG LID
-8
1
3+12
47'LT
3
W/ GR A _7TE
TYPE
STA
DESIGN
TOP EL
AS-MLTI
TOP EL
DESIGN
Ir
AS-901T
IE
A077ONAL
WFORMA 77ON
CO al
0+90
13' RT
372.35
370.85
W1 SOLID UD
CO 02J+01
, 63.5' RT
375.20
371.45
W/ SOLID LID
CO a3
2+87
68' Rr
375.30
371.60
W1 SOLID UO
CO 04'+73
66' RT
-375-35
371.75
W/ SOLID UD
YD 111
1+64
I IXRT
372.65
371.15
W/ SOLID LID
YD *212+34
13' RT
.372.93
371.43
W1 GRATE
YD 031188'RT
1+64
.372.95
I
.371.45
W1 GRATE
-
PIPE DESIGN INFORMATION
WQQD rNC.
3RED S 88
92.61 8Z53
Ro 1, F - - - - - -
4 15.00 71
E?LK 2., A An-T-7 *1 LINE �LAT OF*
10'BSBL yo =,91, 40 49vc BETHORt� TERWE #2
�ssl.-- 7-71
IVAN N=8,058 F
YD v3
r - SFR
Pm0vw sm
S"m 19324 CAPACF
O?AVX SPACE
v-dw PERF/amm ELEV-374.00 CRA . S4
arA,
75
DRAW 0 0.4% tl
Alit. :t"
T-0.40
TOSE WEt:b
I M.-J74.00AVIft.
Li
LOT 2 Z CRAW. SPACE 00
97 Sl V,
G=9,1'
tnt
l,N=8,001 Sr
PROVIDE DRAINAGE SWALES rTo BE RIEWOM
TO DIVERT LOT 2S SURFACE oe ROCKt RY N=80 --- --------- 7-
RUN-OFF TO DRAINAGE
&NL, 1)
E
smm "some I
S& . .. .... 000p
92. 01 5' D FNC. 0. 9 '(w)
05
CB 05 1� 17.510 8j5
-.Merv' 1121-6" PERFACURTAIN EX. SSMH I . . I I I I 1 1 , ;. 1, k I . II(E)
ro
DRAIN 0 0.4% 15 .001
=366.17
IE EX. SPR
IE�SN NOTEY
E�-366.15 374.87 19332 1
IE E -J66.29 , 1 A LOT 9 IS INCLUDED FOR PURPOSES OF CONVE74NG LAND. LOT 9
FT-378.39 S.
it -:6. 1 1
INSTALL SM. PUD CORA PRffXE f .. ,
, u I IS RJLLY DEVELOPED WTH IVS 00 ACCESS AND DRAINAGE.
f
HEAD LUMINAIRE PER PUD CO'64 I I I I I 100�
C8 v7 4:40 1 1 1 1 1 1 CONVEYANCE OF THE LAND MLL NOT IMPACT ANY BUILDING SEIT
STD. PLANS (I rM.) -'w "j. - kc) a
4 .,9 0�
QWTR OF P IT 374 8' BACK REQUIREMENTS NOR MU IT INCREASE X PERCENTAGE
STA. 2+70, 2' Lr 0
OF DEVELOPED LAND.
S�tA.2+84.17
35.651T ;0 o7l
SET MONICASE CA PA (,7
STA.2+86.49
LOT 3 J5. 181T A
374.57 t
�WAN@ 01 1 1
CURB 61 1
TANA�- OCT 2 4 1997
CO BE REMOVED
(rtp.) cl /P BUILDINGS TO
FILE
%min 15 C) 0 - 1, % I h t
4'MOD FENCt 9,(E)
IIANK To
DRAINAGE NOTE 1� 4�
ALL ROOF AND FOUNDATION st MOVED
DRAINS SHALL 'BE MINIMUM
4" ADS-N12 OR PVC AT I.OX
SLOPE AND CONNECT TO STORY
A P P R%glfk V. E D F"u" R
DRAW SYSTEM LO Aft Aft
3' NO D
COLiXCIION PIPES TO BE 6.0 AlW. mtwm SM No= SM SM u
PIPE IF MORE THAN 2 HOUSES U) I L;wN TR"sComl,"'N
CRAK SPACE CRAK SPACE uj CRAWL SPACE
ary-374.00 aEV.=374.00. ELEV.-374.00
;�o
ARE COLLECTED BY THE PIPE. m1g. 2. 1 YE)
to I /
01
DATE:
LOV, 3 L 0 nq :z
t 8352/SF LOT, 5
8,197 F 8,2934F
z z A 'e't IVA.
f
PRE
rrPE
rnMPE
AS -BUILT
LENGTH
LENGTH
As-BLqLr
SLOPE
SLOPE
AS -BUILT
ADDII70MAL
INFORMA 77ON
P-1
81-RCP
75-
0.4
P-2
67-PVC
1
0.0
P-3
120-PVC
5-
0.0
P-4
81-PVC
13,
0.4%
P-5
12'-PVC
0.4x
P-6,
36-CMP
16r
O.Ox
P-7
36 1- CMP
188,
0.0%
SEE DEEIAIL
P-8
81-PVC
1.0%
SEE DETAIL
P�-9
6'-PVC
0.0
P-10
6'-PVC
74'
0. 4x
P-11
6*-PVC
70'
0.4%
P 12
60-PVC
75-
0.4%
65.00 4.25
H2
6' WOOD FV/�E .1 1 1
61, if I - k
J
V
�lt
FERRY �jl
DOCK
MAIN ST
C Cl t Y OF EDMOND
S 212TH ST. SW
y �212n
�-j
SITE
U-j
220 TH
cr)l '00 ST Sw
2247H-ST.--SW
229774 ST., Sw 4 X�
0)
lal
T
VICIMTY MAP
NOT TO SCALE
LEGAL DESCRIPTION
PARCEL 1:
WE SOUTH 855 FEET OF THE NORTH 235.5. FEET OF' THE WEST 31IOTHS Or THE NORIWAST
OUARTER OF THE NORIHEAST QUARTO? OF ?HE SOUIHEAST QUARTER OF SECTION 251
TOWSHIP 27 NORTH, RANGE 3 EAST, WM., IN KING COUNTY, wAsHWcTON.
SITUATE IN THE COUNTY OF SNOHO&M. STATE OF WA"CTON.
PARCEL M,
AN EASEMENT ACROSS THE PESTERLY 15 FEET OF THE SOUTH 125.5 FEEr or THE NORTH IMS
FEET OF ME REST J1IOTHS OF SAID NORTHEAST QUARTER OF THE NORINEAST QUARTER OF THE
SOUTHEAST QUARTER FOR PURPOSES OF INGRESS AND EGREsS.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WA"GTON.
THE SOUTH 9750 FEET OF ME NOR1H 445 FEET OF WE WEST 3110THS OF THE NORMSr
QUARTO? OF THE NORIHEAST QUARTO? OF THE SOUTHEAST QUARTER OF SEC17ON 24
TOWSHIP 27 NORTH, RANGE 3 EAST, WM., IN SNOHOMISH COUNTY
I WASHINGTON,
EXCEPT ANY PORTION THEREOF LVWG WTHIN ME PLAT OF SETHORIA TERRACE No. Z
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 Or PLAM PAGE 95$, RECORDS OF
SNOHOMISH COUNTY, WASMNGTON
STUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
AN EAM"T FOR WGRM AND EMM OVER TW WESn`RLY 15 FELT OF THE NORTH 243 FlEET
OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF n4r souTHEAsr QUARTER OF
SAO SECTION 4
EXCEPT 7HE NORTH 30 FrET THEREOF MR 220TH STREET S. W; AM
TOGETHER W!7H AN EASEMENT FOR WMM ECRESS AND THE WSTALLA770N, OPERATION AND
MAINTENANCE OF U77U77ES OVER, (MR ACROSS, THROUGH AND UPON THE' WEST 20 FEET OF
THE HEREINABOW DESCRIBED PARCEL I
WIW-J-w-
THE SOUTH 102.50 Fn7OF THE NORTH 347.50 FEET OF THE WEST THREE' VMS OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUINEAST QUARTER OF
SEC17ON 25, TOWSMP 27 NORTH, RANGE 3 EAST, W.M., IN SN04MM COUNTY, WASH�Mjft
EXCEPT ANY POR77OR MWOF LMG WHIN 7HE PLAT OF BETHORIA TERRACE' NO. Z
ACCORDING TO M PLAT THEREOF RECORDED W VOLUME 20 OF PLAM PACE .94 REMM OF
SNOHOMISH COUNTY, WA"GTON,
ALSO, THAT POR77ON OF THE NEST THREE TENTHS OF WE NORTHEAST QUARTER OF TW Na"Wr
QUARTER OF ?HE SOUTHEAST QUARTER OF SEC77ON 24 TOWN94P 27 NORTH, RANGE 3 EAST, WY.,
IN SNOHOMISH COUNTY, WASHWGTON, DESCRIBED AS FMLONS-
BEGINNING AT A POINT 2Z5 FEET SOUM OF THE NORMVEST CORNER OF* 7W WST THRM
TENTHS MEAWRED ALONG 7HE WESTERLY BOUNDARY THEREOF;
THENCE SOUTH ALONG IK PESTERLY BOUNDARY, A DISTANCE OF 9.5 Fffr,
THENCE DUE EAST TO WE EAST BOUNDARY OF SAID iwsr mm TENTHS AT A POW 245 FW
SOUIH OF THE NORTHEAST COW OF- SAO WSr THREE TENTHS ON TW EAST SOWDARY OF
SAO REST 17#�EE IENTK
weicr Nopm, ALONG sAvrAst BOUNDARY 9.5 FMT TO A POINT 235 5 FEET SOUTY OF THE
NORTHEAST CORNER OF M VEST IRREE TENIHS�
THENCE WESTERLY TO THE' POINT OF BEGINNING PER CITY OF EDMONDS BOUAOARY LINE
ADJUSTMENT RECORDED UNDO? RECORDING NO. 9607180381;
(BEWG KNOW AS LOT A OF BOUNDARY LINE ADJUSTMENT NO. U-96-18 AND AP-96-51
RECORDED UNDER RECORDING NO. 9607180381).
