22021 94TH PL W.PDFiiiiiiiiiiii
9222
22021 94TH PL W
CITY OF EDMONDS
121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - fax (425) 771-0221
www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT
47C. IS913
May 4, 2015
MEMO TO:
Edmonds School District
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget Sound Energy
Fire District 1
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 been notified 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,
6V11;L0ffq"r.1 ;Y0
Linda Thomquist
Senior Permit Coordinator
City of Edmonds
Cc: file
Incorporated August 11, 1890
Sister City - Hekinan, Japan
Thornquist, Linda
From:
Sent:
To:
Subject:
Memo.pdf
Thank you,
nft__t�l
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 Thomquist
Senior Permit Coordinator
City ofEdmonds 425-771-022o ext. 1336
Our hours arefrom 8am to 4:30 Monday, Tuesday, Thursday and Friday. On Wednesdays
our permit counter closes at noon.
DATE: . April 23, 2015
TO: RUNTE JOSEPH & GLORIA
22022 94TH PL W
EDMONDS, WA 98020
RE: House address changes for Enhanced 911
Current address: 22022 94TH PL W Parcel: 00873100000500
Snohomish County will be implementing 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 f6r addressing buildings, which could result in delayed emerg ency
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:
22021 94TH PL W
The main purpose for this particular change 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. . I
In order to be prepared for the upcoming upgrade to the E911 system, we anticipate that this address ' change
will need to take e * ffect 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
PROJECT REVIEW CHECKLIST
CNS5 QC_
PROJECT NAME: PLAN CHECK #:q3
PROJECT ADDRESS: 0) L Lk) RECEIPT DATE:- 12��lq _�
WE
IREVIE D BY; (Fnitial/Date)
I PLAN. WATER
COMMENTS. FIRE R___ . -
Setbacks/Variance/Setback Adjustment
.........
2
Conditional Use Permit
ADB Requirements
Other Zoning Requirements
3
Underground Wiring Required
4
-5
Lot Slope 15%
6
SEPA Environmental Checklist/Hydraulics Permit
Tree Cutting Plan
7
8
Plat/Subdivision Requirements 1) 6 -
. . . . . . . . . . . . . . . ----- -------
Legal Description Verification
. ....
9
. M
...........
I 'o,
Quit Claim/Street Dedications
11 .
Easements - Public/Private
....... ....
12
Engineering Storm Drain Review Fee 30
. . . . . . . . . . . . . . . .
13.
Engineering Fee 30
_2,21rispection
4
Drainage lin (On -Site) 99b- Vf o
A6
Setback - Top of Bank, Stream, Water Courses
16
Setback - Storm Drain Line
17
Open Ditch - Existing IvO
18
Culvert Required
19
Culvert Size
r
Shoulder Drainage/Shale Open Runoff
-- ---- . .. .................
...........
21
Catch Basin Required
Driveway Slope & Vehicle Access
- - - - - -
Sidewalk Required
Curb & Gutter Required
X-24-,
Curb Cut For Driveway Required
I AVY
7iC
Street Paving Required
-Required
..........
X, ........... . . . . . . . . . . .
2
Right -Of -Way Construction Permit
.
Street Name Sign Required
Other Signing Required
I . . . . . . . . . . .
. . . . . . . . . . . . .
30
Bond Required For Public Improvements
.... . .
FJEMA-Map Check/Water Table
32
------
Side Sewer Availability
----
33
r\
Calculate Sewer Connection Fee If No Lt���5
34
35
86:
Create Street File
......... --- 11, . I ...........
..... . . . . . . . .
Existing Water Main Size
Water Meter Size Z-1 K-,
37
Service Line Size 4
A /1�7)
............
...........................
. . . . . . . .
38:1
Water Meter Charge Requirede: �c-
Hydrant Required
Hydrant Size Existing
.40
41
. . . . . .
Fire Line Charge Required - Sprinkler
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
42
Street Cut
43
Miscellaneous
Reviewed By:
FIRE
PLANNING
ENGINEERING
PU 9RI M07
PUBUG \NofjK3 DEPI
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
31
32
13
PAID $ RECEIPT # DATE
33
SS PERMIT # DATE ISSUED RE.CEIPT #
14-
PAID $ RECEIPT # DATE
34
15
35
16
36
17
37
METER SIZE PAID DATE RECEIPT #
18
38
19
39
20
40
NAME- Ov 5�� :r_j C, -
PLANNING DATA
P612
SITE ADDRESS: Uo�l DATE: 71-71-11
ZONING: 4�4 PLAN CHK#:- 3
PROJECT DESCRIPTION: .5F- e
CORNER LOT /t/O (Yes/No) FLAG LOT. V" e, (. — (Yes/No)
SETBACKS: Ltpviwt. AjvzJ4
Required Setbacks- 1 /11 07
Front:!%W�z4eft Side: -7 Right Side: '7 Rear: 14�!
Actual Setbacks:
Front- �15 LeftSide: V)2- RightSide: 811-Rear:
Street map checked for additional setback required? (Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
S*
LOT COVERAGE: or4 X
Maximum Allowed: Actual:
B UILDING HEIGHT: -z'5 /' '2'Ll / 1� ly
Maximum Allowed: Actual Height:
Datum Point: lnolvol� C'1t4L_ —Datum Elevation: (0d
A.D.U. CREATED?:
11-21
SUBDIVISION:
CRITICAL AREAS
SEPA DETERMINATION:
LOT AREA: S, z 9 2- jW
OTHER:
Plan Review By:-
5yr,"
cAfi1rs\p,crmitX^p1andaLdoc
7 S U N 1 5.: 4 0 KAPPL-ER ASS -r E
7j 0 C I A S ARCHI P..
F
SEE APPROVED FLAT MAP
FOR DRAINAGE AND
ERROSION CONTROL
L
4%IA
ACCEPTABLE TIGHTLINE 0 0 1997
N-1 2 ADS NOV 1
Sch 40 PVC
SDR 35 (ASTM D303
cko
7 8653'23'W 4 . 000'
000,
EXCAVATION AND GRADING
..AF.FROX.
50. re 2
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-z-'E�<CA\X4TlQN FbR! FOUND. ------
25
L 5' 2 61. Y T 0 5 E
L D. ELEV.cl
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OVF-R' L:OT, F0,R,F.lNl,5HED GRADE
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:;-:'-A�- 100" 7719
/,VIV De /Z-/'/
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126".
DATUM POINT�
:MONU - tl 5 N" T Z
CA 5- E,.:
\V
F-LEV.=101'
E L E V. 102'
LOT 6
0 2
RAINIER RIDGE
L----
J.
15' 565L
4N
14 t -74-7
-23
6rpo2,
RA7lNAG!E/AllD EXCAVATION JOB 0., sle>46
FLAN
DATE: 10-II/S
C�oolvl�10N, BEL A L
ibil:-
TREET AP00it6'6
WT AREA.: �b-t'449F Aav
pler .4ssociate
f%AN!-. R�,I�Nlrzg j3llpGt Architects
WtR - NATHAN CONSTRUCTION
'12
�HCNE'- --111- 10 13400 Northup Way �oot. #33
Bellevue, Wa. 98DO5
tol 206-04L-5320
�EGAL C15CRIPTION: tax 208-041-5318
SUN 1 5.: 40 KAPPL-ER ASSOC I AT'ES ARCH 1 P.—OZ5
SEE APPROVED F1 4T M,4f=
FOR DR,41N,4GE ANE)
N CONTfRO�
ERROSIO
0 A4 A r/7�kl
NOV 10 1997
()7-
56531231W 40.0
Y7-
A
E -AVATION AND GRADING
Xf—
EL.EV.a 102
25' B55L-
EXCAVATION FOR FOUNr A r
A 5'2 TO BE
:-..Epw �-- ELEV.1;1-5�0
BACK.. FILL.EP -�NO.D.15FVRSED
OVFIR tOT FOR.FINI.$kED GfRADE
----- --- P%
A 100'
AVERACzE GFRA,69 4:161.215.1-
UA 2ro.00
MAX- .1 -j
C4
f?.ATUM POINT-410 p
Z
\V— .1
�W- 2
10
ELEV.=101'
ELEV,z I
LOT 5
RAMER RIDGE
q
E (05.02,
1 A
DRAINAGE AI�D =EXCAVATION JOE3 S1040
,:,SITE, FLAN"
DATE 10.021/91
SCALE: 1':20'
SODIVISION ,.BELLA PLACE
)REET ADDR`E�S'
�OT AREA--..
5-544 5F irappler .4ssociafe.s'
RAINIER RVGE Architects
-N,4T�4A4 r-ONST&Ur-TION
'.�HCNE: 111-1270 13400 Northup Way East, #33
Bellevue. We. 9SP05
JAX
tel 206-041-5320
LEGAL DE5CRIPTION: (at 906-641-531a
ER ASSOCIAY
7- IM':259 KAPF=,L- e:s
rn
(j
j (07.
r —
---------- --
P,
NOV 10
5
r:LtY.- 102
"'- — — — -; — — --k— -/
LU
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LOT 5
RAMER RIDGE
L L
op
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J05 t. 7040
DATE: 10/457
qgpler AssoO�otes:-.
Architeetb
13400 Northa Way East, #33
Bellevue, Va. %8003
tol 206-041-5320
tax 208-641-5316
x
USE:-.
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""OF EDMONDS
`TERMIT-AP JOB
"�?.CQOSTRUCTION PLICATIOW.
ADDRESS
q
i OWNER NAMONAMIE OF BUSINES&
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q * j - MAILING ADDRESS Wo R 294,
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;PUBLIC RIGHT OFWAY PEA OFFICIAL STREET MAP . I
RW Permit Re
,ZIP quired
NUMBER -
CI TY EXISTIN6 :1�66REDDEDICATIC)N: Street We Poirriit'Recf& EY
Inspection R"uited
Cr.
Sq
PROPO 3o ewalk Required
�7_
- L W. 1i I
'!!-,,LINE SIZE
TtMET RSIZE:' - ' I 'I NO. OF FIJURES I PFIV REQUIRED
No
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ENGINEtFIING M 0 DATED REVIEWED BY
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EX D� ED ALLOW111P a )SED
'COMPLETE EMPT ALLOWE 1PROPOS jPR PC/
OL
T�
EXP
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LOT COVERAGE REQUIRED SE T.) -PROPOSED:SETBACKS.(�T.)t
ALLOWED. PROPOSED FRONT, SIDE RFAR PFtN1T,�`jJRSjDF REAR. 6
it
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RSUAAKS�
NEW: PLUMBINGfMECH.
PL_RESIDENTIAL
-COMPLIANCE OR
ADDITION. COMMER61AL CHANGE OF USE
APT�,B*LDG. EJ
REK�C___ BMW. OCCUP
HECKED-BY. �PE
Ej FENCE- ITy �OF:CONSTI)UCTION�... CODW
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SPECIAL INSPECTOR OCCUPANT�-
:WOODSTOVE.
D M S S /SPA LOAD
g OLI H �,N ERT: J-10TTLIB REQUIRED
'GARAGE
_!NG.WALLJ.
�FMARKS
it N
cARPORT' OC!TRY E]' E EWAI�� 0
PROGRESS INSPECTIONSTER URC 108... z
p LAIN...
�TYFE OF,USE.1,BUSINESS-OR,ACTIVITY) EXP
W,
NUMBE f6F CFIITICAL� 462024L
Z6 '�.NUMBERI
G
.-OF DWELLIN AREAS.
W
!�STORI S :UNITS- NUMBER
0 NE (ATTACH PLOT PLAN)
%.DESCRIBE WORK TO BE,DO
RFO IRM,
CA'�6 INALINSPECT.-ION U
VALUATION FEE�
7 PL:AN CHECK FEE
Iw. BUILDING%:
HEAT.SOURCE:�
J'GLAZING oz�
% LUMBINd
i4E HANICAL.
