22012 94TH PL W.PDFIIIIIIIIIIII
9220
22012 94TH PL W
.N 0 V — 1 0 7 9
HEIGHT CALC.
AvF,kAGE Gf;PAE)E c 100'
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..MAX= I
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ELEY.-
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77777
LOT.,*:
STREET
0 AIPEA'. S 164 5
T
PLAN JEFFEF��Ot�
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:1-:
A15DRESS
PHONE
TAX
LECAAL DE5CR!PTION:
I
XI I
Ed
m
ELEV.alOO'k
DL
ELEV.wloo'
SEE APPROVED PLAT MAP
FOR UTILITY 6TU5 OUT$
A R C H I p . 0:2
BUILDIff
NOV 10 199
z I
PATE: 10/1161
A-app le -4svociates
, r6
A h.itects
13400 Northup Way East. #33
Bellevue, Wa. 98005
tet 206-:041-5320
fax 206-041-5318
PLANNING DATA
NAME: Co5 J�,-/C. I"
SITE ADDRESS:- 2,Z0 12, 9� -1k -DATE: 101�(,Izqf7
ZONING: 12 � —9 PLAN'CHK#: �� �q3
PROJECT DESCRIPTION: AJ(2J sr e ST , REET FILE
CORNER LOT--/ X/0
(Yes/No) FLAG LOT -(Yes/No)
SETBACKS:
Required Setbacks:
Front: 2 � Left Side: -7 Right Side: Rear:
Actual Setbacks:
Front: 31 Left Side: Right Side: Rear:
Street map checked for additional setback required? (Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
LOT COVERAGE:
Maximum Allowed: Actual-
B UILDING HEIGHT: I /I �_&/ / 5
Maximum Allowed: —Actual Height:
Datum Point: PjbjjU"j CAV_ Datum Elevation: / 00
A.D.U. CREATED?:
1 0
SUBDIVISION: /341o, L(—
CRITICAL AREAS #: lez t"I � wm_
SEPA DETERMINATION:
LOT AREA:
OTHER:
Plan Review By: jmohj
cAfi1es\pemiffp1andaLdc,c
NOV-10-197 SUN 1M:3:B KAPPL—ER ASSOC
I— go
�4EIG�4T C:ALC:. 5EE 4f=fmFROVEC) FL,4T't
AC 100' FOR C)R,41NAGE 4NO
B 100' EfRfR0510N CONTfROL
100' N86d5 '23'W 45.531
D2 00,
AVERAGE GRADE= 100'
ACTUAL z 124.5'
MAX = 12 5'
DATUM POINT +100
MONUMENT C45E
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ELEV.:100',
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ELEV.=100'
EXCAVATION AND GRADING
ACCEPTABLE
0"X(oI!X3' DEEP APPROX.
N-12 ADS EXdA'V�4TION FOR FOUND.
t
Sch 40 PVC EaUAL5 255 YARDS TO BE
SDR 35 (ASTM D303 ACK FILLE0 AND 015PERSED
§VER L.O-T-FOR-FIN15HIED GRADE
DRAINAGE AND EXCAVATION
51TE PLAN
S�ALE N2
6CODIVISICN BELLA PLA
F-LA
0: 2
STREET ADDRESS:
lu
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cp
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5— A RCH I p . 03
NOV 10 199*/
Fvo-,* lv6
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A�� I
FlAE
J05 �- JY1040
PATE; 10/M/Si
LOT, AREA S.F.
"t irappler .4ssociates
PLAN o, -jFF:r-ERSoN woop-a Architects
NATHAN CONSTRUCTION
ADDRESS ;
FPCNE - 111-1210) 1340D Northup Way East, #33
Bellevue, Wa. 98DOO
TAX tel 206-641-5320
LEGAL DESCRIPTION: 1-641-5318
i
NOTICE,
TV[,
The -information shown on the attached
piled for use by the UtY 01
MaP(S) was COM '
Edmonds/ its Empl-oyees and Consulta ' nts.
Th,.e City of 'Edrn.onds does. not. warrant the
accuracy of anything set for.th on these
M a p ('S*'). A n . y person or entity -requesting a
copy should conduct an -independent
'ation shown-c
inquiry regarding the info'rm
tFi-�� -map(s),, including, but not Jimited to,
-er stub shown. SU(
the lotation of any sew
sewer stubs may or may- not exist and ma�,
t at the location shown
or may not exis
Neitheir the City of Edmoincl-Al -,s/ nor its
e M pj 0-y e e-S 0 -r o ffi -c e -r s -s h- a [ I b e 11 a. b-'Fe f 0 r
information given on this map(5), nor for
Ided based
any one representation prov
upon said map(S'.