SITUATE IN WE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
AN EASEWWT FOR INGRESS AND EGRM OVER THE WESTERLY 15 FEET OF WE NORTH 245 FW
OF THE NORTH94ST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST' QUARTER OF
S40 SEC170M 25. TOW" 27 NORTH, RANGE 3 EAST. WH..
EXCEPT THE NORTH 30 FEET WEREOF FOR 220TH STREET SOUTHWEST,
AND EXCEPT THAT POR17ON L)ING WITHIN THE MAIN TRACT,
SITUATE IN THE COUNTY OF SVOHOMISH, ST47r OF WASHINGTON. P R I N TE Ei
PARCEL 4: JUL 2 4 199/
LOT Z BLOCK Z PINE ACRES ACCORDING TO THE PLAT THEREOF IN
VOLUME 13 OF PLAM PACE 6.1 RECORDS OF SNOH04M COUNTY. SRINGTON.,
9T?JAIE IN WE COUNTY OF SNOHOMISH, STATE OF WA91INGTON.
SUBJECT TO THE EXCEPTIONS SHOW HEREIN.
PARCEL 5:
LOT 9 OF SHORT PLAT NO. 1" (8-82) RECORDED UNDER NO. 821213018t, RECORDS
OF SNOHOMISH COUNTY, WA"GTON. REV 17 ML 1ADA7
0 E 0 20 12 zo t- 20, DETEN77ON PIPE, CRAK SPACE EL.S RLL 07-03-97 SITE ADDRM 9406 & 9332
252
65.01 1.2 --- 65,02 220TH ST. SW
5' WOOD FENCE s 88*53'23" E hV2 ROAD GRADE, STORM DRAINAGE SYSTEM- DETEN77ON PIPE, RLL 06-12-97 EDMONDS. WA. 98020
If 1 ROAD GRADE, STORM DRAINAGE SYSTEM, SIGNAGE DESCRIPTIONS RLL 04-23-97
TAX ACCOUNT NO&, 252703-4-007-0002 252703-4-OOMS-0003
6' .'FENCE
0 DESCRIP71ON IN177ALS - DATE 2403-4-009-0000 5442-00.2-002-01009 252703-4-014-0003
0 01
0 K6-06 REV. NO -
ROAD & DRAINAGE PLAN
L rL7R
5-r.R.
EA ui
if 22124 A A
cn m NOT rtELD LOCA In A 356-2700.
m --LAMY esLern B c' L L 64 PL14CE
/14 WA OR
0 cl P-96-140
0 742-5500 APPLKANT CHARLIEE NATHAN
& 00M 9792 EDMONDS WAY STE 288
E. LINE PLA,' LOT 9 z
OF PINE ACRES m Is EDMOND% WA, 98020
10' SEWrR ESM7 9,324 SF M244 LAND USE CONSULTANTS PH. (425) 771-7270
OYON. BY ........ DAIE PROJECT MANAGER SCALE
1.4- ain T I Q"Al I Y
UIVIL tlVUllVttff0 LAIVU DUffVltTVffa
s 88-5J25" E EXPIRES 10/2 DESIONEDBY IF. 9. Im 54T.,
10' DRAJNAGE ESM7 130DO HWY " SOUTWEME", WA.,98M AX (208)MO-Im 0 18 0
Irfm� 4� ammomm qmw� � � I z . R.B.NEHRIN 3, c
NE 1149 SE 114.4 SEC.25, T.27N, R.3E..w W.M.
R11W
JO# RIW
IN
Fi 6 19 te v
+ ug
75
+4 U01
7
1.4d. S"o.
x S�-omx
Sao. cd g i I � "?
21�
375
Ed
3751
PROPOSED ROAD
ox
.0
----------- -----------
s"
L r
0 C�'4
75", 8" RCp 00.4%
370
-in
3701
LcB o8
AeLcil al
C8 oil
C
gig CR v7
Rv4
ct, Ex GRADE CS v2
C8 Be
-CB 85 365
365 1
_0+30 0+00 1+00 2+00 3�00
FROM STA. o+8.76 'ro 0+30 - CROWN VA R IES
FRom sTA. o+.30 TO 2+24 - 2% CROWN
95TH PL. W. PROFILE 1PRIVATE ROAD] FROM STA. 2+24 TO 3+20.39 m CROW VARIES
HORIZONTAL SCALE.- 1 INCH 3 ' 0 FEET
VER71CAL SCALE' 1 INCH 5. 0 FEET
HANDLE WITH
LOCK PIN
SIX EVENLY SPACED ADJUSTABLE LOCK HOOK 0
HOLES FOR BOL77NG WTH LOCK SCREW
TO FLANGE CONNECTION.
0 CT
0 0 0
0 0
ran 0 0
0
0 0
LIFT HANDLE SHALL BE ATTACHED MAXIMUM. OPENING.
MANUFACTURER'S RECOMMENDATIONS.
FRONT SIDE OF. GATE
ALTERNATES ARE ACCEPTABLE PROVIDED MATERIAL
SPECIFICA77ONS ARE MET AND FLANGE BOLT PATTERN
MA TCHES.
CLEANOUTJ SHEAR GATE
NO SCALE
ROUND SOLID COVER MARKED
ODRAINO WTH LOCKING BOLTS
TOP EL 375. 00 UNLESS OTHERWSE APPROVED
BY ENGINEER.
N\N 8" P VC
0 0. 4 A.1
PIPE SUPPORTS 3*xO.9Go.
ORIFICE 1.3
n C
W
6' ELBOW
I B 0
BOLTED OR IMBEDDED 2*(A(tN)
IN C.B.NALL, 0.1'MA)WUM
or ED
373.40
SHEA R GATE
C
ORIFICE it
0 n E
MINIMUM ONE SUPPORT
4
CONTROL ROD
IF - 37,"2
ARC
ORIFICE 13 - 2.1250
IE - 371.90
CMP
16 7'-,36" CMP
P
8m RCP
'5-
0 0.49 SL
O."'S'
ORIFICE 12 - 3.50-
0 0. 0
5' CP
8" RCP
0 0.0 SL
4R
ORIFICE /V
.60 ELBOW
0.5 DEAD S;]7TORAGE
1. 4'- 12 " P VC
IE- J70.90
00.0/.
12* F R. O.P. TEE
IE - 370.40
IE - 368.90
CLEAN OUT SHEAR GATE
SEE DETAIL
OMCEJI - 2,3' DtA.
RESTRICTOR PLATE
540SID.C8
CB at;
SHOP DRILLED.
(rtPEACH ORIFICE)
TYPE 1 -L
.A
j
SECTION VIEW
. NO SCALE
CONTROL STRUCTURE
C803 ITYPE 11-547 DETAIL
PAVEMENT WDTH
END PAVEOENT
0. 5"'
_
77
' � i - 8.5"
co
L
T 18.
CEMENT CONCRETE
VERTICAL CURB AND GUTTER
NO SCALE
DETE.,".,,'TION PIPE TABLE
PIPE NORTH STUB SOUTH STUB
P-6 NO STUB 24' CUP
P-7 24" CUP JO* CUP
W1 2- VENT PIPE
MATERIAL-
- GALVANIZED NTH TREATMENT I ASPHALT COATING
- 2-213 x 112 In. CORRUGATION
- 16 GA UGE
- MINIMUM BAND SIZE 120
DETENTION VOLUME TABLE
- REQUIRED STORAGE Z296 CF
I
- DESIGN STORAGE 2,354 CF
- DESIGN DEAD STORAGE 392 CF
CS 63
TYPE /I
(54-DIA)
4
P-6
167-36" CMP
00.0%
PLAN VIEW
NO SCALE
P-7
188'fw�3 7
6 CMP.
@ 0. 07.
2'-24" CMP
@ 0. 0 1w.
ACCESS & UTIL.ESU'T (STATIONING LINE)
EASEMENT
LINE .30-ACCESS & UTILES97
3.0"-
20' PAYED ROADWA y 7p
VER77CAL ClIRB RD. to,
& GUTTER 2# 0.5'
(SEE DETAIL) 0.51
(Typ.
2. OX SL 2.OX SL
EX. GROUND EX. FENCE 2* COMPACTED DEOTH CLASS wil" ACP
KEYSTONE RETAINING WALL
2" COMPACTED DEPTH CSTC
.3.0' MAX HEIGHT TO BE INSTALLED
4" COMPACTED DEPTH CSBC
PER MANUFACTURERS RECOMMENDA77ONS
APPROWD SUB -BASE (Typ.-BOTH SIDES)
PRIVATE ROAD CROSS SECTION ITVPJ
NO SCALE
CENTER TO CENTER too-
195.5
4" VENT PIPE
188' - 36* CUP
S- 0.0%
0.5' DEAD STORAGE
-------------------- 7 ------------------
0-24" CMP 2- 30" CMP
CB #7
CB fa6 CB TYPE Z 480
CB TYPE 1-L
172.75' CENTER TO CENTER
167' 36" CAP
S 0.0%
0.5DEAD STORAGE -----------------------------------------------------
-------------
2,v 24" CMP
CB #5
CB *3 CB TME 1-L
CB TYPE 2, 54'
W1 RES7RICTOR
SEE DETAIL
DETENTION STRUCTURES
N. T. S
EX. GROUND
0 A
WASHED 00
DRAIN
ROCK
60 PERF PIPE wl*nLTER
24" FABRIC SLEEVE
CURTAIN DRAIN
N.TS.
APPROVED ROAD SUB -BASS MATERIAL
ROAD SUB-a4SE MATERIAL SHALL MEET
WSDOTIMWA STANDARD SPECIFICATION 1
9-03.14 GRAVEL BORROW OR APPROVED
EQUIVALENT. MATERIAL SHALL BE PLACED
AND COMPACTED TO 95X MOOInE0 PROCTOR
IN LIFTS NOT EXCEEDING Ir.
GENERAL NOTES
1. ALL CONSTRUCTION SHALL COWORM M THE ST,6DARd SPEOFICARMS
FOR ROAD, BRIDGE & MUNICIPAL CONSTRUCTION: AND STANDARD RA"
AS ADOPTED BY THE CITY OF EDMONDS� ANDANY REOUIREMENTS
ESTABLISHED AT CITY HEARINGS ON THIS PLARI
2. ALL CONSTRUC170H IS SWXCT TO 1w INSPEChON'BY THE CtTY OF
EDMONDS AND THE CONTRACTOR SHALL NOTIFY. THE CITY OF THEIR
SCHEDULE IN SUMCfENT TIME TO PERMIT INSPECIICN PRIOR TO AND
DURING THE "'ORK.