C
-Ch6ck: 6
-Plan: N
ars -work to.11be done;on privatWprrOp6rty,ONLY;' GRADI FILL A4:
ThI6,.Permit COVI .,(curbs, sldeWplks,...,�
truction on thellp
ublic,domain
rmissloh� STATE SUR I CHARGE:
-.marqpeqs,:etp..Y�Wlll�:roquir.e.*ep�rate,:pe
dri ys,.
:Permlt.A Icatlon: ISO. Days
_ppl STORM DRAINAGE FEE
Mork III(Starko.Within 180.Days::.,
91111! �Pr6vldedl'
Permit Limit::. ENG. INSPECTION FEE
'�Applicant, on. behalf of.hIS or her 4qctude, qi ps an&'
649
old::::::::
:su cessors In :Interest, agreeS. I& ify, at T.' and h.
(n C
'n 'heirmless the City. of. Was In ton,%
ly a6d,all clitl s,for.da* ages,of"
�:�erfiployees, and1,ag6nts_frqrT1__an
CtIy-:fro th0siu6n 01.,
`�Whatever naturej-.a�lbing-dlrectly or,�Indire
LAN CHECK DEPOSIT,:.
Of. thiS:per1Ihit,;:ISSUancb of"this'permit shall:not be de'emed,to`*
educe,any1equirernent of any.�City. oejdlhance-�
�rftod I fy, walve or r
0 �:
it :Cii 's*.ab 'j( �MPAT:DUE
nor.liml Jwainy-�Nay.,thei ili�y..,)�.enforcwany�orqj Pa.
visi n.
provisi
appIIcatIbn;.that;th'e1i'
:vharebyacknoWledde that.1 have read.this
APPLICA-t-ION. APPROVAL.' --
correct; and,that. I am. -the owner, or -the d6iy-;-. ATTENTION
'gIvenJs*1
:Jhform.gtion�
THIS PERMIT
uih6rized.ag66t*.:6f::.th6.'Ow:ne'r.� 1, a6red4o comply. With:,city and- ot� A permit until
This application is n
rig thework authorik AUTHORIZES
iting,construction; and In d6i
stat0aws reguli ONLY THE.. signed.by the Building Official or hi,s/her
poiiion wnvbe*npIoyed-In violation of the!Labor a . I'
�i�ereby,� no WORK NOTED Deputy; and'fi s are paid.,and receipt s,
n -ien?s:d
C6 of the Stat6'Of.Washingtonrelail' g to Wbrkfi ornpe6sa-.
.,: I., .. . . ,, .; acknoWIddged,in,.space pr . ovided.
atid,RM 18:27-1. . .. .. . I � . . .. . : I . ..
io'Klins'uranc 6 INSPECTION
'AGENT DATE- SIGNED. DEPARTMENT 4
RE- WNEW,OR DATE
C V's -
FFI IAI;�UIGNIA
CITY OF
EDMONDS
[A
C
_KG
LA -
DATE.,
REL By:
A- CALL.FOR.,
T 11
INSPECTION
16 US CIA 6UPY A. BUILDINO:OR- STRU.CTURE
ITA 17: NL W L-.,. E ob
AL INSPECTION HASI BEEN MADE...AND APPROVAL OR - ORIGINAL - File YELLOW - Inspector
Ukt;IL-.t- ", FIN 771-02201
E tIFICAT.E OF 000UPAN& HAS BEEN'dRANTED.' U_BC
A __2 PINK - Owner GO � 0 7,, A �SA � 0,
acr-rorwAno A
NE 114, SE 114, SEC.25.1 T-117N., R.3E... W.M.
a
EX. CB
TOP-371.39
LEGEND
I= CB
STORM CATCH BASIN
(?SDMH
STORM DRAIN MANHOLE
C�SVH
SANITARY SEVER MANHOLE
POWER POLE
GUY POLE
0 Whf
WATER METER
D-4 wv
WATER VALVE
tF FH
F7RE HYDRANT I
0-
GAS LINE
w
WA TER LINE
p
POWER LINE
SEVER LINE
PROPERTY LINE
X X-X-
FENCE LINE
FND MONUMENTICASE
FND MONUMENT
FRE HYDRANT ASSMY
426, 18' RT
XYMpr VIEW
'& SEWER DISTRICT
ARDS� SEE DETAIL)
C7
UTILITY CONFLICT NOTEe
CONTRACIOR TV POT-HOLE.EX STORM LINE & EX WATER VNE
TI 0 (2) WW PRIOR TO CMM=7?ON START UP TO VIFY
PI-lE ELEVAT06 AT PROPOSED STORM PIPE CROZINO LOCATION.
S:'A. 0+16, 13' RT AND STA 0+20, 13' RT
PLACE RM FOAM PADS BETWEN PIPM
(SID-SO), (SV-*). (2 LOCAMNS TYP.)
EX. SSMH SET MONIC�ASIE EX. SSMH
TOP-373.01
TOP=371,. 5
IE 64j.03 IE(r)-365.01
3 IE(W)-364.95
ErN�26 85
i W'S liE(S)-365.01
Iff A ?I orl%lrlc ir Rcp
tcE FIL,
NOTE MAINTENANCE AGREEMENT,
MAINTAIN 2' HOR12ONTAL CLEARANCE 947H PL, W IS TO BE A PRIVATE ROAD MTH A
BETWEEN POWER POLE AND EDGE OF MAINTENANCE AGREEMENT RECORDED ON 7?qE
ASPHALT FACE OF' THE PLA T
CRAWL SPACE NOTE
THE MINIMUM CRAWL SPACE ELEVA77ON
FOR ALL, L07S 2 1HROUGH 8 SHAU BE 374.00.
EX SSMH
AulEam
:OCT 2 4
pq
SCALE. 1 30'
mom
sm
0 15 30 60
BASIS OF BEARING. EAST LINE PLAT OF PINE ACRES
Jw AMU w
pp IE(W)-365.27
-MAILBOX IE(S)=365.49
TBM SSMH @ENTRANCE. DRnTWAY
AT NE CORNER LOT Z BLK. 2
llv;rllr owl 7,77-/,W-,lZ"72;7/
I.. 220TH ST. S.W. VER -BUILT ELEV. W.
CS I AS
Is TLIM
TER
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213.69(P)
195.66
V.
146.89
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TER-
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IE(E)-369.94(I2'RCF`) I
IE(W)-30.9I(I2-RCP`) EX. C8 rME I DEVELOPER TO WSTAU
3Q' HIGH WlEYSITY
TOP=373.45 STANDARD *STOP"� SIGN
LOT 1
EX. 15' DRIVEWAY
IF STOP SIGN
-9 4 IF \VlE(SWj-371.7Ij4lfRd, -SM& NAME
8.11 -372.71 *PVC) 'J�S;EET &SLt
m
CONSTRUCT 51 6" �TLLOW'
10'X 20' PAVED c W/
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ON M CURVE TABLE
IURNAROUND 16A Z3 9TE TRVOEU\ ALUM. BLANK.
OF HERr Slo�
0 "TI 0 � TYR) DEL TA RADIUS LENGTH
ff , STA 0+60L 10 T -12 STOP l?AR
LOCAIION- FIELD LOCA7g
EGRESS
040" EsmT rok INGRESS & Cl 84*26'36" '00 51.58
35.
S Fp 1.2
V . ., , r' 371.7-3 C v2 THE WESI`ERLY 15 FEET
I A OF THE TH 125' %o C2 63*35'12" 35-00 38.84
I a U 1 1. C3 28*20'48m 35.00 17.32
OF THE 9001?
4
CAP END IE-.370.871 C4 24*,32'46" .35.00 14.99
C17
C5 50*45'08* 35.00 31.00
CIS a4 C6 72*08'19* 25.00 .31.48
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it 14
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CATCH BASIN DESIGN INFORMATION
I - t" �'- I v Al RA-All"Ov
C81
TYPE
STA
DESIGN
AS -BUILT
DESIGN
As -ear
ADD1770MAL
TOP EL
TOP EL
IE
IE
INFORMA 77ON
0+ f5.3
RT
372.70
3 70. WE)
J70.W%q
W1 GRATE
370.WS)
J70.80(N)
W/ SOLID
2
1
0+90
374.85
J70.80(S)
LOCKING UD.
2' RT
.37O.WW)
370.80(E)
'370.90(N)
3
2-St-10+95
375.00
370.40(S)
370.40(Yo
CONMOL
STTUCTURE
2' Rr
-J70.40(E)
SEE DETAIL
4
1
0+95
It. 17' L 7
374-80
370. 95(w)
W1 GRATE
4;
14
.0-14AA
iil -:,J-Ckf
ww;v-,rrr
-
� J75.16
lz
J70.40(N)
W/ SOLID
LOCKING LO
6
I-L 1
0+95
374.88
370.40(E)
W1 GRATE
7.17' RTI
1370.40(S)
7
2-48"0180
375.15
370.40(N)
W1 SOLID
34' LF
370.90(S)
L"NG LID
18 1
1
+12
0# LT
374.5
371.25(N)
I
I
W1 GRATE
TYPE
STA
DESIGN
TOP EL
AS -BUILT
TOP EL
DESIGN
IE
AS -BUILT
IE
AD0fl7ONAL
INFORMA 770H
C &J
0
0+90
13' RT
372.35
.370.85
W1 SOLID UD
CO u2
J+�
,635t RT
375-20
371.45
W/ SOLID LID
CO 1,368'
2+87
RT
375.30
371.60
W/ SOLID UD
CO 1141
2+73
66' RT
375.35
371.75
W1 SOUD LID
YD &I
1+64
IJ' RT
372.65
371.15
W1 SOLID UD
YD v2
2+34
13' RT
372.93
371.43
W1 GRA IE
YD &3
L_
1+64
88' RT
372.95
371.45
W1 GRATE
PIPE DESIGN INFORMATION
* � /1� 9 "vvu 1 U
6' EOD FNC.
311ED S 88-5j,2j.5 E 1�"
87.53
7-/
BLK 2 115.00 A 70 M7 W' LINE OLAT OP
10'BSBL A
I'm y iH46R&� TERWE jf2
N=8,058.
Lu
IYD 3
EA. SFR It
SIT 119324 Sm CARACE
3D'-6' P � � '' 1 1 . -1 CRAIX SPA
CRANE SPACE F`FkJ375 ! Pq
DRAW 0 OL0 MY-374.00 7 EL-V-J74. SM
4*14D
ELEV-374.00A#1411 ff
T_ rT(T Be t6VE
CRilt' 'SPACE
21
L I
1� I'G=9,197- ol
till rr z Lo
m
PROWDE DRAINAGE SWALES N=8,001 Sr 071C REMOVE
TO DIVERT LOT 9S SURFACE
ROCK[ RY
DRAINAGE
RUN-OFF M
SYSTEM, room 4
100,
N 8 5 *5 8 0. 91(w) Li
92.01
D FM.
I vn a.? PRO=
7.50 8,j5
112'-60 PERFIV
I DRAIN 0 OAX TOP-372.54 15 '00
7
SFR . ...... .. ..
EV NOTEY
5,10 I's EX.
j9M2
IEEJES -J66.29 LOT 9 IS INCLUDED FOR PURPOSES OF CONVENNG LAND. LOT 9
374.87
FF-378.39
INSTALL SID. PUD COBRA PROFILE i5r.
HEAD LUMINAME PER PUD IS FULLY DEVELOPED WTH IrS 00 ACCESS AND DRAINAGE
SID. PLANS. (I TYR) lCB__87U i L'O 6 CONVEYANCE OF ME LAND MU NOT IMPACT ANY BUILDING SET
4
%00 1 BACK REQUIREMENTS NOR VILL IT INCREASE iVE PERCENTAGE
S�tA.2+84.17 OF DEVELOPED LAND.
STA. 2+70. 2' LT CENTER OF PVM'T
SOT7 4.