CITY OF EDIVIONDS
USE PERMIT
ZONE NUR Is 0 6 (0
CONSTRUCTION PERMIT APPLICATION
joB SUITE/APT #
ADDRESS
94;r h4s r-
OWNER NAME/NAME OF BUSINESS
Lu
Z
r
0
77y\C
LEGAL DESCRIPTION CHECK
SUBDIVISION NO.
L
LID NO.
MAILING ADDRESS
(1-1 9-Z_ 4�_=Amtyy &-te- 21p
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING REQUIRED DEDICATION
PROPOSED Vji
TESCP Approved 11
RW Permit Required f5-
Street Use Permit Req'd 0
Inspection Required 43-
Sidewalk Required Cr
CITY
ZIP TELEPIJONE NUMBER
Wa CPA71 k42;Sr-_7:7L-1
NAME
IOU
<
METER SIZE
LINE SIZE
V Al"Mly-
i7_
ij>' Vi
NO. OF FIXTURES
PRV REQUIRED ui
YES NO 0
'A
ADDRESI I
-
REMARKS OAJ PA P i-, V, ez",91
ui
Lu
CITY zit TELEVHONE NUMBER
Na CjUhtS7.
P_ 9�_ Wo Z.
N AME
M
A, G_A\Ck_A Ctws4a 0y%:a:0 Q_
(717v%4,� g-W f
,I. kVL.I; p, ( % J-,wr cl
ADDRESS
ENPXG MIYA? DATED RSIEWEDBY
2
Z
8
cl-I q-Z, eA Ai lk" k 2,N\^ �1�
CITY ZIP
q
T�LEPHO$E NUMBER
IRE MEMO DATED REVIEWED BY
tri
STATE LICENSE NUMBER EXPIRATION DATE
�W'v -,o'AC_7T_rnq VNA) :0S--LZ
VARIANCE OR CU
AQBI�
SH?P�LINE #
Legal Description of Property - include all easements
SEPA REVIEW
COMPLETE EXEMPT
EXP
SIGN AREA',
ALLOWED I PROPOSED
HEIGHT
ALLOWED I PROPOSED
Z
Uj
t:
LOT COVERAGE
ALLOWED PROPOSED
REQUIRED SETBACKS (FT.)�
FRONT SIDE REAR
PROPOSED SETBACKS (Fr.)
FRONT UR S DE REAR 0
Z
Property
Tax Account! ,M-
Parcel No. Ts', J
q,::,LOT RE
P�ANNING REW&W BY
NEW* RESIDENTIAL :PLUMBING/MECH
REMARKS . .....
COMPLIANCE OR
'El
EIADDITION D...COMMERCIAL CHANGE OF USE
APT.,BLOG.
11 REMODEL El SIGN
HECKED BY
TYPE OF CONSTRUC
- :yWION
ICO D
V
GoAlg
Z
0
,A 1N
G7
F] FENCE
11 REPAIR 1K CYC ( x -FTY'
DEMOLISH WOODSTOVE SWIMPOOL
El INSERT E] HOTTUB/SPA' .:
F71GARAGE RETAINING WALL/
L-j CARPORT ROCKERY RENEWAL
SPECIAL, INSPECTOR.
:REQUIRED
0 YES
_
7,
OCCUPANT
LOAD
REMARKS
PROGRESS'INSPECTIONS, PER UBC 108 3
��PE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
'o
1AH6,J11
�A,2
L04
U
0
Co
0
NUMBER NUMBER -OF I
OF DWELLING
STORIES UNJTS:�.-
CRITICAL
AREAS
N U M B E R - qw
Zim -
DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN)
SPECT10KRIE'O UIIRED�
Z.
Z-VI-smeE ZO/0
'YALUATION
FEE
1A 167 2- y
FEE
BUILDING
t, 2477
HEAT SOURCE:
GLAZING 1G7. IS
I
PLUMBING
i
Plan Check No. Cf -/ - :�?o
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any Construction on the public domain (curbs, sidewelks,
STATE SURCHARGE
14
driveways, marquees, etc.) will require separate permission.
Permit Application: 180 Days
Permit Limit: I Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE FEE
30
-
"Applicant, on behalf of his or her spouse, heirs, assigns and
ENG. INSPECTION FEE
30
U)
successors in interest, agrees to indemnify, defend and hold
harmless the City of Edmonds, Washington, its officials,
i
employees, and agents from any and all claims for damages of
ir
5
whatever nature, arising directly or indirectly from the Issuance
of this permit. Issuance of this permit shall not be deemed to
PLAN CHECK DEPOSIT
modify, waive or reduce any requirement of any city ordinance
TOTAL AMOUNT DUE
0
X
nor limit in any way the City's ability. to enforce any ordinance
provision."