J. THE CONTRACTOR SHALL BE RESPONSIBLE FICIR tHE INSTALLATION OF
SIDE SMS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MAWERS
NTH THE LENGTH AND DEPTH OF THE LATERALS AND �IUS INSMM
ON THE MARKERS� AND PRIOR TO BACKFILLING.
4. ME CONTRACTOR SHALL N017FY THE CITY OF EbUONDS DEPARTMENT OF
PUBLIC -WORKS IN TIME TO PERMIT INSPEC77ON OF THE WE SEHERS
PRIOR TO BACKFILLING.
5. UPON CMRE170N OF THE 9TE IMPROVEMENTS AND UNDEROROUND
UTU17M THE CONTRACTOR THROUGH HIS CONSULTING ENGINEER
SHALL FURNISH AN AS-BUtLT PLAN TO THE CITY OF EDMONDS *NCH
INDICATED THE LOCATION OF ALL SITE IMPROVEMENTS INCLUDING SIDE
SE)" LATERALS OR TEES; WATER LINES OR OTHER
INFORMATION.
6. UNDERGROUND WRING REQUIRED NTH STREET LIGHTING.
7 WATER SERVICE NTH METER BOX AND CURB STOP REOUIRED MR EACH
LOT.
8. THE CONWCIOR SHALL ARRANGE F'OR AND MAKE AIR TESTS OF
SANITARY SEOER AND SEWER CONNECTIONS UNDER THE SUPERWSW OF
THE CITY ENONEER OR HIS DE90NATED REPRESENTATIVE- LATERALS
TO BE 60 CONCRETE PtPE, OR AVC. CONFORMING TO SOR 3034
STANDARDS
9. EYISTING UNDOMOUND FACIUMS HAVE BEEN �HOIW ON THIS
DRAWNG FOR THE PURPOSE OF ASSIS17NG THE CONTRACTOR IN
LOCATING. SAID FACIIJIIES IN M FIELD. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE FED AND
CHECKING.WTH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND
FACILITIES NIHIN THE PRaJECT LIMITS THE CONTRACTOR SHALL BE
SaaY REVOWLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES
RESULTING FROM HIS OMA77LVM
10 A COPY OF THESE APPROVED PLANS AWT BE �N JOB SM
NIENEVER CONSTRUCTION IS IN PROGRESS.
11. IT SHALL, BE ME RESPONSIBIUTY OF' THE CONTRACTOR TO =W,
FLUSH, DISINFECT WHERE' APPUCABEE AND OBTAIN SATISFACTORY
APPROVAL FROM THE cir( OF mvws RroARDYNo m cuALtiy AM
INTEGRITY OF EAlSTINO WATER LINM SANITARY SENS LN& STORM
LIN& RM170M SYSTEM, M VAITTEN ACCEPTANCE BY THE CfTY OF
THESE PROCEDURES MUST BE TRANSUITTED TO THE DESIGN ENWER,
12- ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE NN
WS.D.O.TIARWA. STANDARD SPECIFTCA17ONS OR AS DWCtD BY
THE CITY OF EDMONDS.
1J. ALL LOCATIONS OF ErsTING untiVES gfowv AA+ APPROMAIT' AM
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR - M VVWY THE
EXACT LOCATIONS TO AVOID DAMAGE OR O(STURVANCE.'
14. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL NOT BE
ADJUSTED UNTIL IMMEDIATELY PRfOR TO PAYING. 1
t5. THE TEVPORARY EROSIONISEDIUMTATICIN CONTROL. FACfUTY SHALL W
CONSTRUCTED PRIOR M ANY GRAD(NG OR EXTENSIVE LAND CLEARING IN
ACCORDANCE NTH THE APPROVED TEMPORARY EROSION1=1MENTATION
CONTROL PLAN. 1HESE FACAJ77ES MUST BE SA17SFACMMLY
MAINTAINED UNIX CONSTRUCTION 5 COMPLEIEDiAND THE POMV11AL
FOR IN SITE MSCIN HAS PASSED.
16. ALL REOUIRED STORM WATER RETENTION/DMlilN FAcjul?ES Misr
BE CONSTRUCTED AND IN OPERA77ON PRIOR TO ANY PAWNG UNLESS
On-ERWSE APPROVED BY THE OEPARTMENT OF PUBLIC, WORKS.
17 DRAINAGE STRUCI'URES NOT ON PUBEIC R!GHTS-�-WA SHALL HAVt
LOCKING LIDS.
18. ALL DISTURBED SURFACES SHALL BE SEEDED Wil TOU HARDY, FAST
GROWNG GRASS UNLESS LANDSCAPINGIIEROSION,CON7ROL. A(EASURES ARE
19. UNLESS 0174ERWSE NOTED ALL STORM DRAINAGE: PIPING 81, 12-, 18-.
24' & 36' INCLUDING OM77ON WE WLL BE 1,6 GAUGE GALVANIZED
STEEL AND SHALL USE TREATMENT 1.
20 GRASS SEEDWG MLL BE DONE USING AN APPROVED TYPE HYDRO -
SEEDER, OR AS OTHERNSE APPROVED BY THE CITY OF EDMONDS
DEPARTMENT OF PUBUC WORKS THE PEpFoRAiANcr a" WU NVOT BE -
RELEASED UNTIL THE GRASS IS ESTAR)SHED UNLESS OMNSE
APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WOM
21. PIPING SPECtRCA17ONS AS NOTED.
22. ALL STEEL PARTS MLL BE GALVANIZED AND NTH TREATMENT /I
(ASPHALT COATED).
2J ALL WORK AND MATERIALS FOR INSTALLATION AND CONSTRUCTION OF
SEViER, WATER, AND UNDERGROUND POWR SHALL CONFORM TO
STANDARD SPECIFICATIONS FOR SUCH WORK IN ACCORDANCE NTH IW
CITY OF EDMONDS AND SNOHOMISH COUNTY P.U.D. NO. I STANDARDS
SEEDING Allk PROPOR77M PERCENT
URBAN APPLICAll By VMGHT Pmry
PERCENT
GERMA TION
KENTUCKY BLUEGRASS .30% 85X
Box
(BIRKA. BARON OR FYLKING)
CREEPING RED FESCUE (PENNLAW) 4ox 98X
9ox
PERENNIAL RYE (DERBY OR PENNANT) Jot 95X
9ox
-SEEDING.- APPLY APPROPRIATE ARXTLRE TO THE PREPARED SEEDBED AT A RATE OF 120 lbs/ACM
COVER THE SEED NTH TOPSOIL OR MULCH NO DEEPER THAN 112 INCH.
p R I J'ED
G 328
REV 15 Ru 7-10-97 1
4%
�ON
R - 70WIN
404' QUARRY SPAUS
JTO
TEMPORARY CONSTRUCTION ENTRANCE
N.T&
1p
glow 0 A UVXC S 0 1 ws 'p,
0/
q um m
*Df— WATER
pp
POCKERY
3.5' WALK
EX SFF L 0
tT
F.F= .3 71, 7�3
LOT I
L T
FY. CARAC-f
tONC.
PAP
tt 'ft
N B8*6JT2j.!!I W I
17A anegs;ibum rj(ER4 00
T.E.S.C. NOTES
1. INSTALL TES.C. FACU77ES AS CONDf77ONS WARRANT OR AS DIRECTED
BY CITY OFEDUONDS INSPECTOR.
2 ESC MAMIR-REQUIREMENT - STABIUZA770M OF WOSED AREAS
ALL SOILS EXPOSED BY LAND DISTURBING AC77%471ES SHALL BE STABILIZED
BY SUITABLE APPLICATION OF BMPSI INCLUDK BUT NOT LIMITED TO, SOD,
HYDROSEED(Na OR OTHER VEGETAIION, PLASTIC =MNG, OR MULCHING.
ALL. BYPS SHALL. BE SEUC7ED, DESIGNED, AND MAINTAINED IN ACCORDANCE
WIN THE MANUAL ME EXPOSED SOILS SHALL BE STABILIZED ACCORDING
TO AN APPROVED TIMETABLE.(TYPICAUY, NO SOILS SHALL REMAIN EXPOSED
FOR MORE THAN-M (2) DAYS FROM OCTOBER I THROUGH APRIL 30 AND NO
MORE THAN SM (7) DAYS FROM MAY I THROUGH SEPTEMBER 30).
2*x 4m DOUGLAS FIR OR
EQUAL 04- 0.C.(MAX)
FILTER FARRIC MATERIAL
POULTRY NETI?NG
3140 31le WASHED
GRA VEL OR PEA GRA VEL
F
LOW.
hMY GRADED OR.
DISTURBED SIDE SLOPE
FILTER FABRIC FENCE,
N. T.S.
(SEE DE
374
FILTER FABRIC
LOT
3
FENCE (TYP.)
GAPACE
SUMP BDW ROCK CHEI
0.25' MIN.
DAM SHALL, BE INSPECTEi
DAILY & CLEANED NHEN
COLLECTED DEBRIS EXCEZ
0 - N ROCK SHALL BE 4' WWS QUARRY
X ROCK 112 OF ITS DEPTH,
ROCK CHECK,�,"�,,NM X SECTION
. �g,-, -
SEDIA#jFNT TRAP
N. T. S.
4'WOOD FENCE ------ - -
�x
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8�::
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6' MOF—FEM
INSTALL SEDIMENT BARRIERS
(2 TYP.)
PIP
NE 114., SE 114., SEC.25, T.27N... R.M... W.M.
RELOCATE WATER METERS
AS PER APPROVED WATER PLAN
RLTER FABRIC
18'MIN (MOW WRE 9M)
kA GRA'0-
IP2 WMDEPTH
4
rl 0 r,3 Q n
WRE AIESH (POULTRY NEMNO)
CAXW BASIN W1 GRATE L FXTM WATER
SEDIMENT BARRIER
N.T.S.
/z// 220TH ST. SW.