J5.651T 4.2(W)
Lu
SET SE
(,MrAj
N
6ARArr STA.=
L U ,5 35.181T
374.57 1p
A VER17CAL CURB Iq * , )PAN6 4
Q C4
TAN P- Ex. BUILDINGS TO
(TYP-) cl CO
BE REMOV0
4'MOD ffNCE tin C I_Z� _9
DRAINAGE NO .23
TAX TO
ALL ROOF AND FOUNDA17ON
DRAINS SHALL 'BE MINIMUM o"Ap. . I -
4' ADS-NI2 OR PVC AT I.OX 1-1>61
77 V R
SLOPE AND CONNECT TO SMRV
I . .... - APPRV Eli ry
DRAW SySmv.
COLLICIlm NPES' m BE 61' MIN. A04 Alk
Room SFR mwm VOOD PENCE
PIPE IF MORE THAN 2 HOUSES CRAK SPACE CRA K SPACE CRANE SPACE u v
ELEV.-374.00 ELEV.-374.00. 41D uj / ELEV-374.00 Ng& T R." ""k T I 'm" N
ARE COLLEC7ED By 7HE PIPE. AVA I / MIN.
MIN.
2.
4np alp
to /---l0f C.) 1 -7 1
DATE:
L 0 3 ,4 1 u� L 77
L07� 5
8.4352 , SF
8,197 J �'F 8,293,, IF
A loft
Pff
1.
TYPE
ME
AS -BUILT
LENGTH
LENGTH
AS -BUILT
SLOPE
SLOPE
AS -BUILT
ADD117ONAL
INFORMA 17ON
P-1
8*-RCP
75'
0.49
P-2
60.,Pvc
f7'
0.4%
P-3
f2'-PT
5'
0.4X
P-4
go-pw
13'.
0.4%
P-5
12*-PW
4.
0.4X
P-6
36"-CMP
16r,
SEC- z)"/t-
P-7
360,�'Cmp
188,
O.Ox
SEE DETAIL
P-8
8"-Pvc
35,
1.0%
SEE DETAIL
P-9
60-PVC
0.4x
P-10
6 I-P vc
74-
0.4%
0. 4x
P-12
6*-PVC T
75#
0.4,
FERR Y
DOCK
MAIN ST
C �r I ty
I TY OF EOMONFD S �12TH ST. Sw
�Lj
SITE
ri; 0'**
3r 'IT O)l oolo 2201H�ST. Sw_
224TH ST.-SW
r7�
229:TH
VICINITY MAP
NOT TO SCALE
LEGAL DESCRIPTION
PARCa 1:
PARCEL AL
7HE SOUTH 85 5 FEET OF THE NORTH 235 5 FEET OF INE WEST 3110THS OF THE NOR T.
WARIER T W NOR7HEAST W07ER OF 7HE SOUTICAST OUARTER� OF SECTIO 24
TOWNSHIP 27 NORIH!, RANGE 3 EAST, W.M., IN KING CQUNTy N
, WASHINGTON.
SI TUA TE IN THE COUN TY OF SNI)HOWtSH, S TA TE OF WA SHWG I ON.
PARCEL B.
AN EASE&IENT ACROZ 7W WESTERLY 15 FEET OF 7HE SOUIH 125.5 I'm or INE NORTH �ii5
FEET OF W WEST 3/tOM OF SAID NOR7HEAST QUARIER OF TRE NORTHEAST QUARTER Or 7Ht
SOUTHEAST QUARTER FOR PURPOSES OF INGRESS AND EGRESS
SIIUArE IN 7HE COUNTY OF SNOHOMISH, STATE OF WAS11INGTON.
PARM 2
PARCEL A.
THE SOUTH 9Z50 FEET OF THE NORTH 445 FEET OF ME WEST 31YOTHS OF 7W MWWiSt
QUARTER, OF THE NOR7HEAST OUAR7ER OF THE SoU-tHEAST OUARM? OF SEC71ON 24
TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON,
EXCEPT ANY POR77ON THEREOF LYWG WTHIN ME PLAT OF BETHORIA TERRACE NOL Z
ACCORDING TO 7HE PLAT 770?EOF RECORDED IN VOLUME 20,OF pLAM PAGE 94 RECORDS OF
SNOHOWSH COUNTY, WASHINGTON
SITUATE IN 7HE COUNTY OF SNOHMISH, STATE OF WASHINGTON.
PARCEL 0.
AN t4SEIVENT FOR INGRESS AND EGRESS OVER THE WSTAY 15 FEET OF WE NORIH 245,
,
OF THE NOR7HEAST QUARTER OF THE NORTHEAST QUARTER OF rw sorimsr mm Or
SAO SEC77ON 4
EXCEPT 7HE NOR7H 30 FEET "4V?EVF FOR 220TH STREET S W; AND
TOGE'THER WTH AN EASEkVT FVR WGRM EGRIESS AND THE INSTALLATION,, OpERARON AND
MAINTENANCE OF U77U77ES OVM. UNDER ACROSS, 7HROUGH AND UPON IW WEST 20 FEET Cie
THE HEREINABOVE DESCRIBED PAR= 3.
PARIM
PARCEL AL
THE SOUTH 102.50 FEET OF THE NORTH 347.50 FEET OF THE REST THREE lth"S OF IW
NORTHEAST QUARTER OF THE NORIHEAST QUARIER OF THE SOUTHEAST QUARTER OF
SEC17ON 25, MWNSIMP 27 NORTH, RANGE 3 EAST, WM., IN SNOOM COUNTY, W000*
EXCEPT ANY POR170H nMOF LYWG WITHIN THE FLAT OF SMORM TERRACE NO. Z
ACCORDING TO ME PLAT n4MOF RECORDED IN voLUuE 20 OF PLAM PAGE 94 RECORDS&
SNOHOMISH COUNTY, WASHINGTON;
ALSO. THAT PORTION OF' ME WEST THREE TNTmS OF WE NORTHEAST QUARTER OF THE NMTHS&
OUARM? OF THE SOUTHEAST QUARTER OF SECTION 24 MWNSW 27 NORTH, RANGE 3 EAST. W.M.,
IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS -
BEGINNING AT A POINT 2315 FEET SOUTH OF THE NoR7HWESr CORNER OF THE WSF VW
MV7HS MEASURED ALONG ME WESTERLY BOUNDARY 7HEREOF,
THENCE SOUTH ALONG THE HESMY BOUNDARY, A DISTANCE OF 9.5 FEET,
THENCE DUE EAST TO THE EAST BOUNDARY OF SAID REST MEE TENIHS AT A POWr 245 FEET
SOUTH OF THE NORMEAST COM M SAO WEST ME MWTHS ON THE EAST BOUNDAPY OF
SAID WEST THREE TENTHS�
THENCE NORTH, ALMG SAID'EASt MWDARY 9.5 FEET TO A POWT 235 5 FEET SWIM OF 7W
NORTHEAST CORNER OF THE WEST THREE TENIK
THENCE WESTERLY TO THE POINT OF BEGINNING PER CITY OF EDMONDS BOUNDARY LINE
ADJUSTMENT RECOM UNDER RECORDING No. 9607*381.
(BEING KNOW AS LOT A OF BOUNDARY LINE AD.VSTMT NO. U-.96-18 AND AP-"-Sf
RECORDED UNDER RECORDING NO. 9607180381).
SITUATE IN THE C"TY OF SNOHOA#SH, STATE OF WASHINGTON.
PARCEL B.
AN EA-%XNT FOR INGRESS AND EGRESS OVER W WESTERLY fS FEET OF THE NORTH 2#$ FEET
OF THE NORTHEAST QUARTER OF THE NOR7HEAST QUARTER OF THE SOUNEASr QUARTER OF
SAID SEC77ON 2.% TOWNSHIP 27 N6R?H. RANGE 3 EAST, W.M.;
EXCEPT THE NORTH 30 FEET THEREOF FOR 2201H STREET SOUTHWEST.
AND EXCEPT IHAT POR17ON L)ING lWIHW IHE MAW MACT
SITUATE IN INE COUNTY OF SHOHOUM, STATE OF WA"GMV.
PRINTED
PARM 4: JUL 2 4 199/
LOT Z BLOCK Z PINE ACRM ACCORDING TO 7W PLAT THEREOF RE VRDED W
VMUUE 13 OF PLATS. PAGE 63, RECORDS OF SNOHOMISH COUNTY. PAMMUN�l.im"YOPS, 1p-jr.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
SUB,ECT M THE EXCEPlIONS SHOWN HEREW.
PAM 5.'
LOT 8 OF SHORT PLAT NO. f77 (8-82) RECMED UNDER NO. 821213018f, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON.
RLV t? ML 7110A?
f52 _qT ADDRES&% 94M & 9332
78-32 65.02:.. 03 DMNTION PIPE, CRAWL SPACE ELIS RLL 07-03-97
65.01 2 5.97 220TH ST. SW
dlllm� - � . 14.1 02 ROAD GRADE, STORM DRAINAGE SYSTEM- DETEN77ON PIPE, RLL 06-12-97 EDMONDS, WA. 98020
5' WOOD FENCE S 88*53'23' E 1 1 1 - : .
0.61(s) u, #1 ROAD GRADE, STORM DRAINAGE SYSTEM. SIGNAGE DESCRIP77ONS RLL 04-23-97 TAX ACCOUNT NO*&-
61 vl000 "FENCE 25270,3-4-007-0002 252703-4-008-0003
REV. NO. DESCRIPTION IN177ALS - DA TE 52403-4-009-0000 5442-002-002-0009 252703-4-014-0003,
ROAD & ... DRAINAGE PLAN
Irk, - r-R. Lu FOR
'124
A 22-" *N
10 L CN -2700 A
T�rtE 0 LOCA 356 ELL/4 PLA CE
B
stern OR
0 A VD P-96-140
awns" qm� qwm� mmw� t - 's 742-5500 APPUCANT CHARLIE NATHAN
E. LINE PLA7
C. O*&R. 9792 EDMONDS WAY STE_ 268
"mm MEMO* LOT 9
OF PINE ACRES EDMONDS� WA., 98020
F 244 PH: (425) M-7270!
9,324 1
10' SEWR ESNT LAND USE CONSULTANTS
DON. BY ........ OA TIF PROJECT AIANAMR SCALE
7-'ert.6-1 0 1 0 -.1
Imul % i.L. WIJALL T I JU
S 88'53'25" E CIVIL ENGINEERS LAND SURVEYORS JbFA I mud 0-0 ITIJ - y 0
0 E lo726-/k-1 0 , a DESICM By F. 8. Na JDB Na SN r.
10 DRAINAGE ESM7 IJOW HW 1" SOUTH. EMLIT. WA..982" PAX (208)&"-2M
R.B.N RING .3.38 1960058 C
44o
65.00 y
4.25
L
S 8`8*532.3w E
0.4 0
RIW
30' R1W
0
g;t in
14 +
+
vl�
t
18 1..4 q
s Swo.75%
Ln (d ___ _� td
375
mmm
"AD
375;
------- ---- 4e)
Sl.0% CN
------- ---- -------------- ---------------- "'
tN i N tn rl
C4 fNI
tN, fw
.j
uj
P
75.,, 0 0. 4 10 370
370
C8 88
C15 01
le C-9 a -3 C79 a 7
F3 CBia7
C8 v4
Ex cRADE C8 o2 _C8 5 1
C8 no 365
3651 2+00 3+00
-0+30 .0+00 1+0 0 FROA# STA. 0+8.76 To o+30 - CROWN VARIES
FROM STA. 0+jO To 2+24 m 2% CROWN VARIES
9,5TH pL. W. PROFILE IPRIVATE ROAD] FROM STA. 2+24 TO 3+20.39 w CROWN
HORIZONTAL SCALE. 1 INCH 30 FEET
VERTICAL SCALE. 1 INCH 5. 0 FEET
HANDLE WTH
LOCK PIN
SIX EVENLY SPACED ADJIUSTABLE LOCK HOOK
HOLES FOR BOLTING WITH LOCK SCREW
TO FLANGE CONNECTION.