/15 11.9
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
acknow ged ' space provided.
7 ;�
r DATE SIGNED
SIGN j R5 JOWNER OR ��g�N
DEPARTMENT
- a
7 , �T
WJ�24- -7
CITY OF
OFF1 G DATq
EDMONDS
ATTENTIbN
CALL FOR
RKLEAS6 BY- DITE-
INSPECTION
ym Z
IT IS UNLAWFUL TO U OR OCCUPY A BUILDING OR STRUCTURE
/CTION
.
P
UNTIL A FINAL INS CTION HAS BEEN MADE AND APPROVAL OR
771-0220
ORIGINAL — File YELLOW — Inspector
A CERTIFICATE 0 OCCU
OCCUPANCY HAS BEEN GRANTED. UBC
SECTION 109r'l,
102477:S 01214, M
PINK — Owner GOLD — Assessor
f
i
NE 114., SE 114., SEC.25., T.,17N., R.3E, WM.
I
I
im
EX. Ce
TOP-371.39
I owmmonom
m CB
STORM CATCH BASIN
OSDMt4
STORM DRAIN MANHOLE
(:�S,Vlq
SANITARY SEWER MANHOLE
y-
POWER POLE
T
GUY POLE
0 wm
WA TER METER
x wv
WA TER VAL VE
0 F-H
FIRE HYDRANT I
- G
GAS LINE
WA TER LINE
w
p
POWER LINE
ss-
SEWER LINE
PROPERTY LINE
X X-X-
FENCE LINE
/Sl\
�m
FAID MONUMENTICASE
x
FND MONUMENT
q
4AIL
e
ME HVRANT ASSMY
ST& 0+26, 18' RT
(PLER OLYMPIC WW
WATER & SEWER DISTRICT
SWARDS� SEE DETAL)
a
EX. SSMH -
TOP-371,65
'Eri-.364.03
IE N -363.85
0 w MAILBOXES
........ ........
zn�
X
UTILITY CONFLICT NOTEs
Cr#MAC7t)R 70 POT-HOLE.EX S70RU LINE & EX WATER LIKE
110 (2) WVS PRIOR TO CONS71TUC77ON START UP TO VRIFY
PIT ELEVATM AT PROPOSED STORM PIPE CIMNO LOCATION.
S*.'A. 0+16, 13' RT AND STA 0+20, 13' RT
PLACE RM FOAM PADS BEMW PIPM-
(SD-SD),_ (M-W), (2 LOCAM6 TVP.)
NOTE
MAINTAIN 2' HOR12IONTAL CLEARANCE
BEIMEN POWER POLE AND EDGE OF
ASPHALT
SET MONICASE
EX. SSMH
TOP-373.01
IE60-365.01
IE(W)-J64.95
EX SSMH
REIAY EX 12. Rcp
IE(S)-365.01
1b
710�-377.39
0.51 AS NECESM.1
q
IE(E).-365.37
pp
IE(W)-365.27
LIS
IE(S)-365.49
MAINTENANCE AGREEMENT,
94TH PL. W IS TO BE A PRIVATE' ROAD K17H A
MAINTENANCE AGREEMENT RECORDED ON THE
FACE OF THE PLA T
CRAWL SPACE NOTE
THE MINIMUM CRAWL SPACE ELEVA77ON
FOR ALL L07S 2 THROUGH 8 SHALL BE 374.00.
SCALE. 1 to = 30'
MmmmL=.
KIM mumm mommm
0 15 30 60
BASIS OF BEARING: EAST LINE PLAT OF PINE ACRES
7BM SSMH OENTRANCE DRAIEWAY-
I I NE -.0e r1f IVA- LOVIIIYLIA LVI Z, OLr%. Z
77,r77 220TH ST. S.W. 0 AS -BUILT ELEV. W.
. I :.. 11 ", "-N 71CAL DA77JU
NcB a' '),) ? ss VER
S_ �23-i f MEAN LOWER LOW WA7m IE=364.95+8.06=373.01 ON TOP OF MH
95.66
213.69(P) 5
Je Irw
ow .%.. ... I
mm � � � � � � � :� I N 146.89(P)
_C�)_ I.. 7� 1 � - "on mf "� � %11 1 \k
-,,,WATER- jr)
8wDI - WATER-4- ow' =ft
TER,
'R - r�_ . ,
it
F-H "TOP W ITK FNC
-371.46 0
-RCP) C ERY 1;:,.