—7—
"" WATER-
7-
7
7
EX. GARAGE
CONC
# L�320
PORARY
L CONS7RUCTl
ON ENIRANCE
0
ESM'T FOR INGRESS & EGRtSS 1�d I
THE WESTERLY 15 FEET,—' cp
OF THE SOUTH 125',,
OF THE NORTH 1555'
FILTER FABRIC C*
FENCE
EX. 6LOC. CA 00
OD OD
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70D FNC.
zo
6- WOOD FNC.
LOT 7
W. LINE kAT OP
BETHORIA TERRACE 12
EX. SFR GARAGE
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I TO BE., REMOVED-i
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011, - — — — — — — — — — — — — —
3- D rEI..VqE
LOT 3 LOT 4 LOT 5
LIQ
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LEGEND
r= CB STORM CATCH BASIN
9sDMH STORM DRAIN MANHOLE
A SANITARY SEWER MANHOLE
POWER POLE
GUY POLE
13 M, 4 WA TER METER
ll�w WATER VALVE
rJ FH FIRE HYDRANT
0375.2 SPOT ELEVA77ON
9 GAS LINE
WA TER LINE
POWER LINE
f1r, SEWER LINE
PROPERTY LINE
X X--X— FENCE LINE
/i�\ FND MONUMENTICASE
k!n9
FND MONUMENT
FILTER FABRIC FENCE
SEDIMENT TRAP
WAC M2-130-100
MTRUMFEWT USED : WILD TC - 1010
SURVEY PERIDRUED BY FIELD TRAVERSE
WAC 332-130-M
SURVEY STANDARD AS PER
WAC M2-130-090, PART (1) (C).
CONSTRUCTION SEQUENCE
1.) ARRANGE FOR AND ATTEND PRE-CONSTRUC77ON
MEE77NG WTH CITY & EDMONDS SITE INSPECTION,
771-0220.
2) CALL DIALDIG (U77U77ES UNDERGROUND LOCA77ON
CENTER) 1-800-424-5555.
J.) ERECT RLTER FABRIC FENCt, *SEDIMENT BARRIERS,
SEDIMENT MAPS, & CONSTRUC770H ENTRANCE.
4.) CLEAR AND GRUB SITE.
5.) ROUGH GRADE ROAD PER GRADING PLAN.
6.) INSTALL SANITARY 5SEM PER PLAN.
7.) INSTALL- OTHER UTILIVES� STOW DRAINAG&
DETENTION SYSTM POWER. TELEPHONE ETr_,
a) F7NAL GRADE AND. PAT.
9.) HYDROSEED, MULCH AND PLANT LANDSCAPE
10.) REMOVE THE REMAINING TEMPORARY EROSIONI
SEDIMENTATION CONTROL ONLY FTER SITE HAS
BEEN STABILIZED AND CITY OF EDMONDS 97E
DMOPMENT WSPtCT6k HAS APPRaVEO THE
REMOVAL.
11.) CLEAN UP STORY DRAINAGE SYSTEM.
GRADING 00ANTITIES:
CUT no cu Y&
Ru: ZOW CtLycfa
(GRADING QUANTITIES ARE ROUGH CALCULA77ONS
WHICH DO NOT ACCOUNT FOR SOIL SWLLING &
SHRINKAGE.)
""v
DATE: W A ) 2A
CITY ENGINEER
FERRY
DOCK,
t_z4,,FIrl .31. 3vY
-229
VICINITY AIAP
NOT TO SCALE
S W
SCALE: 1" = 30'
0 15 30 66
BASIS OF BEARING. EAST LINE PLAT OF PIA/Er AdRES
i
TOM SSUH OENTRANCE DOIVEOAY
AT RE CORNER LOT 2, BLK. 2�
AS -BUILT ELEV. W.
ISRTIC& DATUM
MEAN LOWER LOW WATER IE=364.95+8.06=373.01 ON TOP OF MH
NOT&
LOT 9 IS INCLUDED FOR PURPOSES OF CONVErNG LAW. LJT 9
IS FULLY DEVnOPED WTH IT'S 00 ACCESS AND DRAINAGE * I I
COWYANCE OF THE LAND MU NOT IMPACT ANY BUILDING .47
BACK REQUIREMENTS NOR WU IT INCREASE THE PERCENTAGt
OF DEVELOPED LAND.
CALL 48:HOURS
BEFORE YOU DIG
P R I N T 1-800-424-5555
JUL 2 4 19V/
INESTEIM4 �idlc'/EYOF�, 1%C.
UT/LITY CONFLICT NOTE:
CAU770N.-
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYINO THE LOCATION,
DIMEW10N, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON
THESE PLANS OR AM BY POTHOUNG THE U77LMES AND SURVEYM THE
HORrZONIAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. :
THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-SM AND THEN
POTHOUNG ALL OF THE EXISTING UTILITIES Ar LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICAUY VERIFY WHETHER OR NOT CONFUC7S.EXIST.
LOCATIONS OF SAO UTILITIES AS SHOWN ON THESE PLANS�ARE BASED UPON
THE UNVERIFIED PUBLIC INFORMATION AND APE SUBJECT TO VARIATION.
IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHAJ.L CONSULT WESTERN
SURVEYORS. INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDM WITH
CONSTRUCTION.
KV It OU t-3-97
SM ADDKM 9406 & 9332
5' WOOD FENCE 220TH ST. SW
REV. 02 SITE GRADING RLL - 6-12-97 EDMONDS, WA. 98020
m7fr Z;WF�NCE REV. 01 DETAILS RLL - 2-28-97 TAX - ACCOUNT NOS.- 25270,3-4-007-0002 25270.3-4-006-0003
REV. NO. DESCRIPTION INIVALS - DA TE 252403-4-009-0000 5442-002-002-0009 25270J-4-014-0003
. . . . ....... ... r.._--_EX. SFR.
GRADING _& T.E.S.C., PLAN
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OF PINE ACRES OT 9 Elm a y --- 7A,9-9;5nn APPLICANT CHARLIE NATHAN
& OVAER. 9792 EDMONDS WAY STk 2661
10' SEWLER ESM7 EDMONDS, WA., 98020
31244 (42-5) M-WO
NA LAND. USE CONSULTANTS OWN. fly ........ DAM PROXCT MANAM? LE
SCII
DD 77 CIVIL ENGINEERS LAND SURVEYOR RLL 11-13-96 T. L. QUALL Y ry 30,
EXPIRES 10 DE*VGNED DY F.B. NO. xe NO.
1 10' DRAINAGE ESM
13000 . HWY 99 SOUTH, EVERErr. WA.,98204. PAX (208)338-2708 328 96-068-Cl 1-arl-
R.B.NEHRING
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DECL4RATION OF SUBDIVISIONt DEDICATIONS,
COVENANTS AND CONDITIONS
KNOW ALL PERSONS BY THESE PRESEN7S.-
THAT WE, THE UNDERSIGNED, CHARLES R. AND LORINDA M. WARNER,
HUSBAND AND WIFE, CLARANCE DEARL AND CYNTHIA M. ROYCE, HUSBAND
AND KIFE, AND CHRISTOPHER L AND TONNIE H. WOLFE. HUSBAND AND MFE,
THE OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, AND GREAT
WESTERN BANK, A FEDERAL SAWNGS BANK DBA SIERRA wEsTMN MORTGAGE
COMPANY, AND WASHINGTON MUTUAL BANK. THE MORTGAGEES THEREOF,
HEREBY DECLARE,.PER ECDC 20.75.140B, THAT 7HIS SUBDIVISION IS -MADE
K17H OUR FREE CONSENT AND ACCORDING TO OUR DESIRES, AND DEDICATED
TO 774E USE OF THE PUBLIC FOREVER ALL STREETS, AVENUES, PLACES
AND SEWER EASEMENTS OR WHATEVER PUBLIC PROPERTY THERE IS SHOWN
ON THE PLAT, AND THE USE FOR ANY AND ALL PUBLIC PURPOSES NOT
INCONSISTENT WfTH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES.
ALSO, THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS
UPON LOTS, BLOCKS, TRACTS, ETC., SHO'VAV ON THIS PLAT IN THE
REASONABLE ORIGINAL GRADING OF ALL THE STREETS, AVENUES, PLACES,
ETC., SHOWN HEREON. ALSO, THE RIGHT TO DRAIN ALL STREETS OVER AND
ACROSS ANY LOT OR LOTS WHERE WATER MIGHT TAKE A NATURAL COURSE
AFTER THE STREET OR STREETS ARE GRADED.
FOLLOWING ORIGINAL REASONABLE GRADING OF ROADS AND WAYS HEREON,
NO DRAINAGE WATERS ON ANY LOT OR LOTS SHALL BE DIVERTED FROM THEIR
NATURAL COURSE SO AS TO DISCHARGE UPON ANY PUBLIC ROAD
RI * GLITS-OF-WAY TO HAMPER PROPER ROAD DRAINAGE. THE -OWNER OF ANY
LOT OR LOTS, PRIOR TO MAKING ANY ALTERA77ON IN THE DRAINAGE SYSTEM
AFTER THE RECORDING OIF 77-lE PLAT, MUST MAKE APPLICATION TO AND
RECEIVE APPROVAL FROM THE CITY ENGINEER AND THE CITY PLANNER FOR
SAID ALTERATION. ANY ENCLOSING OF DRAINAGE WATERS IN CULVERTS OR
DRAINS OR REROUTING THEREOF ACROSS ANY LOT AS MAY BE UNDERTAKEN
BY OR FOR THE OWNER OF ANY LOT SHALL BE DONE BY AND AT 7HE
EXPENSE OF SUCH OWNER.
1. "ALL LANDSCAPED AREAS IN PUBLIC RIGHTS -OF -WAY SHALL BE
MAINTAINED BY THE DEVELOPER OR HIS SUCCESSOR(S) AND MAY BE REDUCED
OR ELIMINATED IF DEEMED NECESSARY FOR OR DETRIMENTAL TO CITY ROAD
PURPOSES."
fl. "NO VEHICLE ACCESS TO LOT 1 IS PERMITTED TO CROSS LOT 2.-
1/1. 'SUBJECT TO THE CONDITIONS AND REQUIREMENTS FOUND IN. PLAT FXE
P-96-140 AND SAID FILE IS LOCATED IN THE OFFICES OF THE CITY OF
EDMONDSPLANNING DIVISION."