0 0
0 0
0
0
0 1 nI,,
0 0
UFT 14ANDLE SHALL BE ArTACHED P ER MAXIMUM, OPENING
MANUFACTURER'S RECOMMENDA77ONS.
aino OF GATE
rilfvm I
ALTERNATES ARE ACCEPTABLE PROVIDED MATERIAL
SPECIFICATIONS ARE MET AND FLANGE BOLr PA'I IERN
MA rCHES.
CLEA UT / SHMEMAR _GATE
NO SCALE
TOP EL. - 375.00
ROUND SouD COVER MARKED
'DRAIN' WTH LOCKING BOLTS
UNLE.1,'S OTHFRWSF APPROVFD
BY ENGINEER.
81, PVC
0 0.47o
4
;nC'
ORIRCE /3
PIPE SUPPORTS 3049GO.
6' ELBOW
'BOW
BOLTED OR IMBEDDED 2*(MIN)
SHEAR CATE
0, 'C'
ORIFICE 11
IN C.B.WALL. &V MAXIMUM
l*i"OF
ELM 3
CONTROL ROD
MINIMUM ONE SUPPORT
IF - 372.22
ORIFICE 13 2.125'
P
167'-36" CMP
5. RCP
8* RCP
IF - 371.90
ORfF7CE 12 3.50-
0 0,4x SL
'o .4.
8' RCP
0-0.4X SL
-------
oRinCE 12
dd
------------
.6" EIBOW
0.5 DEAD STORAGE
1.4'-12" PVC -
a 0. 0
IE- 370.90
12" F.R.O. JEE
J70.40
IF - 368.90
EAR GATE
CLEA14 OUT/ SHE
SEE DETAIL
WnCEJI 2.3" DfA.
RESTRICTOR PLAT
CR 96
SHOP DRILLED.
(TYP.EACH ORIFICE)
TYPE 1 -L
JA
SECTION VIEW
NO SCALE
CONTROL STRUCTURE
C8v3 ITYPE 11-5411 DETAIL
mcmENT 41DIN
END PAVEOENT
0.50,
T
4
J
0 _T 180
CEMENT CONCRETE
VERTICAL CURB AND GUTTER
NO SCALE
DETEI 'JTION PIPE TMLE�!,
PIPE NORTH STUB SOUTH STUB
P-6 NO STUB 24* CUP
P-7 24" CUP 30' CUP
W1 2- VENT PIPE
MATMAI
L- GALVANIZED WTH TREATMENT I ASPHALT COATING
VA,
-2-213 x 112 in. CORRUGA17ON
GA
16 GAUGE
M M fol
INIMUM BAND SIZE 12"
DETENTION VOLUME TABLE
- REQUIRED STORAGE
Z296 CF
I
- DESIGN STORAGE
Z354 CF
- DESIGN DEAD STORAGE
392 CF
CR a3
rypE 11
(54"DIA)
.4'
P-6
167-36" CMP
0 O.Ox
16 7'�3
6
(o 0. 07
CMP
PLAN VIEW
NO SCALE
P-7
188'-�36" CMP
7,
�6 , CMP
19
2'-24" CMP.
00.0%
NE V4 v R.3E.,w W.M.
SE 114, SEC.25.9 .27N..
ACCESS & U77L-ESW'T (STATIONING LINE)
EASEMENT
LINE 30'ACCESS & U17LE-W'T
3.0 20' PAYED ROADWAY 7#
to,
VER77CAL CURB RD. j -
& GUTTER 2# -0.5,
(SEE DEVArl X r.O..5'
2.07- SL 2.OX SL
4
----- -----------
EX. GROUND EX. FENCE 2" COMPACTED DEPTH CLASS "B" ACP KEYSTONE RETAINING WALL
2" COMPACTED DEPTH CSTC .0' MAX HEIGHT TO BE INSTALLED
3
4" COMPACTED DEPTH CSBC PER MANUFACTURERS RECOMMENDATIONS
APPROVED SUB -BASE (TYP.-BOTH SIDES)
PRIVATE ROAD CROSS SECTION ITYP-1
NO SCALE
195.51 CENTER TO CENTER
1-.4" VENT PIPE
36* CUP
S. 0.0%
0.5' DEAD STORAGE ---------------- ---------------------
2,-24 CMP 2,-30" CMP
CB 07
CB 86 CB ME z 'off
CB TYPE 1-L
172.75' CENTER TO CENTER
167' 36" CYP
S 0.0%
0.5DEAD ��APE -----------------------------------------------------
--------------------- ---------- 7 -------------------
2,-- 24" CMP
OB 05
CB *3 CB TYPE 1-L
C9 TYPE 2,54'
W1 RESTRICTOR
SEE DETA(L
DETENTION STRUCTURES
N.T.S.
EXGROUND.
WASHED
DRAIN
ROCK
6" PERF.'PIPE w/rlL7FR
24" i.-�I"'-FABRIC SLEE%E
CURTAIN DRAIN
N.TS.
APPROVED ROAD SUB -BASE MATERIAL
ROAD SUB -WE MATERIAL SHALL MEET
WSOO'rlApWA STANOARD SPECIFICA77ON
9-03.14 GRAVEL BORROW OR APPROVM-
EQUIVALENT.- MATERIAL SHALL BE PLACED
AND COMPACTED TO 95X MODIF7ED PROCTOR
IN _UFTS NOT EXCEEDING Er.
GENERAL NOTES
I. ALL coNsmucvoN sHALL cwaw To, THE sTANOARD1 sprc�owm
FOR ROAD, BROX & MUNICIPAL CONSTRUCTION 'AND STANDARD PLANS
AS ADOPTED BY THE CITY OF EIWONDS� AND ANY REQUIREMMM
ESTABUSHED AT CITY HEARINGS ON ims PLAN.
2. ALL CONSTRUCTION IS SMXCT TO THE T;EC By! THC CITY OF
EDMONDS AND ME CONTRACTOR SHALL ry C11Y OF; THEIR
SCHEDULE IN SUFFICIENT 77HE TO PERMIT INSPECTION PRIOR TO AND
"NG WE MRK.
3 ME CONTRA SHALL BE RESPONSIBLE FOR THE INSTALiAlTON OF
SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 21; 4, MARKERS
WITH THE LENGTH AND DEPTH OF THE LATERALS AND :TEES INSCRIBED
ON THE MARKERS, AND PRIOR TO BACKFILLING
4. THE CONTRACTOR SHALL N017FY THE CITY OF EDMONDS DePAPTUENT OF
pUqUC_ WORKS IN TWE TO PERMIT INSPECTION OF THE� SIDE S"ERS
PRIOR TO GAMLLING.
5. UPON COMPLETION OF ME SITE IMPROVEMENTS AND umv0am
UTILITIM THE CONTRACTOR THROUGH HIS CONSULTWC ENGINES
SHAU FURIVSH AN AS -BUILT PLAN ro THE CITY OF EDMONDS Nwa
INDICATED THE LOCA77ON OF ALL SITE IMPROVEkSTS INCLUDM SIDE
SEWR LATERALS OR TEES� WATER LINES OR OWER PERTMENT
INFORMATION.
6. UNDERGROUND WRING REQUIRED WTH SIREEI J0HI7Nd
7. WATER SERWCE WTH METER BOX AND CURB STOP RE�D: FOR EACH
LOT
8. THE CONMCTOR SHALL AMANGE FOR AND MAKE AIR 7rSTS OF
SANITARY SEAS AND SEWR CON!NFC)70NS UNDER T�W 11PERVISION OF
WE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE-' LATERALS
To BE Sm CONCRETE PIPE. OR p.vc CONFORMING M 304
STANDARD&
9. EXISTING UNDE�RMND FACILITIES HAVE BEEN SHOW ON: THIS
DRAWmG FOR THE PURPOSE OF ASSISTING ME CONTRAChA AV
LOCATING. SAO FACIUTIES INTHE nuo. THE coNmAcToR SHALL
BE RESPONSIBLE FOR CHECKING ACTUAL LOCAPONS IN THE:MD AND
CHECKING.WTH APPROPRIATE AGENCIES THAT MAY HAVE UkDERCROUND
FACILITIES NT�W THE PROJECT LIMITS. THE CONTRACTOR SHALL BE
SMELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES
RESUL77NG FROM HIS OPERATIONS
10. A Copy OF MSE APPROVED PLANS WST BE'; ON THE J061M
MIENEVER CONSMUC17ON IS IN PROGRESS.
it. IT SHALL BE THE RESPONSIMTY OF NE CONOACT04 TO' CLEAN,
FLUSH; DISINFECT WERE APPUCABLEAND OGIAIN SAT10CTORY
APPROVAL FROM THE CITY OF EDMONDS REGA#DING THE tX)AUTY AND
INTEGRITY OF EXIS77NG WATER UNM SANITARY SEWER LIN& SMW
LINE, RETENTION SYSTEM, ETC WTTEN ACCEPTANCEBY'THE CITY OF
THESE PROCEDURES MUST BE TRANSMITTED Td THE DEsM, MOM.
IZ ALL WORK AND MATERIALS SHALL BE IN ACC06
ANCE
W.SD.O.T/A.P.WA. STANDARD SPECIFICATIONS OR AS D#ktTED BY
THE CITY OF EDMONDS.
13. ALL LOCA TIONS OF EXISTING UTILITIES �SHO m �E APPROWAlEr.AND
IT SHALL BE THE REspoNsBury OF THE c"Acm rowwy THE
EXACT LOCATIONS TO AVOID DAMAGE: OR DISAIRBANCE,
14. ALL INLET AND CATCH BASIN FRAME AND GRA�.O _5HALL*T St
V . .
PA
AD.JUSTED UNTIL IMMEDIATELY PRIOR TO
15. THE TEMPORARY EPOSMISEDWENTom com. rAcur? vmu 9E
CONSTRUCTED PRIOR TO ANY GRADM OR EXTENSIVE LAW CLEARING JN
ACCORDANCE NTH ME APPROVED TEMPORARY EROSION1301MENT"ON
CONTROL PLAN. THESE FACIU17ES MUST BE SA17SFACMKY t
MAINTAINED UNTIL CONSMUC77ON IS COMPLETED AND THE POTENTIAL
FOR IN SITE M90N HAS PA-M.
16. ALL REQUIRED STORM WATER RETER77ON/tETEkl7ON FACi� MUST
13E CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAMG MM
OTHERWISE APPROVED By THE DEPARTMENT OF PUBLIC WORKS
IZ ORAINAGE STRUCTURES NOT ON R)WC Rf0HlS-OF-l9Ayl 411ALL, HAVE
LOCKING LIDS
IS. ALL DISTURBED SURFACES SHALL BE! SEEDED 6TH TOUG�.! HARDY. FAST
GROWNG GRASS UNLESS LANDSCAMNOMOSION CONTROL MEASURES ARE
EMPLOYED.
fg. UNLESS OTHV?W`SE NOTED ALL STORM DRAJN�GE PIPINO'Ir, 12-, le.
24* & 36' INCLUDING OM77ON PIPE WLL BE 16 GAUOE GALVAMZED
STEEL AND SHALL USE TREATMENT 1.
t
20.1 GRASS SEEDING WLL BE OM USING AN API?ROVED TYPE HYVRO-
SEEDER, OR AS OTHERWISE APPROVED By THE CITY OF EDLTNDS
DEPARTMENT OF PUBLIC WORKS IM PERFORMANCE 8O)ND KL NOT BE, -
RELEASED UN17L THE GRASS IS ESTABLISHED UNLESS OTHERNSE
APPROVED By THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WWI
21. PIPING SPECIFICATIONS AS NOTED.
22. ALL SIM PARTS WU BE GALVANIZED AND WTH TREATMT It
(ASPHALT COATED).