IE(E)-369.94(12
'STOP* SIGN
-STANDARD
TOP=373.45
% ", I r I t', DEVnOPER M )NSTALL
IE(W)-369.91(ITRCP) 11 1 ., . ..-- : . cuka STA EX, Ce r(PL
LOT 1 IE E).-371.71( 'RGP)
EX. 15' DRf VEWA Y 12 JQ- HIGH INTEqSITY
I . I., .. .. 1 1 -9,974 SF �;)-371.71(12'RCP) -SIR& NAME SIGN ON TOP W� STOP SIGN
CONSTRUCT -8, �51 SFT EX CARAC '1r(S)-J72.7f(4mPV1C)'\ W1 60 �ELLOW 'STREET ENDS*.'
IO'X 20' PAVED c INSTALL -NO PARKING SOUTH DIAM14D V.1-P. 6- LETIER�*MSERS`
TURNAROUND m CURVE TABLE
bA OFHERrSnN f Tm.) ON 9, EXTRUDEU\ ALUM. BLANK.
I -J. STA-04OL-10, qT -12 S70P 'PAR NO. DEL TA RADIUS LEftnTH
ESM'T FOk INGRESS & EGRESS VUA 77ON- FIELD LOCA
IL
371.73 THE WESVLY 15 FEET C1 84*26'36* 35.00 51.58
C2 63*35'12*
1 CB 82 35-00 38.84
cc OF THE 125'
OF THE
PORTH 155.5
j C3 28*20'48" 35.00
-4 1 17.32
CAP END IE-370.87 I C4 24*32'46" 35.00 14.99
- cl C5 50*45 '08* 35.00 31.00
M 7.5 CB &4
C6
72*08'19" 25.00 .31.48
I to 45.' V
n T n T A1j;.A �" r* I 1 1
CB Dal k k
C4
a
EY GAF4CC 0 co EX 8I.PG
04 co
It uvfvt,. 'I . '? co 00
f 0,"06 112: 0)
CATCH BASIN DESIGN INFORMATION
C81
TYPE
STA
DESIGN
AS -BUILT
DESIGN
AS -BUILT
AM77ONAL
TOP EL
TOP EL
Ir
1E
INFORMA 770N
0+15.3
RT
372.70
370.50(E)
370.50(Vo
W1 GRATE
370.50(S)
370.
OW�
W1 SOUD
2
1
0+90
374.85
J 70.
LOCA7NG LID
2' RT
370.80(
370.WN)
3
2-5,f'j�+95
RT
J75. 00
I
I
J70.40(s)
J70.40(09
CONMOL
STRUCTURE
I2
.. .
370.40(F)
SEE DETAIL
4
1
0+95
It. 17' L 7
374,80
370.95(w)
W1 GRATE
1-L
375.16
370..40(N)
W1 SOLID
LOCKING LID
I-L 1
0+95
374.88
J70.40(t)
W1 GRA TE
I
-�. 17.17'
RT
I
370.40(S)
2 484&Ln&-
I -Lr
375.15
370.40(N)
W/ SOLID
p;
370.90(S)
LOCKING LID
1 8
1
+,12
�47 LT
374.57
371.25(N)
W1 ORA TE
I
TYPE
STA
DMON
TOP EL
AS-BVLT
TOP a
DESIGN
IE
AS -BUILT
fE
ADDITIONAL'
INFORMA 77ON
c NJ
0
0+90
13' RT
372.35
I
370.85
W1 SOLID UD
Co V2J+01
63.5' RT
375.20
371.45
W/ SOLID LID
CO tv32+87
68' Rr
375.30
371.60
W/ SOLID UD
CO 042+7J
66' RT
375.35
371.75
W1 SOLID LID
YD ill
1
1+64
13' RT
372.65
J71.15
W1 SOLID LID
YD 62
2+34
IJ' RT
372.93
371.43
W1 GRA IF
IYD IV3
1+64
88' RT I
372.95
371 `�
W1 GRA TE
PIPE DESIGN INFORMATION
60 WOOD IF�NC. N 8815323'11 W 195.15 60
S B8ZJ'2j." E KV9D FNC.
ROCK -EEL 7.
z 7 PARCEL 1
71
BLK 2 AA_�,4 , W. LINE kAT OP
NJ �4, BETHORI� TLERWE J2 - - - - - -
D 7-
tW=�,656 §F
uj
3 Ei. SFR
r
I SFR f _,j PARCEL 3
301-60 PmrmmTAW :/ I t, I CAPACE
CRAWL SPA
AIIN.