IV. "THE SETBACKS SHOWN ARE FOR REFERENCE ONLY AND VEST NO
RIGHT'- ACTUAL SETBACKS SHALL BE DETERMINED IN ACCORDANCE MTH
THE ORDINANCE IN EFFECT AT THE DATE A COMPLETED BUILDING PERMIT
APPLICATION IS TENDERED TO THE CITY OF EDMONDS."
V. EACH LOT OWNER WHICH TAKES ACCESS THERETO FROM THE
PRIVATE ACCESS EASEMENT (94TH PL. W) HAS THE RESPONSIBILITY FOR
MAINTENANCE, OPERATION, -REPAIR, ANDIOR RECONSTRUCTION, AS INTENDED
IN THIS DECLARATION, APPLYING TO ALL NECESSARY MATERIALS AND LABOR
REQUIRED TO MAINTAIN A STABLE AND USABLE ROAD SURFACE FOR INGRESS
AND EGRESS OF SAID EASEMENT. THE COST OF SAID MAINTENANCE,
OPERATION AND REPAIR ANDIOR RECONSTRUCTION SHALL ALSO BE BORNE
EQUALLY AND JOINTLY BY THE OWNERS, THEIR HEIRS, SUCCESSORS, AND
ASSIGNEES, OF LOTS 1 THROUGH 8."
DECIAARA77ON OF SUBDIVISION,
COVENANTS AND CONDI77ONS
DEDICAHONS,
(CONMM)
W. THE PRIVATE ACCESS EASEMENT IS HEREBY SUBJECT TO A UTIL177ES
EASEMENT IN FAVOR OF THE GRANTOR OR HIS SUCCESSORS AND OF ANY
ELECTRIC, TELEPHONE, TELEWSION CABLE, GAS, WATER, OR SEWER COMPANY,
PUBLIC OR PRIVATE, OR THEIR PERMITTEES OR ASSIGNS, TO INSTALL,
CONSTRUCT, OPERATE, MAINTAIN, ALTER AND REPAIR THEIR RESPECTIVE
PRIMARY DISTRIBUT70N FACIL177ES AND NECESSARY APPURTENANCES
TOGETHER MTH THE RIGHT OF INGRESS AND EGRESS FOR SAID PURPOSES.
W1. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ANY CITY,
ANY POWER COMPANY, ANY GAS COMPANY, ANY TELEPHONE COMPANY, ANY
CABLE. COMPANY AND OTHER UTILITIES, AND THEIR RESPECTIVE SUCCESSORS
AND ASSIGNS, UNDER AND UPON THE EX7ERIOR TEN (10) FEET OF ALL LOTS
AND TRACTS, PARALLEL WITH AND ADJOINING EXISTING OR PROPOSED ACCESS
RIGHTS —OF —WAY AND TRACTS (BOTH PRIVATE AND PUBLIC), AS WELL AS AN
EA'�EMENT MTHIN ALL PRIVATE ROADS, TRACTS AND DRIVES, IN WHICH TO
INSTALL, LAY, CONSTRUCT RENEW, OPERATE AND MAINTAIN UNDERGROUND
DISTRIBUTION SYSTEMS MTH NECESSARY FACILITIES AND OTHER EQUIPMENT
FOR THE PURPOSE OF SERVING THIS SUBDIVISION, AND O77-lER PROPERTY,
Wf7H UTILITY SERVICES TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS
AT ALL TIMES FOR THE PURPOSES HEREIN STATED. ALSO, ALL LOTS SHALL
BE SUBJECT TO AN EASEMENT 2.5 (TWO AND ONE HALF) FEET IN MDTH,
FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL INTERIOR LOT LINES
LOT LINES FOR THE PURPOSES OF UTILITIES AND DRAINAGE, UNLESS
OTHERMSE SPECIFIED.
NO LINES OR WfRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR
FOR TELEPHONE USE, CABLE TELEWSION, FIRE OR PUBLIC SIGNALS, OR FOR
OTHER PURPOSES, SHALL BE PLACED ON ANY LOT UNLESS THE SAME SHALL
BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING.
W11. DRAINAGE EASEMENTS DESIGNATED ON THE PLAT ARE HERBY RESERVED
FOR AND GRANTED TO THE ONWERS OF LOTS 1 THROUGH 8. EACH LOT
OWNER HAS AN UNDIVIDED 118TH INTEREST IN AND RESPONSIBILITY FOR
MAINTENANCE, REPAIR AND REPLACEMENT OF THE DRAINAGE SYSTEM. THE
COST OF SAID MAINTENANCE , OPERATION AND REPAIR ANDIOR
RECONSTRUCT70N SHALL ALSO BE BORNE EQUALLY AND JOINTLY BY THE
OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNEES, OF LOTS 1 THROUGH 8.
TOGETHER WITH AN EMERGENCY MAINTENANCE EASEMENT GRANTED AND
CONVEYED TO THE CITY OF EDMONDS, VW774 THE RIGHT OF INGRESS AND
EGRESS, AND THE RIGHT TO EXCAVATE, CONSTRUc- OPERATE, MAINTAIN,
REPAIR ANDIOR REBUILD AN ENCLOSED OR OPEN CHANNEL STORM WATER
CONVEYANCE SYSTEM ANDIOR OTHER DRAINAGE FACILITIES, UNDER, UPON
OR THROUGH THE DRAINAGE EASEMENTS.
/X THE OWNERS AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT
OKWERSHIP INTEREST IN THESELANDS, 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 INJUNC77VE 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 SYS7EM, AND HEREBY WAIVE AND RELEASE
THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES,
EXCLUDING DAMAGE CAUSED SOLELY BY AN ACT OF OMISSION OF SAID
Cll`)� AND INJUNCTIVE RELIEF WHICH 7HE OWNERS, OR THEIR SUCCESSORS
OR ASSIGNS, MAY THEMSELVES HAVE NOW OR IN THE FUTURE BY REASON
OF THE CONSTRUC77ON, MAINTENANCE AND OPERATION OF SAID DRAINAGE
SYSTEM.
SURVEYOR'S CERTIRCATE
I HEREBY CER77FY THAT THE PLAT -OF BELLA PLACE IS BASED
UPON AN ACTUAL SURVEY AND SUBDIWSION OF SEC77ON 25, TOWNSHIP 27,
RANGE 3 EAST, WM., AS REQUIRED By STATE STATUTES, THAT THE
DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; THAT
THE MONUMENTS SHALL BE SET AND LOT AND BLOCK CORNERS SHALL BE
STAKED CORRECTLY ON `I`HE GROUND, THAT I FULLY COMPLIED MTH THE
PROWSIONS OF THE STATE AND LOCAL STA7UTES AND REGULATIONS
GOVERNING PLATUNG.
0
%VRNE77q L LONG, PES
REGISTERED PROFESSIONAL LAND IURVEYOR
REGISTRATION NO. 16916
-71
DA TE
IN ACCORDANCL� WITH Rcw 58-08.040,
ANY PERSON RECORDING A PLAT AFTEIL
T-REASURER'S CERTMICATE MAY 31st IMUST PAY zDyAj,�CE TAy
FOR THE NEXT.YEAR. E$
I HEREBY CERTIFY 7HAT ALL STATE AND COUNTY TAXES HERETOFORE
LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN. ACCORDING TO THE
BOOKS AND RECORDS OF MY OFFICE, HAVE BEEN FULLY PAID AND
DISCHARGED, INCLUDING TAXES. 51007',116-,1977
BOB DAN 77NI
TREASURER, SNOHOMISH COUNTY
By- 7—A&,,le v?-r2) 5epr /9.9 ;:p
DEPUTY TREASUREjf, SNO140MISH COUNTY DATE
13 Y,
DEPUTY TREASURER, SNOHOMISH COUNTY
AUDITOROS CERTIFICATE
Foll-IT
FILED FOR RECORD AT THE REQUEST OF KENNETH L. LONG, THIS joe*+% DAY OF
5LQf ZoMhtoe - , 1997, AT___j�5__ MINUTES PAST - M., AND
RECORDED IN VOLUME __ OF PLA TS, PAGES - --- THROUGH
------ — , RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
BOB 7ERKILLIGER p 1� *I'* �l " - 1 ' D
AUDITOR, SNOHOMISH COUNTY
B Y.- IA A A i j0A L
-a WAX 4 L
DEPUTY TY AUDITOR Ak,'E,5,TE;ilJ S-'_111VFYORS, 1NIC.
A.F. NO. Qu7wl-q
P*t A T 0 F man " E L L A in wn" L A C E
NE 114 SE 114., SEC-25, T.27N
R. 3E, W. M.
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 * PH. (425) 356-2700 * FAX. (425)356-2703
P-96-140 96-058-C I OF 6
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PLAT OF BEMLA PLACE NOn P=96=140
CITy OF EDMONDS, SNOHOMrSff COUNTY
WASHINGTON
9
DECLARATION OF SUBDIV[SION, DEDICATIONS,
COVENANTS . AND CONDITZONS (COMMW)
X SUBJECT To EASEMENT AND COND177ONS FOR INGRESS, EGRESS AND
U71LI77ES RECORDED UNDER AUDITOR'S FILE NO.'S 979863 AND 1946697.
X1. SUBJECT TO EASEMENT AND CONDITIONS FOR INGRESS, EGRESS,
MAINTENANCE AND LOCATION OF UTILITIES RECORDED UNDER AUDITOR'S
FILE NO. 1104350.
Yi/. SUBJECT To EASEMENT AND CON017IONS FOR INGRESS, EGRESS,
MAINTENANCE AND LOCA77ON OF UTILITIES RECORDED UNDER AUDITORS
FILE NO. 1104351.
)�111. SUBJECT TO EASEMENT AND CONDITIONS.FOR SANITARY ANDIOR STORM
SEWER LINE RECORDED UNDER AUDITOR'S FILE NO. 1982429.
)OV. SUBJECT TO EASEMENT AND COND177ONS FOR ELECTRIC TRANSMISSION
AND DISTRIBU71ON LINE AND APPURTENANCES THERETO RECORDED -UNDER
AUDITOR'S FILE NO. 8208040194.