23 ALL WORK AND MATERIALS FOR INSTAUA17ON AND CONSMUM OF
SEVIER. WATER, AND UNDERGROUND POWER SHALL CIMM TO
STANDARD SpEanCATIONS FOR SUCH WORK IN ACCORDANCE NTH IW
CITY OF EDMONDS AND SNOHOMISH COUNTY P-U-D- NO- I SrANDARDSL
FSEEDING MIX# PROPORTIONS PERCENT PERCENT
Umm AEWCATION BY WElGHT P_UffTy_ GERWINAMN-
KENTUCKY BLUEGRASS 3ox 85X 80%
(WRKA, BARON OR FYLKING) I
CREEPING RED FESCUE (PENNLAWN) 4ox 98X 9ox
PERENNIAL RYE (DERBY OR PENNANT) 30)r 95X 9ox
-SEWING, -M AT A RATE 0 F 120 lbsIACRE.
. APPLY APPROPRIATE MIXTURE TO THE PREPARED SEE
COVER THE SEED WTH TOPSOIL OR MULCH NO DEEPER THAN 112 INCH.
E L
p
REY is RLL 7-to-97
STTE ADDRM 9406 & 9332 1
DETEN77ON PIPE RLL 7-3-97 220TH ST. SW I
#3 RLL 6-12-97 EDMONDS, WA. 98020
ROFILE & DETEN77ON PIPE
#2 ROAD P RLL 4-22-97 703-4 -007-0002 252703-4-008-6003
ROAD PROFILE & SEED MIXTURE TAX ACCOUNT NO`S:- 252
P 252403-4-009-0000 05442-002--W2-0M
IN177ALS - DA TE
REV. NO,_ DESCRIP77ON
ROAD & DRAINA
jj��Jljlll OR i
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356-2700 BELLA PLA
Testern- OR P-96-146
r NATHAN 1
C.) urvevors -5500 ~ANT CHARLIL WAY, S7F_ 126�
742 & OWNER- 9792 EDMONDS
C. EDMONDS; WA.. 918040
PH.- (425) 771-7270 -1-
SULTANTS 1) By ........ DA TE PRMCT AIANACM PLOT SCALE
LAND USE CON ;I
11111196 T L QUA U -e,
70/0-9.7 CIVIL ENGINEERS LAND SURVEYORS J`m
f- EXPIkES 2Z26 cmrD By F. NO. C `2 3
-2"8 or
M WA..98M FAX WOWS 328 90-0581,
1300 HWY 99 SOUTH. Em R.B.NEHRING
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T.E.S.0
1. INSTALL TE.St-'!� CIU77ES AS COND/77ONS WARRANT OR AS DIRECTED
BY CITY OF 6�� INSPECTOR.
2 =- I RDfiNT - STABILIZATION -OF OSED AREAS,
ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED
BY SUITABLE APPLICATION OF BUPS, INCLUDIK BUT NOT LIMITED TO, SOD,
H)DROSEEDING, OR OW VEGETATION, PLAS77C COVERING, OR MULCHING.
ALL 9UPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE
WTH THE MANUAL IHE EXPOSED SOILS SHALL BE STABIUZED ACCORDING
'70 AN APPROVED TIMETAM.(TMICALLY, NO SOfLS SHALL REMAIN EXPOSED
FOR MORE-1HAN TWO (2) DAYS FROM OCTOBER T M.OUGH APRIL 30 AND NO
MORE THAN SEWN (7) DAYS FROM MAY I. THROUGH SEPTEWBER 30).
now L-
KEY ROCK INTO
0.25' MIN.
NOTE. BE 4r ANNUS QUARRY
C A SEC71ON
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(2 TYR)
NE 114, SE 114, SEC.25,9 T.27N, R.M, W.M.
FILTER FABRIC
18*WN (MOVE WRE, MESH)
PEA GRA VEL.
12"kIMDEPTH
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SEVER LINE
PROPERTY LINE
X X--X— FENCE LINE
/V\ FND MONUMENTICASE
FND MONUMENT
all"
FILTER FABRIC FENCE
SEDIMENT TRAP
WAC 332-130-100
WMACNr USED : WILD TC - 1010
SURVEY PERFDRUM BY FIELD TRAVERSE.
WAC 332-730-M
SUM STANDARD AS PER
WAC M2-130-M, PA" (1) (C).
CONSTRUCTION SEQUENCE
ESM'T FOR INGRESS & EGRrSS
THE KESTERLY 15 FEET,.-'
ARRANGE FOR AND ATTEND PRE -CONSTRUCTION
OF THE SOUTH 125'
IWEE77NG WTH CITY & EDMONDS SITE INSPECTION.
OF THE NORTH 1555'
jib cl 771-0220.
2) CALL DIALDIG (UTIU77ES UNDERGROUND LOCA77ON
A
LFNCF F7' TEER FABRIC
7L CENTER) 1-800-424-5555.*
_E E
(TYP-) 3.) ERECT FILTER FABRIC FENCE, SEDIMENT BARRIERS,
SEDIMENT MAPS, & CONSMUC770H E74TRANCE
EX. BLOC, - 4.) CLEAR AND GRUB SIT.
C�l OD co
93 0 6 1/2;
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5.) ROUGH GRADE ROAD PER GRADING PLAN.
6' 314D FNC. 6.) INSTALL SANITARY SENER PER PLAN.
6' WOOD FNC,
0-374
7.) INSTALL OTHER UPUTIES� STORY DRAINAGE.
LOT 7 W, LINE �LAT OP
DETENTION SYSTEM, POWS.. TELEPHONE EM
L
BCTHORIA TERRAqE 12
FINAL GRADE AND PAVE.
CARACE 9.) HYDROSEED, MULCH AND PLANT LANDSCAPE.
�A; EX. SFR
10.) REMOVE IHE` REMAINING TEMPORARY EROSION/
9324
FF--375.54
SEDIMENTA77ON CONTROL ONLY ;FIER SITE HAS
ul
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. .... ......
LOT 3 LOT 4 LOT 5
GRADING OUANTMES:
CUT.- 100 Cu.Yda
FLL.- ZOOO CuYdm
(GRADING QUANTITIES ARE ROUGH CALCULATIONS
KNICH DO NOT ACCOUNT FOR SOIL SWLLING 8c
SHRINKAGE.)
0;
DATE: Tu IIA-- 11 j I qql
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CITY ENGINEER
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NOTE#
LOT 9 is INCLUDED FOR PuRposEs OF coNwrNG LAND. !LOT'9
IS FULLY DEVELOPED WTH IVS OWN ACCESS AND DRAINACE :
CONVEYANCE OF THE LAND MLL NOT IMPACT ANY BUILDING SE�
BACK REQUIREMENTS NOR MLL IT INCREASE THE PEPPENTAGE
OF DEVELOPED LAND.
CALL 48 HOURS
BEFORE YOU DIG
PRINTED 1-800"424-5555
JUL 2 4 IVV/
WESTERN cliJlPl/Ey0FS,
UTILITY CONFLICT NOTE.
CAUTION.
THE CONTRACTOR S94LL BE RESPONSIBLE FOR VERIFYINO THE'LOCATM
DIMENSION. AND DEPTH OF ALL EXISTING UTILMES WHETHER SHOWN ON
THESE PLANS OR NM BY POTHOLING THE UTILITIES AND SURMIW TW
HORIZONTAL AND VER`lM LOCA77ON PRIOR 70 CONMUOMN.;
THIS SHALL INCLUDE CALLING UIXITY LOGATr 0 7-800-424-SM AND IM
POTHOUNG ALL OF THE EXISTING UTILITIES AT LOCA77ONS OF NEW U`17LI7Y
CROSSINGS TO PHYSIC.ALLY VERIFY WHETHER OR IVOT CO Exisr. .
LOCA77ONS OF SAO U77LMES AS SHOWN ON THESE PLANS ARE BASED 00N
THE UNVERIF7ED PUBLIC INFORMAPON AND ARE SURIECT 70 VARATION.
IF CONRJCTS SHOULD OCCUR, THE CONTRACTOR SK&L �ONSULT WESTM
SURVEYORS. INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDM WITH
CONSTRUCT70N.
-11 RLL I-
sl Lf P.&W 3-97
9408 & 9332
376.3 0376.3 SITE ADDRM
220TH ST. SW
6-12-97 EDMONDS, WA. 98020
REV. 02
RLL
51 %DOD FENCE SITE GRADING
DETAILS R TAX ACCOUNT NO'S: 252703-4-007-0002 2t2703-4-006-0003
6' WOOD'rENCE REV. 01 LL - 2-28-97 -4-009-0000 5442-002-002-0009 252703-4-014-0003
REV. NO. DESCRIPTION INITIALS - DATE 252403
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EX' I S, F. R. FDR
LOXMIFI A C
Western 356-2700 BELLA PLpi
OR P-96-140
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742-5'500
E. LINE PLAT LOT 9 & 0 Kk??. 9792 EDMONDS WAY S7�- 2611
OF' PINE ACRES EDMONDS; WA., 98020
Is PH. (425) 771-7270
10' SEWER ESA47 31244
SICALE
LAND USE CONSULTANTS DW BY .... PROXCr MANAGER
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7-/647 CIVIL ENGINEERS LAND SURVEYOR RLL 11-13-96 T.L.QUALLY
D DMGNED BY F.B. NO, JOB NO. SH
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bECLARATION OF SUBDIVISION, DEDICATIONS,
COVENANTS AND CONDITIONS
KNOW ALL PERSONS BY TlqESE PRESEN7S.-
THA T WE, THE UNDERSIGNED, CHARLES R. AND LORINDA M. WARNER,
HUSBAND AND WIFE, CLARANCE DEARL AND CMTHIA M. ROYCE, HUSBAND
AND WIFE, AND CHRISTOPHER L AND TONNIE H. WOLF& HUSBAND AND WIFE,
THE OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, AND GREAT
V#ESTERN BANK, A FEDERAL SAVINGS BANK DBA SERRA WESTERN MORTGAGE
COMPANY, AND WASHINGTON MUTUAL BANK, THE MORTGAGEES THEREOF,
HEREBY DECLARE, PER ECDC 20.75.140% THAT THIS SUBDIVISION IS MADE
WITH OUR FREE CONSENT AND ACCORDING TO OUR DESIRES, AND DEDICATED
TO THE 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 WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES.
ALSO, THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS
UPON LOTS, BLOCKS, TRACTS, ETC., SHOWN 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
RIGUTS—OF—WAY TO HAMPER PROPER ROAD DRAINAGE. THE OWNER OF ANY
LOT OR LOTS, PRIOR TO MAKING ANY ALTERATION IN THE DRAINAGE SYSTEM
AFTER THE RECORDING OIF THE PLAT. MUST MAKE APPLICA77ON TO AND
RECEIVE APPROVAL FROM THE CITY ENGINEER AND THE CITY PLANNER FOR
SAID ALTERATION. ANY ENCLOSING OF DRAINAGE WATERS IN CULVERTS OR
DRAdNS OR REROUTING THEREOF ACROSS ANY LOT AS MAY BE UNDERTAKEN
BY OR FOR THE OWNER OF ANY LOT SHALL BE DONE BY AND AT THE
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.
/I. "NO VEHICLE ACCESS TO LOT 1 IS PERMITTED TO CROSS LOT 2."
/it. '�SUBJECT TO THE CONDITIONS AND REQUIREMENTS FOUND IN PLAT F7LE
P-96-140 AND SAID FILE IS LOCATED IN THE OFFICES OF THE CITY OF
EDMONDS PLANNING DIVISION."
IV. "THE SETBACKS SHOWN ARE FOR REFERENCE ONLY AND VEST NO
RIGHT' ACTUAL SETBACKS SHALL BE DETERMINED IN ACCORDANCE WITH
77-IE 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 RECONSTRUC77ON SHALL ALSO BE BORNE
EQUALLY AND JOINTLY BY THE OWNERS, THEIR HEIRS,: SUCCESSORS, AND
ASSIGNEES, OF LOTS I THROUGH 8."
PLAT OF BELLA PLACE NO.'P=96=140
NE 114, SE 114, SEC.25, T.27N, Re' of w.mo
--CITIr--OFL-EDMONDS;--SMOHOMISH—COUNTY.- WASHINGTOY-----
DECLARAT[ON OF SUBDIVISION
DEDICA770N$
COVENANTS AND COMMONS (CONMURD)
W. THE PRIVATE ACCESS EASEMENT IS HEREBY SUBJECT TO A U77LITIES
EASEMENT IN FAVOR OF THE GRANTOR OR HIS SUCCESSORS AND OF ANY
ELECTRIC, TELEPHONE, TELEVISION CABLE, GAS, WATER, OR SEWER COMPANY,
PUBLIC OR PRIVATE� OR THEIR PERMITTEES OR ASSIGNS, TO INSTALL,
CONSTRUCT, OPERATE, MAINTAIN, ALTER AND REPAIR THEIR RESPEC77VE
PRIMARY DISTRIBU77ON FACIL177ES AND NECESSARY APPURTENANCES':
TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SAI . D PUR�OSES.
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 EXTERIOR 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
EASEMENT WITHIN ALL PRIVATE ROADS, TRACTS AND DRIVES, IN WHICH TO
INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND
DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT
FOR THE PURPOSE OF SERVING THIS SUBDIVISION, AND OTHER PRO�ERTY,
WITH UTILITY SERVICES TOGETHER MTH THE RIGHT TO ENTER UPON ITHE LOTS
AT ALL 77MES FOR THE PURPOSES HEREIN STATED. ALSO. ALL LOTS SHALL
BE SUBJECT TO AN EASEMENT 2.5 (TWO AND ONE HALF) FEET IN WIDTH,
FEET IN WIDTH, PARALLEL K17H AND ADJACENT TO ALL INTERIOR LOT LINES
LOT LINES FOR THE PURPOSES OF UTILITIES AND DRAINAGE, UNLESS
OTHERWISE SPECIFIED. i
NO LINES OR WIRES FOff, 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
1
BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING.
Wit. DRAINAGE EASEMENTS DESIGNATED ON THE PLAT ARE HERBY �ESERVED
FOR AND GRANTED TO THE ONWERS OF LOTS 1 THROUGH 8. EACH 40T
OWNER HAS AN UNDIVIDED 118TH INTEREST IN AND RESPONSIBILITY FOR
MAINTENANCE, REPAIR AND REPLACEMENT OF THE DRAINAGE SYSTEM THE
COST OF SAID MAINTENANCE , OPERA77ON AND REPAIR ANDIOR
RECONSTRUCTION SHALL ALSO BE SORNE EQUALLY AND JOINTLY BY 'THE
OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNEES, OF LOTS 1 THROUGH 8.
TOGETHER WTH AN EMERGENCY MAINTENANCE EASEMENT GRANTED AND
CONVEYED TO THE CITY OF EDMONDS, WITH THE RIGHT OF INGRESS AND
EGRESS. AND THE RIGHT TO EXCAVA7Z CONSTRUCT, OPERATE, MAINTAIN,
REPAIR ANDIOR REBUILD AN ENCLOSED OR OPEN CHANNEL STORM WA TER
CONVEYANCE SYSTEM ANDIOR OTHER DRAINAGE FACILITIES, UNDER, r.ON
OR THROUGH THE DRAINAGE EASEMENTS.
IX THE OWNERS AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT
OWNERSHIP INTEREST IN THESE LAhDS, AND THE SUCCESSORS AND ASSIGNS
OF OWNERS OR OTHER PAR77ES 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 WJUNC77VE RELIEF M41CH
MAY BE OCCASIONED, NOW OR IN THE FUTURE, TO ADJACENT LAND OR
IMPROVEMENTS BY REASON OF THE CONSTRUC77ON, OPERATION, AND
MAINTENANCE OF THE DRAINAGE SYSTEM, AND HEREBY WAIVE AND qELEASE
THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES, i
EXCLUDING DAMAGE CAUSED SOLEL)' BY AN ACT OF OMISSION OF SAID
CITY, AND WJUNC77VE RELIEF WHICH THE OWNERS, OR THEIR SUCCESSORS
OR ASSIGNS, MAY THEMSELVES HA�E NOW OR IN THE FUTURE BY REASON
OF THE CONSTRUC770N, MAINTENANCE AND OPERATION OF SAID DRAINAGE
SYSTEM.
WESTERN SURVEYORS INC., 13000 hW 99 SOUTH, EVERETT, WA., 98204 * PH. (425) 356-2700 * FAX. (425
SURVEYOROS CERTIF7CATE
I HEREBY CER77FY THAT THE PLAT OF BELLA PLACE IS BASED
UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 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 THE GROUND. THAT I FULLY COMPLIED WITH THE
PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS
GOVERNING PLATTING.
P. k . 4 11 "'
A
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"15MNETH L LONG,, PES 00'
ROEGISTERED PROFESSIONAL LAND URVEYOR
REGISTRAT70N NO. 16916
Z.
16916
$.I:jo
DPW& 5-25-19M
-.?-- 7-71
DA TE
IN ACCORIJANCL-' wi-rif RCW 58-08,040.
ANY llL-*jtS(jj4 RECORDING A PLAT AFTER
TREASUREROS CERTMICATE MAY 31st "OUST PAY �,J)VANCE TA.XES
FOR TI-M- NEXT XLAR.
I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE
LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN. ACCORDING TO THE
BOOKS AND RECORDS OF MY OMCE, HAVE BEEN FULLY PAID'� AND
DISCHARGED, INCLUD114G -1-22E TAXES. SEPr- 14.,19'?7
BOB DAN TINI
TREASURER, SNOHOMISH COUNTY
BY- /9,9;:p
DEPUTY TREASUREA SNOHOMIS14 COUNTY DA TE
BY. d. w Laj,.n
DEPUTY TREASURER, SNOHOMISH COUNTY
AUDITOR'S CERTIFICATE
i ce #%
FILED FOR RECORD AT THE REQUEST OF KENNETH L. LONG, THIS DA Y OF'
5LQffgMbel( - , 1997, AT----aS--- MINUTES PAST - M., AND
RECORDED IN VOLUME I OF PLA TS, PAGES --- THROUGH
- . , RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
BOB TER WLLIGER —D
AUDITOR, SNOHOMISH COUNTY
By.. oL
DEI U- AUDITOR
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A.F. NO. I. -I Cf
'LAT 0 W% mm A �L 'a CE
NE 114, SE 114m SEC.25.,, T.27N. R. 3Ej W. M.
-2708 P-96-140 96-058—C 1 OF 6
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r-i.AT OF BELLA PLACE NO. P=96=140
CITY OF EDMONDS, SNOHOMISH COUNTY, WA$HINGTON
0
DECLARATION OF
COVENANTS AND
SUBDIVISIONo
CONDI77ONS
DEDICATIONS,
(commm)
X SUBJECT TO EASEMENT AND CONDITIONS FOR INGRESS, EGRESS AND
UTILITIES RECORDED UNDER AUDITOR'S FILE NO.'S 179863 AND 1946697.
X1. SUBJECT TO EASEMENT AND CONDITIONS FOR INGRESS, EGRESS,
MAINTENANCE AND LOCATION OF UTILITIES RECORDED UNDER AUDITOR'S
FILE NO. 1104350.
XII. SUBJECT TO EASEMENT AND CONDITIONS FOR INGRESS. EGRESS,
MAINTENANCE AND LOCATION OF UTILITIES RECORDED UNDER AUDITOR'S
FILE NO. 1104351.
X111. SUBJECT TO EASEMENT AND CONDITIONS.FOR SANITARY ANDIOR STORM
SEWER LINE RECORDED UNDER AUDITOR'S FILE NO. 1982429.
XIV, SUBJECT TO EASEMENT AND CONDITIONS FOR ELECTRIC TRANSMISSION
AND DISTRIBUTION LINE AND APPURTENANCES THERETO RECORDED UNDER
AUDITOR'S FILE NO. 8208040194.
XV SUBJECT TO EASEMENT AND CONDITIONS FOR UNDERGROUND ELECTRIC
TRANSMISSION AND DISTRIBU77ON LINE RECORDED UNDER AUDITOR'S FILE
NO. 820804019Z
XVf- SU13JECT TO EASEMENT AND CONDITIONS FOR ELECTRIC TRANSMISSION
AND DISTRIBUT70N LINES AND APPURTENANCES THERETO RECORDED UNDER
AUDITOR'S FILE NO. 8312070176.
XVfh- SUBJECT TO RESERVATIONS ANDIOR EXCEPTIONS FROM SNOHOMISH
COUNTY TREASURER RECORDED UNDER AUDITOR'S FILE NO. 793011.
XVIII. SUBJECT TO TERMS AND COND177ONS FOR COMMON DRIVEWAY MAINTENANCE
AGREEMENT THEREOF RECORDED UNDER AUDITOR'S FILE NO. 909180456.
IXX. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RIGHTS AND
EASEMENTS CONTAINED IN BOUNDARY LINE ADJUSTMENT LL-96-18 AND
AP-96-51 RECORDED UNDER AUDITORS FILE NO. 9607180381.
XX SUBJECT TO TERMS AND COND177ONS OF SANITARY SEWER EASEMENT
RECORDED UNDER AUDITOR'S FILE NO. 8204280207.
XXI. SUBJECT TO EASEMENT AND CONDITIONS FOR UNDERGROUND ELECTRIC
FACILITIES RECORDED UNDER AUDITOR'S FILE NO. 9212060197.
X.VI. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RIGHTS AND
EASEMENTS CONTAINED IN SHORT PLAT NUMBER 177(8-22) RECORDED UNDER
AUDITOR'S FILE NO. 8212130181.
XXIII. SUBJECT TO POWER OF ATTORNEY IN THE NATURE OF*A COVENANT
RECORDED UNDER AUDITOR'S FILE NO. 8212270159.
DECLARATION OF SrJBDIVISION,
COVENANTS AND comnTIONS
DEDICATIONS,
(comwm)
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 M774 THE ORDINANCES AND REGULATIONS
OF THE CITY OF EDMONDS AND SUCH PERSONS ARE SPECIFICALLY GIVEN THE
RIGHT TO ENFORCE THESE RESTRIC77ONS AND RESERVATIONS BY INJUNC77ON
OR OTHER LAWFUL PROCEDURE AND TO RECOVER ANY DAMAGES RESULTING
FROM SUCH WOLATIONS.
IN WNESS WEREOF, WE SET OUR HANDS AND SEALS THIS
DAY OF 25�01 E14--?--- 1997.
0"" C - . . (Abi. - -
6FARLES R. WARNER qLORNDA �MWARNER ! '
CLARANCE DEo4ftL ROYCE,6K;Ct8 CYN'THIA Ad. ROYCE
C. DEARL ROYCE
(,-7 ",--e z a"— ,� � - , .
dH-RISTOPH6f L. WOLFE eol TONNIE H 40IFE1
GREAT WEjXRN BANK, A FEDERAL SAWNGS
BANK DBA SIERRA WESTERN MORTGAGE
COMPANY
WCE PRESIDENT
TI TLE
BY.-. A VP MANAGER
WASHING*FOrUTUAL BANK TI TLE
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 -5-th--
DAY OF 1997.
ENGINEER, CITY OF EDMONDS
EXAMINED AND FOUND TO BE IN CONFORMANCE WITH THE APPROVED
PRELIMINARY PLAT AND IT'S CONDITIONS OF APPROVAL. RECOMMENDED
APPROVAL TO THE EDMONDS CITY COUNCIL THIS DAY OF
f - 199Z - -
CITYILANNEO, CITY OF EDMONDS
THE EDMONDS CITY COUNCIL, MEETING IN REGULAR SESSION, APPROVED
THE PLAT OP BELLA PLACE ON THE Z5- -t4— DAY OF
. —A-yi7-'--0A*,6Z4-, — , 1997.