XV. SUBJECT To EASEMENT AND CONDITIONS FOR UNDERGROUND ELECTRIC
TRANSMISSION AND DISTRIBUTION LINE RECORDED UNDER AUDITOR'S FILE
NO. 820804019Z
XW. SU13JECT To EASEMENT AND CONDITIONS FOR ELECTRIC TRANSMISSION
AND DISTRIBU77ON LINES AND APPURTENANCES THERETO RECORDED UNDER
AUDITOR'S FILE NO. 8312070176.
XW[; SUBJECT TO RESERVATIONS ANDIOR EXCEPTIONS FROM SNOHOMISH
COUNTY TREASURER RECORDED UNDER AUDITOR'S FILE NO. 793011.
XV711. SUBJECT TO TERMS AND CONDITIONS FOR COMMON DRIVEWAY MAINTENANCE
AGREEMENT THEREOF RECORDED UNDER AUDITOR'S FILE NO. 909180456.
JXX. SUBJECT TO COVENANTS� CONDITIONS, RESTRICTIONS, RIGHTS AND
EASEMENTS CONTAINED IN BOUNDARY LINE ADJUSTMENT LL-96-18 AND
AP-96-51 RECORDED UNDER AUDITOR'S FILE NO. 9607180381.
XX SUBJECT TO TERMS AND CONDITIONS OF SAN I TARY SEWER EASEMENT
RECORDED UNDER AUDITOR'S FILE NO. 8204280207.
Xv. SUBJECT To EASEMENT AND CONDITIONS FOR UNDERGROUND ELECTRIC
FACILITIES RECORDED UNDER AUDITOR'S FILE NO. 9212060197.
MI. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RIGHTS AND
EASEMENTS CONTAINED IN SHORT PLAT NUMBER 177(8-22) RECORDED UNDER
AUDITOR'S FILE NO. 8212130181.
Mit. SUBJECT TO POWER OF ATTORNEY IN THE NATURE OPA COVENANT
RECORDED- UNDER AUDITOR'S FILE NO. 8212270159.
DECLARATION OF SUBDIVISION, DEDICATIONS,
COVENANTS AND CONDnYONS (CONTDMn)
THESE COVENANTS AND CONDITIONS ARE FOR THE MUTUAL BENEFIT OF THE
GRANTORS AND HIS HEIRS, SUCCESSORS AND ASSIGNS AND ARE FOR THE
FURTHER PURPOSE OF COMPLIANCE WITH THE ORDINANCES AND REGULATIONS
OF THE CITY OF EDMONDS AND SUCH PERSONS ARE SPECIFICALLY GIVEN THE
RIGHT TO ENFORCE 774ESE RESTRIC77ONS AND RESERVA77ONS BY INJUNCTION
OR OTHER LAWFUL PROCEDURE AND TO RECOVER ANY DAMAGES RESULTING
FROM SUCH VIOLATIONS.
IN M77qESS WHEREOF, WE SET OUR HANDS AND SEALS THIS '9774-
DAY OF 152�_MM 199 7.
U"N� 111(tv IL
CHARLES R. WARNER LO NDA M. WARNER
UAX"c.s9L_LaAq1ormuL, &I T-I,:, m. ,
CLARANCE DEARL ROYCE, AKAU CYNTHIA M. ROYCE
C. DEARL ROYCE
zAe.'04'e— - - -
CHRISTOPHE�f- L. LF-E TONN�IEH. �WOLFE
a n. _lp
GREAT WEjyRN BANK, A FEDERAL SAVINGS
BANK D6A SIERRA WESTERN MORTGAGE
COMPANY
BY...
WASHING'r0rUTUAL BANK
WESTERN SURVEYORS INC., 13000 RFY 99 SOUTH, EVERETT, WA., 98204 * Py..L425) 356-2700 * FAX. (425
WCE PRESIDENT
77 TLE
AVP MANAGER
TI TLE
APPROVALS
SURVEY DATA, STREET LAYOUT, UTILITY DESIGN, ADEQUACY OF SEWAGE
DISPOSAL AND WATER SUPPLY HAVE BEEN EXAMINED AND APPROVED.
RECOMMENDED APPROVAL TO THE EDMONDS CITY COUNCIL THIS _Jr_tlJ__
'm —
DAY OF _.,jQP_r_ , 1997.
-~,Asdoj eon�&� . —
ENGINEER, CITY OF EDMONDS
EXAMINED AND FOUND TO BE IN CONFORMANCE WITH THE APPROVED
PRELIMINARY PLAT AND IT'S COND177ONS OF APPROVAL. RECOMMENDED
APPROVAL TO THE EDMONDS CITY COUNCIL THIS DAY OF
I, T. -It- /,— # 199Z
,or
00
CITY A 4NNER, CITY OF EDMONDS
THE EDMONDS CITY COUNCIL, MEETING IN REGULAR SESSION, APPROVED
THE PLAT OP BELLA PLACE ON THE --2-5-70.4- DAY OF
199 z
,!=;�/ )zo
MAYOR, CITY OF EDMONDS
A TTEST*
aed.
Cl TY CLERK
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NE 114p SE 114., SEC.259 T.27Ns R. 3E9 W.M.
g, EXPIRES: 5-1998
-- ---- -140 -058-C 2 OF 6
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ACEVOWLEDGMENTS
STATE OF WASHINGTON
COUNTY OF SNOHOMISH) Ss.
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CHARLES
R. WARNER AND LORINDA M. WARNER, HUSBAND AND WIFE, ARE THE
PERSONS WHO APPEARED BEFOR E ME, AND SAID PERSONS ACKNOWLEDGED
THAT THEY SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO BE THEIR
FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN
THIS INSTRUMENT
DA TED:
OFFICIAL SEAL
TERI L QUALLY
Notary Public
State of Washington]"
My CommbMw b" 12-29-20M
TERI L QUALLY
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTE0
MY APPOINTMENT EXPIRES.-.12-29-2000
STATE OF WASHINGTON )
COUNTY OF SNOHOMI . SH) Ss..
I CERTIFY 77-/AT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CLARANCE
DEARL ROYCE, AKA C. DEARL ROYCE AND CYNTHIA M. ROYCE, HUSBAND
AND WIFE, ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS
ACKNOWLEDGED 7HAT THEY SIGNED THIS INSTRUMENT, AND ACKNOKEDGED IT
TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES
MEN71ONED IN THIS INSTRUMENT
DA TED:q— 3 -ci -7
OFMI& SE&
TERI L QUALLY
Notary Public
State of Washington
- V
� - Lt&((
TERI L -QUALLY
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES. 12-29-2000
STATE OF WASHINGTON ) ) Ss.
COUNTY OF SNOHOMISH)
I CER77FY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CHRISTOPHER
L. WOLFE AND TONNIE H. WOLFE, HUSBAND AND WIFE, ARE THE PERSONS
WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY
SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO BE THEIR FREE AND
VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THIS
INSTRUMENT
DA TED: -7
TERI L. QUALLY /r
OFFICIAL SEAL
TERI L QUALLY
Notary Public
State of Washington
MY COMMUN EVIMS 12-2RM
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES: 12-29-2000
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98904._,* PH.- (425) 356-2700 * FAX. (4252356-2708
ACKNOWLEDGMENTS (comww)
STATE OF WASHINGTON )
SS.
COUNT-Y OF SNOHOMISH)
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE 7HAT
CRAIG BRAND IS THE PERSON WHO APPEARED . BEFORE ME, AND
SAID PERSON ACKNOWLEDGED THAT HE SIGNED 7H/S INSTRUMENT
ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE
INSTRUMENT AND ACKNOWLEDGED IT AS THE WCE PRESIDENT OF
GREAT WESTERN BANK, A FEDERAL SAWNGS BANK, DBA SIERRA
WESTERN MORTGAGE COMPANY, TO BE THE FREE AND VOLUNTARY
ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN
THIS INSTRUMENT
DATED: I? -q -'?'7
OFFICIAL SEAL
TERI L. QUALLY
Notary Public
State of Washington
My CommUm E*ras 12-29-2000
k7�
TERI L QUAILLY
NOTARY PUBLIC IN AND: -FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES. 12-29-2000
STATE OF WASHINGTON ) ) Ss.
COUNTY OF SNOHOMISH)
I CER77FY THAT I KNOW OR HAVE SA77SFACTORY EVIDENCE THAT-
GEOFFREY M. NESTER IS THE PERSON WHO APPEARED BEFORE ME, AND
SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE 774E INSTRUMENT AND
ACKNOWLEDGED IT AS THE AVP MANAGER OF WASHINGTON MUTUAL
BANK, A WASHINGTON CORPORA77ON TO BE THE FREE AND VOLUNTARY
ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THIS
INSTRUMENT.
DA TED:9 -3 -ri 7
OFFICIAL SEAL
TERI L QUALLY
Notary Public I
State of Washington
my CommiuM E*rn 12-22-20M
TERI L QUALLY
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES: 12-29-2000
6916 "L A or 0 am B L A PL AR CE
r. t.0 NE 114., SE 114, SEC-25, T.27N R.3E., W.M.
5-25-1998
P-96-140 96-058-C 3 OF 6
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PLAT OF BELLA PLACE NO. P=96=140
NE 1141 SE lZ4,9 SEC.25o T.27N, R.3E., W.M.
CITY OF EDMONDS, SNOHOMISH C6—UXTr,—WHLYGT0N`—
LEGAL DESCRIPTION
PARCEL 1:
PARCEL
THE SOU774 815 FEET OF 714E NORTH 235.5. FEET OF THE WEST THREE TENTHS OF THE
NORTHEAST QUARTER OF THE NOR774EAST QUARTER OF 714E SOUTHEAST QUARTER OF
SEC7101V 25, TOIWSHIP 27 NORTH, RANGE 3 EAST, WM., IN SNOHOMISH COUNTY, WASHINGTON
SITUATE IN THE COUNTY OF SNOHOMISR STATE OF WASHINGTON.