MAYOR, CITY OF EDMONDS
A TIES T.-
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NE 1/4.4 SE 114, SEC.25., T.27N. R.3E. W.M.
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 * PH. L425) 356-2700 * FAX. (425)356-2708
P-96-140 96-058-C , 2 OF 6
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ACEVOWLEDGMENTS
STATE OF WASHINGTON ) ) Ss..
COUNTY OF SNOHOMISH)
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CHARLES
R. WARNER AND LORINDA U. WARNER, HUSBAND AND WIFE, ARE THE
PERSONS WHO APPEARED BEFORE Mt. 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 INSTRUMEN T.
DA TED:
q-5-97-
OFFICIAL SEAL
TERI L QUALLY
Notary Public
State of Washington
my wumbow E*Uft 12-WIM
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 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CLARANCE
DEARL ROYCE, AKA C. DEARL ROYCE AND CYNTHIA M. ROYCE, HUSBAND
AND W!FE� 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
MENT10NED IN THIS INSTRUMENT
DA TED: q- 3 -ci -7
OIFFICIAL Sm
TERI L QUALLY
Notary Public
Swe ot Wamington
My.Ccmm%d=Ww12-21�2000
wood
TERI L -QUALLY
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTE0
�.12-29-2000
MY APPOINTMENT EXPIRES.
STATE OF WASHINGTON ) ) Ss.
COUNTY OF SNOHOMISH)
I CERTIFY THAT I KNOW OR HAVE SA77SFACTORY EVIDENCE THAT CHRISTOPHER
L WOLFE AND TONNIE H. WOLF& HUSBAND AND WIFE, ARE THE PERSONS
WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY
SIGNED THIS INSTRUMENT, AND ACKNOKEDGED IT TO BE THEIR FREE AND
VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THIS
INSTRUMENT.
DA TED: -7
OFFICIAL SEAL
TERI L QUALLY
Notary Public
State of Washington
My CommimW E"m 12-29�-2000
0,
TERI L QUALLY
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., 98204 * PH: (425) 356-2700 * FAX. (425)356-2708
ACEVOWLEDGMENTS (Comm=)
STATE OF WASHINGTON ) ) SS.
COUNTY OF SNOHOMISH)
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
CRAIG BRAND 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 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: ?—q- -1
OFFICIAL SEAL
TERI L. QUALLY
Notary Public
State of Washington
LV C4mmWo E*Iras 12-20-20M
62a
al(,
TERI L QUAUY a
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
,z- 12-29-2000
MY APPOINTMENT EXPIRES.
STATE OF WASHINGTON
Ss.
COUNTY OF SNOHOMISH)
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
GEOFFREY At. 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 THE 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 MEN77ONED IN THIS
INSTRUMENT.
DATED: 9-3 -q -7
OFFICIAL SEAL
TERI L QUALLY
Notary PublIG
SWO of WashIngton
my commbw E*rn 12-29-2=
TERI L QUALLY
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES: 12-29-2000
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LEGAL DESCRIPTION
PARCEL 1:
PARCa A:
THE SOUTH ft5 FEET OF THE NORTH 235.5. FEET OF THE WEST THREE TENTHS OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF ON
SEC71ON 25, TOKNSHIP 27 NORTH. RANGE 3 EAST, WAI., IN SNOHOMISH COUNTY, WASHINGT
STUATE IN THE COUNTY OF SNOHOMISK STATE OF WASHINGTON.
PARCEL B:
AN EASEMENT ACROSS THE WESTERLY 15 FEET OF THE SOUTH 120 FEET OF THE NORTH 150 FEET
OF 7W 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 SNOHOMISK STATE OF WASHINGTON.
PARCEL 2:
PARCEL A:
THE SOUTH 9Z50 FEET OF THE NOR774 445 FEET OF THE KEST DIREE 7EN7HS OF THE
NORTHEAST QUARTER OF 714E NOR7HEAST QUARTER OF THE SOUIHEAST QUARTER OF
SEC77ON 25, TOKINSHIP 27 NORM RANGE 3 EAST, WM., IN SNOHOMISH COUNTY, WASHINGTON;
EXCEPT ANY PORTION THEREOF LYING WITHIN THE PLAT OF BETHORIA TERRACE NO. Z
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLAM PAGE 95, RECORDS
OF SIVOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISK STATE OF WASHINGTON.
PARCEL B.
AN E&SEMENT FOR INGRESS AND EGRESS OVER THE WESTEI&Y 15 FE]ET OF THE NORTH 245 FEET
OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARIFJ? OF
SAID SEC71ON 25;
EXCEPT THE NORTH 30 FEET THEREOF FOR 220TH STREET SOUINKST,- AND
TOGEDER MTH AN EASOWENT FOR INGRESS� EGRESS AND THE INSTALLA7700, OPERABON AND
MAJNTENANCE OF U77LJTIES OAR, UNDER, ACROSS, THROUGH AND UPON 774E KEST 20 FEET OF
THE HEREINABOVE DESCRIBED PARCEL J.
PARCEL 3.-
PA RCEL A:
THE SOU7H 102.50 FEET OF THE NOR7H 34Z50 FEET OF THE WEST INREE TENTHS OF THE
NORINEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SEC17ON 25, TOWNSHIP 27 NORTH, RANGE 3 EAST. WM-, IN SNOHOMISH COUNTY, WASHINGTON,'
EXCEPT ANY POR77ON THD?fOF` LYING WITHIN 'THE PLAT OF'BE7HORIA m?RAcE, Na z'
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLA M PAGE 95, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON,
ALSOL THAT POR71ON OF THE WEST 7HREE TE747HS OF THE NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SEC71ON 25. TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.-
IN SNOHOMI.SH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
BEGWNING AT A POINT 2315 FEET SOUTH OF 7HE NORTHWEST CORNER OF THE WEST THREE
TEIVTHS MEASURED ALONG THE 14ESTERLY BOUNDARY THEREOF.-
THENX 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 NOR7HEAST CORNER OF SAID WEST THREE TENTHS ON THE EAST BOUNDARY OF
SAID WEST THREE TENTHS�
THENa NORTH, ALONG SAJD EAST BOUNDARY Z85 FEET TO A POINT 2.35.5 FEET SOUTH OF THE
NORTHEAST CORNER OF 7HE WEST THREE TEN7K
THENCE WSTERLY TO THE POINT OF BEGINNI . NG PER CITY OF EDMONDS BOUNDARY LINE:
A0JJS7MENT RECORDED UNDER RECORDING Na9607180381;
I .
SITUATE IN THE COUNTY OF SNOHOMISK STATE OF WASHINGTON.
PARCEL 8:
AN EASOWENT FOR INGRESS AND EGRESS OVER THE WESTERLY 15 FEET OF INE NORTH 245 FEET
OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SAID SEC77ON 25, TOWNSSHIP 27 NORTH, RANGE 3 EAST, WAI.;
EXCEPT THE NORTH JO FEET THEREOF FOR 220TH STREET'SOUTH WEST,
AND EXCEPT THAT POR77ON LYING WITHIN THE MAIN TRACT.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL 4:
LOT Z BLOCK Z PINE ACRES� ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME lj OF pLAM PAGE 64 RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOA4159 STATE OF WASHINGTON.
PARCEL 5:
THAT PORTICN OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF
THE SoUlHEAST QUARM? OF SEC77ON 25, TOWNSHIP 27 NORTH, RANGE J
EAST, W.M., W SNOHOMISH COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHKEST CORNER OF SAID SUBDIWSION:
TH&VCE SOUTH 8818'59" EAST ALONG THE SOUTH LINE OF SAID
SUBDIWSION, A DISTANCE OF 196-25 FEET TO THE KEST LINE OF BETHORIA
TERRACE Na Z ACCORDING TO 714E PLAT 7H&?ECF RECORDED IN VOLUME 20
OF PLA IS; PAGE 95, RECORDS OF SIVOHOMISH COUNTY;
THENCE NORTH 0-52#Jl* EAST ALONG THE ft-ST UNE OF SAID PLAT A
DISTANCE OF 141.50 FEET TO THE TRUE POINT OF BEGINNING;
I
THENCE CON77NUING NORTH O-52-JI- EAST, 77.00 FEET TO A POINT ON
THE SOUTH LINE OF THE NORTH 445 FEET OF SAID SUBDiWSION;
THENCE NORTH 861745* WEST PARALLEL, WITH 714E NORTH LINE OF SAID
SUBDIWSfON A DISTANCE OF 110-01 FEET.
THENCE, SOUTH 0#52#310 WEST, 77.00 FEET;
THENCE SOUIH 88*17*45* EAST, liaol FEET TO THE TRUE POINT OF
(ALSO KNOIW AS LOT 8 AS DEUNEATED ON SHORT PLAT NO. 177(8-82)
kECokED UNDER RECORDING NO. 82121JOI81, RECORDS OF SNOHOMISH
COUNTY., WASHINGTON.)
TOGETHER WTH A QUARTER INTEREST IN THE FOLLOMNG DESCRIBED PRIVATE
ROAD; �
THAT POR71ON OF THE NORTHEAST QUARTER OF THE NOR7HEAST QUARTER OF
THE SOUTHEAST QUARTER OF SEC77ON 25, TOWNSHIP 27 NORTH, RANGE J
I
EAST, W.M., W SNoHoAjjqj COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS'
I
COMMENCINC A THE SOUTHKEST CORNER OF SAID SUBDIV!SfON,
THENCE SOUTH 88181598 EAST ALONG THE SOUTH LINE OF SAID
SUBDIV!SION A DISTANCE OF 140.47 FEET TO THE TRUE POINT OF
BEGINN�NQ
THENCE, CotjI7NUjNG-- -SOU714 8818'59* EAST, 4a5J FEET TO 174E WEST
MARGIN OF 93RD PLACE KEST AND A POINT ON A CURVE AT *41CH POINT
THE RADIAL CENTER BEARS SOUTH 89-10#304 EAST, 131.60 FEET DISTANT;
THENCE NORTHEASTO&Y ALONG SAID KEST MARGIN OF 9JRD PLACE WEST
'ON A CURVE TO THE RIGHT, THROUGH A CENZIM ANGLE OF 13109108",
AN ARC DISTANCE OF JO.21 FEEn-
THENCE NORTH 88'78#59* WEST, 51.54 FEET TO A POINT OF CURVAIURQ
THENCE NORTHWESMXY ALONG A CURVE TO THE RIGHT HAWNG A RADIUS OF
25.00 FEET, THROUGH A CENTRAL ANGLE OF 89*11*30", AN ARC DISTANCE
OF J&92 FEET TO A POINT OF TANGENCY;
THENCE NORTH 0-52'31* EAST, 86-88 FEET. -
THENCE NORTH 8877'45" WEST, 30-00 FEET'
THENCt SOUIH 0-52'31* REST, 30.00 FFET-
THENCE NORIH 8817-45- WEST, 30.00 FEET;'
THENCE SOU TH 0*52'31* WEST, 20.00 FEET;
THENCE SOUTH 8817'450 EAST, 30.00 FEET;
THENCE SOUTH 0-52'310 WEST, 37.31 FEET TO A POINT OF CURVATURE'
THENCE SOJTHEASTERLY ALONG A CURVE TO THE LEFT HAWNG A RADIUS OF
A
.55. 00 IFEET THROUGH A CENTRAL ANGLE OF 8911'300, AN ARC DISTANCE
OF j5.62 FEET TO A POINT OF TANGENCY AND THE TRUE POINT OF
ammmra
TOGE[HER W17H AN EASEMENT FOR INGRESS AND EGRESS AND FOR
INSTALAITON, OPERA17ON AND MAJN7ENANCE OF U71UTIES OWR. UNDM
ACROSS. THROUGH AND UPON THE. REMAINING 314 INTEREST W THE ABOVE
DESCRIBED PRIVATE ROAD.