PARCEL B.,
AN EASOWENT ACROSS THE WESTERLY 15 FEET OF THE SOUTH 120 FEET OF THE NORTH 150 FEET
OF THE KEST J110THS OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER FOR PURPOSES OF INGRESS AND EGRESS.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL 2:
THE SOUTH 9Z50 FEET OF 714E NORTH 445 FEET OF THE MST 774REE 7EN7HS OF. 774E
NORTHEAST QUARM? OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SEC71ON 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.. IN SVOHOMISH COUNTY, WASI-flNGTON,
EXCEPT ANY PORRON THEREOF LYING W17HIN THE PLAT OF BE7HORIA TERRACE NO. Z -
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS, PAGE 95, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL B.,
AN EASE]WENT FOR INGRESS AND EGRESS OVER THE WESMXY 15 FEET OF THE NORTH 245 FEET
OF THE NOR7HEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOU7HE4ST QUARTER OF
SAID SECROM 25;
EXCEPT THE NOIR714 30 FEET THEREOF FOR 220TH STREET SOUTHWEST; AND
TOGETHER WTH AN EASEMENT FOR INGRESS; EGRESS AND THE INSTALLA710N, OPERA77ON AND
MAINTENANCE OF U77U77ES OVER, UNDER, ACROSS, THROUGH AND UPON THE WEST 20 FEET OF
THE HEREINABOVE DESCRIBED PARCEL 3.
A
774E SOUTH 10250 FEET OF THE NORTH 34Z50 FEET OF THE WEST THREE TEN7HS OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 25, 70MVSHIP 27 NORTH, RANGE 3 EAST. W.M., IN SNOHOMISH COUNTY, WASHINGTON;
EX(VT ANY POR77ON THEREOF �YING'WTHIN 'THE PLAT OF'8MORIA'TERRACE"NO. 2,
ACCORDING TO 774E PLAT THEREOF RECORDED IN WILUME 20 OF PLATS; PACE 95, RECORDS
OF SNOHOMW COUNTY, WASHINGTON,
ALSO, THAT POR71ON OF THE WEST THREE TENTHS OF THE NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SECTfON 25, TOWNSHIP 27 NOf?7H, RANGE 3 EAST, - W.M.,
IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 23a5 FEET SOUTH OF THE NORIHWEST CORNER OF ME WEST THREE
TEN774S MEASURED ALONG THE WESTERLY BOUNDARY THEREOF. -
THENCE SOUTH ALONG THE WESTERLY BOUNDARY, A DISTANCE OF 9.5 FEET,
THENCE DUE EAST TO THE EAST BOUNDARY OF SAID WEST THREE TENTHS AT A POINT 245 FEET
SOUTH OF THE NORTHEAST CORNER OF SAID WEST THREE TENTHS ON THE EAST BOUNDARY OF
SAID WEST THREE TENTHS�-
THENCE NORTH, ALONG SAID EAST BOUNDARY Z85 FEET. TO A POINT 235.5 FEET SOUTH OF THE
NORTHEAST CORNER OF THE WEST THREE TENTHS.
THENCE WESTERLY TO THE POINT OF BEGINNING PER CITY OF EDMONDS BOUNDARY LINE
ADJUSTIWENT RECORDED UNDER RECORDING NO. 9607180381;
. -.4. SITUATE IN THE COUNTY OF SNOHOMISK STATE OF WASHINGTON.
PARCEL B.-
AN EASEMENT FOR INGRESS AND EGRESS OVER THE WESTERLY 15 FEET OF THE NORTH 245 FEET
OF THE NOR7HEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOU7HEAST QUARTER OF
SAID SECTION 2A TOWNSHIP 27 NORTH, RANGE J EAST, WM.;
EXCEPT THE NORTH 30 FEET THEREOF FOR 220TH STREET SOUTHWEST,
AND fXCEPT THAT PORTION LYING WTHIN THE MAIN TRACT.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
WESTERN SURVEYORS hVC.. 13000 HWY 99
PARCEL 4:
LOT Z BLOCK Z PINE ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 13 OF PLAM PAGE 63, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE' OF WASHINGTON.
PARCEL 5:
THAT PORTION OF THE NORTHEAST QUARTER OF 774E NORTHEAST QUARTER OF
THE SOU7HE4ST QUARTER OF SEC71ON 25, TOWNSHIP 27 NORTH, RANGE J
EAST, WM., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS.
COMMENCING AT THE SOUTH14EST CORNER OF SAID SUBDIWSFON.-
THENCE SOUTH 88*18'59* EAST ALONG THE SOUTH LINE OF SAID
SUBDIWSION, A DISTANCE OF 196.25 FEET TO THE KEST LINE OF BETHORIA
TERRACE NO. Z ACCORDING TO 774E PLAT THEREOF RECORDED IN VOLUME 20
OF PLAT!� PAGE 95, RECORDS OF SNOHOMISH COUNTY;
THENCE NORIH 0*52'Jl* EAST ALONG THE WEST LINE OF SAID PLAT A
DISTANCE OF 141.50 FEET TO 774E TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTH 0-52'31- EAST, 77.00 FEET TO A POINT ON
THE SOUTH UNE OF THE NORTH 445 FEET OF SAID SUBDIWSION;
THENCE NORTH 88*1745* WEST PARALLEL W7H THE NOR714 LINE OF SAID
SUBDIW90N A DISTANCE OF 110.01 FEET,
THENCE SOUTH O-52-JI- WEST, 7ZOO FEET,
THENCE SOUTH 88GIZ45* EAST, 110.01 FEET TO THE TRUE POINT OF
BEGINNING.
(ALSO KNONN AS LOT 8 AS DELINEA70 ON SHORT PLAT NO. 177(8-82)
RECORDED UNDER RECORDING NO. 82121JO181, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.) .
TOGETHER VITH A QUARTER INTEREST IN THE FOLLOWING DESCRIBED PRIVATE
ROAD;
THAT POR77ON OF THE NORTHEAST QUARTER OF T74E NOR774EAST QUARTER OF
THE SOUTHEAST QUARIER OF SEC77ON 25, TOWNSHIP 27 NORTH, RANGE 3
EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS. -
COMMENCING A THE SOUTHWEST CORNER OF SAID SUBDIV190N,-
THENCE SOUTH 8818'59' EAST ALONG THE SOUTH LINE OF SAID
SUBDI14SION A DISTANCE OF 140.47 FEET TO THE TRUE POINT OF
BEGINNING;
7HENCE-CONTINUING- -SOUTH 88*1859*-E4ST, 49.53 FEET TO THE WEST
MARGIN OF 93RD PLACE WEST AND A POINT ON A CURVE AT W41CH POINT
THE RADIAL CENTER BEARS SOUTH 89*10"30n EAST, 131.60 FEET DISTANT,
JHENCE NORTHEASTERLY ALONG SAID 'KEST MARGIN OF 93RD PLACE KEST
'ON A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 13-09'08-,
AN ARC DISTANCE OF 30.21 FEET,
THENCE NORTH 86'18*59* WEST 51.54 FEET TO A POINT OF CURVATUR&-
THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT HAWNG A RADIUS OF
25.00 Fa� THROUGH A CENTRAL ANGLE OF 89'11'30-, AN ARC DISTANCE
OF 3a92 FEET TO A POINT OF TANGENCY,
THENCE NORTH 0-52-31- EAST, 86.88 FEET;
THENCE NORTH 88-W45- KEST, 30.00 FEET;
THENCE SOUTH 0-52-31- WEST, 30.00 FEET; -
THENCE NORTH 8817'45* WEST, 30.00 FEET;
THENCE SOUTH 0*52'Jl* WEST. 20.00 FEET; -
THENCE SOUTH 8817'45- EAST, 30.00 FEET;
THENCE SOUTH 0*52'31* WEST, 3ZJI FEET TO A POINT OF CURVATURE,
THENCE SOU7HEASTERLY ALONG A CURVE TO THE LEFT HAWNG A RADIUS OF
55.00 FEET, THROUGH A CENTRAL ANGLE OF 89'71'30", AN ARC DISTANCE
OF 85.62 FEET TO A POINT OF TANGENCY AND THE TRUE POINT OF
BEGINNING.
TOGETHO? 417H AN EASEMENT FOR INGRESS AND EGRESS AND FOR
INSTALLA710N, OPERA77ON AND MAINTENANCE OF U7IU71ES OVER. UNDER,
ACROn THROUGH AND UPON THE REMAINING 314 INTEREST IN THE ABOVE
DESCRIBED PRIVATE ROAD.
ld=
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. r ,
EVERETT, WA., 98204 * PH: (425) 356-2700 * FAX. (425)356-2708
TA
DETAIL OF PARCEL LOCATION
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PLAT OF BELLA PLACE NO. P=96=140
NE 114, SE 114, SEC.25., T.27N, R.U., W.M. LEGEND
NW COR., NE 114, SE 114 CITY OF EDMONDS, SNOH04WSH COUNM WASHINGTON 0 SET 518-x 24- REBARICAP W9 16916
220TH ST. SW. *EST 3/10THS PLAT AlON. SET CONCRETE NAIL MIH
N 88W'23" W NOT FN0. x FLASHER WSI 16916
L6 N 88*5248" W 30
440.00(C)(PA) 213,.69(C)(PA) 9&66(C) -------
u) 146.89(BT2) 371689(Ai) SET A10NUMENTICASE WSf 16916
r 95.34
12 /�' A ' FND. 47W CONC. MONICASE
71 IN 5' DIA. CONC.
91.86()W) ry FND. 3w BRASS DISK 0 FOUND REBAR11RON PIPE (I.P.)
EAST 114 CORNER
FND 4x 40 CONC. MON/ AdONICASE W1 -X- FOUNDMONUMENTICASE
Cl"4
np W1 INVERTED NAIL, 1.4' DOWN
CASE W1 BRASS BUTTON DOW 0.2'
I IL 10 (SEPTEMBER 1996) W4-4 FOUND SEC17ON 114 CORNER
DOW 1.3' (SEPIEWBEY 1996) N -* (y (SEPTEMBER 1996)
cm N
20' FOUND SEC17ON CORNER
4-i 0
-J 2511
W LINE PLAT OF
N 88W*23* W +
BETHORIA TERRACE NO. 2
3- MONUMENT NOT FOUND
195.15
%EST. W-4 U) CALCULATED
tu ld c',
�k L -
92.00(PA N 8874'160 W I -j v- U (U) MEASURED
92.01 194.88 :bj,
-- - J- cz (PC) PINECREST, VOL 13, PG. 55
z VT -2 7- W(C) -- ----------- el�q U)
I i� C4 BETHORIA TERRACE NO. Z VOL 20, Pa 95
Z A) 194.82 0 9 1 �el*
N 88W'23" W (SP) SHORT PLAT NO. 177(8-a2)
Ljor (PA) PINE ACRES, VOL 131 Pa 63
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-j PROPERTY LINE
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FND 3' BRASS DISK A&— 221ST ST. SW.
w N 89*37*320 E IN 5' DIA. CONC.