I
SITUAT IN IHE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVEREM WA., 98204 * PH: (425) 356-2700 * FAX: (425
D.
PARCEL 1
PAR CEL 3
PARCEL 2
ARCEL
5
DETAIL OF PARCEL LOCATION
NOT TO SCALE
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PLAT OF BELLA PLACE NO. Pm.96=140
NE 114s, SE 1 .25, T.27N-j, R-3E-v W.M.
NW COR., NE 114, SE 114 CITY OF EDMONDS9 SNOHOMISH COUNTY, WASHINGTON
220TH ST. SW- WEST 3110THS PLAT MON.
NOT FWD.
N 88*53230 W N 88*52480 W
9
L6 440.00(CXPA) 214�69(C)CPA) 19186(c) .......
46.8;(872); 310.89(Ai)
FND. 3m BRASS DISK
r EAST lf/4 CORNER
IN 5- DIA. CONC.
FND. 440 CONC. AlON/CASE
71
np v . MONICASE W1 -Xo W1 INVERTED NAJ, 1.4' DOW
FND 4x 40 CONC. AlON/ i� tq DO
/ 1 1 1-Z N r, WN 0.2' .'1 (SEPTEMBER 19.96)
CASE W1 BRASS BUTION' CL 1.
1 ��/ C4 (SEPTEAlBER 1996)
N C,4
DOWN 1.3' (SEPIEWBER 1996) r*-
<1 CL 1+14
20'
r W LINE PLA T OF
z I :t
r,: r,,: N 88ZY2r W
BETHORIA IERRACE NO. 2
195.15
Z *EST 15'
92.00(?A)
92.01(C)
88-58-27-W(CXPA)
Lor '15
Lor 4
Q a.
NN
ch
T,
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lu
N 8824'16* W
194.88
Sm
leg
N 8853'230 W
og
cm
40
----------------- I--
Z
.30 BRASS USK 221ST ST. SM
N 89-37'32' E 7t IN 5* DIA. CONC.
(9 N 88W'23* W I ----------
101. 16 UONICASE W1 PUNCH
j L8
S DOW 0.4'
fqEPTEMBER 1M) Fwn 5'DIA. CONC UONICASE
OF 1-1/r"
NO DISK,
110.01 HOLE IN CUM!
BBW'250 W (SEPTEUBER 1996)
LEGEND
0 SET 518-x 24- REBARICAP VIS 16916
xSET CONCRETE NAIL MTH
FLASHER WSI 16916
SET AdONUMENTICASE %9 16916
0 FOUND REBAR11RON PIPE (I-P-)
(9� FOUND AlONUMENTICASE
0-0-oo FOUND SECTION 114 CORNER
FOUND SECTION CORNER
MONUMENT NOT FOUND
(C) CALCULATED
(U) UEASURED
(PC) PINECREST, VOL Q� PG. 55
(M) BETHORIA TERRACE NO. Z VOL 20, PG- 95
(SP) SHORT PLAT NO. 177(8-82)
(PA) PINE ACRES, VOL 13, PC- 63
- PROPERTYLINE
ci
646 1 @p SCALE. 1 100'
&g)i IS�
PLAT
E. LINE
K OF PINE ACRES 200
FND 30 BRASS DISK 60 100
MERIDIAN: PLAT OF PINE ACRES
IN 50 DIA. CONC.
SE COR. NE 1 4. A-
UONICASE WTH HE 114, SE 1/� VOL 13 OF PLATS, PC. 63, SNOHOAIISH COUNTY- W
NO MARK. USED HOLE WIS OF BEONGS. EAST LINE OF PLAT OF PINE ACRES
0 MEASURED
(SEPMWBER 1996)
FND r BRASS DISK Ku IbA
IN 5* DIA. CONC. go IV
CL A#ON/lCASE u
lbA
A (SEPTEAdBER 1996) le
2t X
Ila r
LWE TABLE
z
SW COR. NE 114, SE 114 SE COR. PLAT OF PINE
ACRES ON SLW%lSfON LINE
S W-56-27- E HELD (PA)
440.00(,Cg A 21&62(P)
.......... ..............
655.62(CXPA) 65& 1 7(PC)
9-
FND. 1-112' I.P. W1
LEAD & TACK IN CASE,
1.2- DOWN (SEPTEliffER 1996)
6
99 SOUTH, EVERETT, WA., 98204 * PH.- (425) 356-2700 * FAX.-
wEsTERN SURVEYORS INC., 13000 HWY
-2708
654.
cv I
NO.
BEARING
DISTANCE
Ll
S
88*56'27 '*
E
20.00
L2
N
OO*26p27'v
E
7.85
L3
N
00*14 '420
E
9.50
L4
N
00*14'42"
E
30.00
L5
N
00*50'490
E
28.48
L6
N
88*53*23"
W
20.00
L7
S
00*27*020
W
35-00
L8
-S
89*32'580
E
30-00
L9
N
00'26'27w
E
76.81
- - ..� 4 fo ex, 4 I'd
SE
w
UEM
c"l-
(ONICASE
W/ -K-
BER 195%)
A.F. NO. Ly
LAT OF BELLA PLACE
R 3E --W.M.
114t SE 114t SEC.25., T.27bT? , 11 .0
D-96-140 96-058-C 5 OF 6
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CASE W1 BRASS BUTTON
DOW 1.3' (SEPTEWBER 1996)
21169(C)
io' uIvTY EAWANT
SFR 1.2'(W)
9--r# 14
.. .... ..... I I , , (w)
CAI i �1,3 El I
NOTE
EASEMENT FOR INGRESS, EGR=
DRAINAGE AND UTILITIES OVER
UNDER, ACROSS AND UPON
947H PL W. (A PRIVATE ROAD) - -----------
SFP
(p) 5 -% ,
L-0-r
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2.1
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8,197 SF 8'&U SF r &"2 -W
"I
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go 6sw
6425'
6100'_
SPED L
PLAT OF BELL,A PLACE NO. Pm=96=140
NE 114v SE 1 625,9 T-27N-v R.3E.p W.M.
rTTv nF Rl MONDS. SNOHOMISH coUNTY, WASHNGTON
I
C UR VE DA TA:
W.
DEL TA RAD I US LENGTH
-35.00
6-17".-10-9'28'16'
66.87
AC2
41 *50'590 35.00
25.56
C3
2500321' 35.00
15-31
C4
24 *32'46* 35.00
14-99
C5
24*46'04' 35.00
15. 1J
C6
-25*19'490 35.00
15.47
C7
'-..60'52'38* 25.00
26.56
C8
ag* I 1 '30" 25.00
38.92(SP)
C9
89 *11 `JOw 40.00
62.27(SP)
CIO
89*11'30* 55.00
85.62(SP)
LIM DA TA:
W.
BEARING D I STANCE
LI
N 88*53230 W
15.00
L2
IN 88*5J'23' W
15.00
LJ_ N 88*5323' W
45.52
L4
N 00 ' 14 '420 E
43.00
L5
N 88*53'23* W
46.43
L6
S 88*5323" E
30.52
L7
S 88*53'23" E
15.00
L8
N 39'36'13' W
28.62
L9
N 80*07'220 E
10-82
L10
S 88*53'230 E
19.12
LIl
N 88#5323' W
40.00
L12
N 0002627v E
10-00
L14
N 00*26'270 E
15.50
L15
N 69*19*20" E
35.00
L16
N 49*50'56" E
25.00
220TH S76. 8'�, W. PLAT AIONUAIENT
NOT FOUND
N 88W*23" W 556.24
19 & 6 %1% vry 146.89(CX872)
--------------
91.86UC
76,86 Ll L2 1 1801
N
i;49&v SF oARA-ci-- CITY OF MON
. r.-N-9MI SF Ki DS (o
Its
9406 0 IRS i
ti 1 ESA47 FOR INGROS &
*EMLY 15, OF THE SOUTH
3. rl 120' OF THE NORTH 150'
OF NE 114, NE 114, SE I/
Z
L6 I L7
ix aLw
SH S 88Wb- E 9& 5(c) 16) 400 FN5.
92.62 87.53
i2
L5 z 1107.62
r
7-11 L,.-IO'U771ITY EASDMVr r__
I' UTILITY EASMENT-"i p74 7
I J%k
% G1111,14,611 SF
N-MO30 SF 1 8,060 SF
2 1 L
Va 1, k IN -Ivy
196 SF .8 L_� ---------- 4
I i
Ra000 SF
L 7--172.201-
too aw
8pwlml E__ 0.9-(w)
N 8858'27w W -63'(E)
it 1%
6' WOOLD FENCE ra 150,
L - - - - - - - - J E 6&02
9 -zip
oiir( 65.01 Lio 4 h 88w pj:-
N WW23
51 wM1.0 FENCE 6' W000 FENCE RI
A
C14 00
OR
221-94
SF----------- -
1110.01
10, Sm
E. LINE PLA T %f- N 8rjS250 IN
OF' PINE ACRES 10"ZIRMAGE EW"T
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51.54(sp)
C9 -- - - - - - Aj
CI& 49. ld(SP)
A C= To 93W PL w. FM 3* BRASS f
rV77r%l"M%,r,%nev rxrry 402Ann UWV 00 CATT"M FVFPF7T WA__ 9,19204 * PH. (425) 356-2700 * FAX
- - - - - - - - IN 5 DIA. CONC
MONICASE
(SEPRUBER 199
il -,* 71).q
me
FND. J* BRASS D(W
IN 5' DIA. CONIC.
MONICASE W1 Y
DOW 0.2'
(SEPTEAIBV? 1996)
LEGEND
0
SET 518*x 24' REBARICAP W-9 16916
xSET
CONCRETE NAIL MTH
FLASHER WSf 16916
SET STANDARD AdONUAdENTICASE
WSI 16916
1,10NUM04T NOT FOUND
0
FOUND REBAR11RON PIPE (I.P.)
FOUND MONUAIENTICASE
pp�
FOUND SECTION 114 CORNER
FOUND SECTION CORNER
(C)
CALCULATED
(P)
PLA T
(A4)
AlEASURED
(BT2)
BETHORLA TERRACE NO. 2
(SP)
SHORT PLAT NO. 177(8-82)
G
GROSS AREA
N
NET AREA
SF
SQUARE FEET
PROPERTYUNE
FENCE LINE
NOTES:
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
t*IOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
UNNAMED THIRD PARTIES WTHOUT EXPRESS RECER17FICATION BY THE LAND
SURVEYOR.
2.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS�
OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS
EXPRESSED OR IMPLIED.
3.) LOT 9 IS INCLUDED FOR PURPOSES OF CONVEYING LAND. LOT 9
IS FULLY DEVELOPED WTH IT'S OWN ACCESS AND DRAINAGE.
CONVEYANCE OF THE LAND MU NOT IMPACT ANY BUILDING SET
BACK REOUIREMENTS NOR V#lU IT INCREASE THE PERCENTAGE
OF DEVELOPED AREk
4.) BUILDING SETBACKS LINES ARE TYPICAL (TYP-)
�-RONT YARD 25'(TYP.)
SIDE YARD 7.5 (TYP.)
BACK YARD 15'(TYP-)
FND 3' BRASS DISK
IN 5" DIA. CONIC.
MONICASE W1 PUNCH
DOW4 0.4'
(SEPTMBER 1996)
FND J* BRASS DISK
IN 5' D(A. CONIC.
AlONIr" WZH
NO WRK. USED HOLE
0 kEAMRIED it
(SEPIRBER 1996)
A.F. NO.
--PLAT --OF BELLA PLACE
NE 114,
SE 1140 SEC.25p T.27Np R.3Ep W.M.:
P-96-140 96-058-C 6 OF 6
C�j s 3 — 5rrL----
?C)ZZ qG�� PL-0
q,� , � c�q
SWED-190
ACT 2 4 1997
SoTH79". ETRU
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