N 88*5323* 10:1 -�l 6 VT
N L8 MONICASE W1 pUNw
DOWN 0.4'
Lor (SEPTEMBER 1996)
c; tz FND. 5- DIA. CONC. AIONICASE
1 110.01 NO DISK, USED q OF 1-112-
-N�z I HOLE IN CENTER.
;N WW25- W (SEPTEMBER 1996)
'CL I , Ap . I
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OF PINE ACRES
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YONICASE M774 SE COR NE 11
NO MARK. USED HOLE NE 114, SE
0 MEASURED
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SE COR. PLAT OF PINE
ACRES ON SUBDIW90N LINE
%
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440. 00('C) 21&62(P)
-------- 655.62(CXPA) 655.17(PC) — -- — --
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FND. 1-112- I.P. W1 224TH ST. SW.
LEAD & TACK IN CASE, FND. 47W CONC. Al -ASE
N r
0/
1.2- DOW (SEPTFjWBER 1996) W 2- BRASS DISK W PUI�CH
* DOW (SEPTEMBER 1996)
0
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 * PH. (425) 356-2700 * FAX. L4252356-2708
N 1
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20.0(PC) 36431
SCAJ.E.- 1" = 100'
MEM sommosm
Imm BEEN= 6mmm�
0 50 100 200
MERIDIAN: PLAT OF PINE ACRES
VOL 13 OF PLATS, PG. 63, SNOHOMISH COUNTY, WA.
BASIS OF BMWGS. EAST LINE OF PLAT OF PINE ACRES
LWE TABLE
NO.
BEAR I NG
DISTANCE
Ll
S
88*56'27"
E
20.00
L2
N
00*26'270
E
7.85.
L3
N
00*14 '42"
E
9.50
L4
N
00*14'420
E
30.00
L5
N
00*50 '49"
E
28.48.
L6
N
88*53 '230
W
20.00
L7
S
00*27'020
W
35.00
L8 -
---S
89*32 '58-
E
30.00
L9
N
00*26'27"
E
76.81
M
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DIA. CONC. ICASE
DOW
ASS BUTTON, 0 6 # lb 16916 9
4#
AdBER 1996) - -----
MIRES: 5-25-1998
SE SECTION CORNEY
FND. 4'x4' CONC. MONICASE
W1 2- BRASS DISK W1 -K-
DO DOWN (SEMEWBER 1996)
A.F. NO. M Ll ',IWO 9
u v— — wo
NE 114s SE 114s SEC.25, T.27N, R.34--Xl
P-96-140 96-058—C- 5 OF 6
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21,3.69(C) 195.661f%l l9v - I- - -
195.96?h�i) 146.89(C)(872)
10' UTLITY EASSIENT ----------------- ----------------
91.8!Lc�
76,86 Ll L2 I
I
7-1-1 it
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r.. Pw 551 SF IN 50 DIA. CONC.
- I - 1 1 C4 C4 CS MONICASE W1 W
I SF'R.x
r a CITY OF EDMONos
C4
DOW 0.2'
RS-8 w
93 Z� IQ qp (SEPTEMBER 1996)
414 19
(w)" ESA17 FOR INGRESS & EGRESS
CK
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14' WEMLY 15' OF THE SOUTH
N 120' OF THE NORTH 150'
N OF NE V Lit ----- --------- --
061 _j, NE 114. SE I n4
04 L6 L7
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CARAGE
- - - - - - - - - s 88 �3 E 9&15(C) �Njw v; -m f:.
!71 .92.62
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0 SET 518'x 24- REBARICAP W9 16916
SET CONCRETE MAIL MIN
FLASHER W_q 16916
/-V-'\ SET STANDARD MONUMENTICASE
W *sl 16916
,YV A40NUAIENT NOT FOUND
0 FOUND REBAR,4RON PIPE (I.P.)
FOUND MONUMENTICASE
�m
1041,od FOUND SEC71ON 114 CORNFJ?
+ FOUND SECT10N CORNER
(C) CALCULATED
PLA T
MEASURED
(BT2) BETHORIA TERRACE NO. 2
(SP) SqORT PLAT NO. 177(8-82)
G GROSS AREA
N NET AREA
SF SQUARE FEET
PROPERTY LINE
FENCE LINE
zi L.._10' U17UTY EAMEN p
1 T-L.
r I I -
1 01 25'
16
10 U71UTY,Z
G-14,611 SF
4060 SF
2 N-8,030 SF
NOTE a�Ojl G* 96 SF oil L - - - - - - - - - - - - -
SF
EASEMENT FOR INGRESS; EGRESS, 000
DRAINAGE AND U71LI71ES OVER,
&I
UNDER, ACROSS AND UPON L ---*72.20-
94TH PL W (A PRIVA7E ROAD) - ---------- - --S 89'J3'JM3- E-- 0-9(w)
N 88W27" w
O(E)
Cd
I '(E)
SCALE. 50'
0 rl�o C4RACE :00
.5fl[Er, L
1 Imum REUBEN=
REM 111111111111m
1.0 41 ----------------- 0 25 50 100
s;1030 SF E:E �.
r", 4.2'(W)
L J BASIS OF BEARING: EAST LINE PLAT OF PINE ACRES
VOL 13 OF PLATS, PC. 63, SNOHOMISH COUNlY, WA.
'Cl
* ------- 7 Eli
-1.9(E)
4'N-R�f, FENCE,
C)
V
,�o 3
8,197 SF
C UR V DA TA:
W.
DELTA
RAD I US
LEIVTH
Cl
35.00
66.87
AC2
41 *50'590
35.00
25.56
CJ
"j"25*03'21'
35.00
15.31
C4
'32 '460
35.00
14.9.9
0
1`24 W #04
35.00
15.13
C6
25#19'49"
35.00
15.47
C7
.60*52'380
25.00
26.56
C8
89 * 11 '30'
25.00
J8 92(SP)
C9
'...89*11 '300
40.00
62:27(SP)
Clo
ii7�11' 89 * 11 'jo-
55.00
85.62(SP)
LW, DATA:
W. BEARING DISTANCE
Ll
N88*5323'
W
15.00
L2:'
N 88*5J23"
W
15.00
L&-
N 88 '53 '23"
W
45.52
L4
�N 00#14*42"
E
4J. 00
L5.
N 88 *5.3'2,3*
W
46.4J
L6
S 88 *5323"
E
30.52
L 7
S 88*53'2.30
E
15.00
L8
N,39*,36'13"
W
28.62
L 9
N 80*07'22"
E
10.82
L10
-S 88"53'2.3"
E
19.12
Lll
N 88*53'23*
W
40.00
L 12
N 00*26"27'
E
10.00
-L-t,3---N-00-126�27!-E---25-.,50-
L 14
N 00 '26 `2 7"
E
15.50
L 15
- N 69 # 19 '20"
E
J5. 00
L 16
N 49*50'560
E
25.00
WESTERN SURVEYORS INC., 13000 HWY 99 SO
2.31'Q .3 W1000 Pic.
�11 4 :;t- 5f 5 2. 1 `(E)
W
4352 SF 21 402 SF
6&00' 6425' 6&00 �z N 'N
tD
SHED 71 1 1 1 11
I
6 WOOD FENCe A
-11 Tl
91 S, H� L -------- J
L
65.02
312.12' El -
a 6&01 LID N 78' 'jam-
18y 17---_N WW2r :Wj
88 IN 13
fN
1.1 FENCE' 0. 4'. 6' W000 FENCE
F
(0 ffio
j-0 5FFf. CO
2 22�lf 2 4
T -----------
9
----------- AM4 SF
in' cnwp
I
I Mul /,�,
E. LINE
USI-IN 88W'25a W
-E -----------
OF PINE ACRES
30,
4
00
w
A
30#
N
4\1
I "z\
\\Ce
'Alzig /
J%% /iv
51.54(SP)
C9
Cla\
AC=S TO 93W PL W
�t (SEPTEMBER 1996)
FND 3* BRASS DISK
-4 --------- IN 5' DIA. CONC.
I MONICASE
EVERETT. WA.. 98204 * PH. (425) 356-2700 * FAX. (425)356-2708
NOTES:
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PAR71ES
W40SE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
UNNAMED THIRD PARTIES INTHOUT EXPRESS RECERTIFICA77ON BY THE LAND
SURVEYOR.
2.) BOUNDARY LINES SHOW AND CORNERS SET REPRESENT DEED LOCATIONS,
O�WERSHIPILINES MAY VARY. NO GUARANTEE OF OWERSHIP IS
EXPRESSED OR IMPUED.
J.) LOT 9 IS INCLUDED FOR PURPOSES OF CONVEYING LAND. LOT 9
IS FULLY DEVELOPED MTH IT'S OW ACCESS AND DRAINAGE.
CONVEYANCE OF THE LAND MLL NOT IMPACT ANY BUILDING SET
BACK REQUIREMENTS NOR *ILL IT INCREASE THE PERCENTAGE
OF DE'VELOPED AREA.
4.) BUILDING SETBA.q-Ks LINES ARE TYPICAL (TYP.)
FRONT YARD 25'(TYP.)
SIDE YARD Z5 (T-rp.)
BACK YARD 15'(TYP.)
FND 3" BRASS DISK
IN 5' D/A. CONC.
MONICASE W1 PUNCH
DONN 0. 4 *
(SEPTEMBER 1996)
FND Y BRASS DfSK
IN 5' DIA. CONC.
MONICASE WTH
NO MARK USED HOLE
0 MEASURED q
(SEPIUSER 1996)
so
Hp I
t., C.
Iftft lem 'Ift.0
I I UAft ArS
A.F. NO. u
m-PLA T---O-
9 - F-BELL A ---P - L A k 19 C
NE 114., SE 114., SEC.25., T.27N, R.3E, W.M.
P-96-140 96-058-C 6 OF 6
W�s
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