CRAWL SPACE W24
DRAW 0 M4% E". -374. 00 ELEV-374.9,
T-4'140 -
SPACE To VED-1
�-LOT 2 CRAWL
m=374.00MIN.
L 1�'� . c -'-j 11% 11 - PARCEL 2
1,,G=9,197 -s� tn .1 0,
ts 017 s Fr /
PROME DRAINAGE SWALES N=8,001 Sr - - - - - - - - - -
ITO-BE- REMOVED
TO DIVERT LOT 2S SURFACE ROCKfRY N`81 �Edl
RUN-OFF TO DRAINAGE R
Lo lbfr= - .
SYSTEM 1 / Z / / %. �.- / . .% I ; I I I T-""& I t
zo . .. ....
cke
92.01 N 88'58 8`27 DETAIL OF PARCEL LOCATION
5' D FNC 0. 9'(w)
GT N.T1
Y& o2 CB 85
ERFICURTAIN EX. SSUH .7.50 1
1 -7-:4 1 ;, II(E)
TOP-3729.54 ro
F,7 DRAW OAX 1-1 1 k . '.
!V)-366.17 15 11 .
loe
EX. SIT
-366.15
;� 19332 NOTEr
374.87
-366.291
IRS osp V
TD. PUD -CORRA "I'l""I'll""I'll'll""�ll,�,�,,��,,��'ll�,,��,,��'lI PROFILE j K I . I LOT 9 IS INCLUDED FOR PURPOSES OF ComvEYNG LAND. LOT 9
INSTALL S FF-378.39 N
HEAD LUMINAIRE PER PUD IS RJLLY DEVELOPED WTH IVS 00 ACCESS AND DRAINAGE.
SID. PLANS. (I rrp.) 917 10
4 CONVEYANCE OF THE LAND WU NOT IMPACT ANY BUILD
ING SET
STA. 2+70, 2p LT. WIER OF PW'T 374.87 BACK REQUIREMENTS NOR MU IT INCREASE X PERCENTAGE
iA.2+84.17
S'
0.0-7p OF DEVELOPED LAND.
35.651T 8 4.2(W
Lu
i -OC I MVIV/(,AX CMPACI
r;�,Ry:r STA.2+86.49 C4
L U / I
35.181T
374.57
A
VER77CAL CURB �)PAN6 CN
Lof TANP- Ex. BUILDIm
cl co 1Z ,�Ijj PGS TO
L BE REMOVED ka-
Ea"
Liz
4'MOD FENCE CH 88 .91'.114 IN .__Now"
DRAINAGE NOTE I I I
ALL ROOF AND FOUNDA71ON TANK TO
VED
DRAINS SHALL BE MINIMUM
i
4* ADS-N12 OR PVC AT I.OZ 1_1>61 \ I \
SLOPE AND CONNECT TO STORM zo
'""OR
DRAW SYSTEW. to APP"A"VED
cn
COUEC770M PIPES 'TO BE 6' RIN. % C6 Ol mwm sm
U) PftP= SFR 3, WOOD PENCE
PIPE IF MORE THAN 2 HOUSES / i CRA K SPACE CRA K SPACE, CRAWL SPACE / - : . - - - I I
aEV-374.00 Awm sm / 2 3 I(E) /_ -a-a (; I v
I C) I C; 0 Nffgmk T R U`k `1 A` N
ARE COLLECTED BY THE Pn. aEV.-374.00 uj M474.00 i( . 1. ?5): A 19101112
;10 P6 MIN. 'o k
2. t It)
to
OCTZ 4 ibb' DATE:
3 tn ci )1 11 1 -_ L4
L 0 r, L T, 4 1 r LO U
o' '1 8,197 JF 8,352 / SF
8,293.,SF LJJ
PIPE,
TYPE
T)PE
AS -BUILT
LENGTH
LENGTH
As-BtxLr
SLOPE
SLOPE
AS -BUILT
ADD177ONAL
INFORMA77ON
- P-1
8-RCP
75'
O.4x
P-2
61-PVC
17'
0.0
P-3
12'-P VC
5.
.0.4X
P-4
81-pvc
131
0.4%
P-5
12'-PW
4
0.4X
36-CUP
f6r
0.0%
.Tecr
P-7
36*-CMP
188,
o.ox
SEE DETAIL
P-8
80-PVC
1.09
SEE DETAIL
P-9
6-P%C
0.4%
P-10
6 I-P VIC
74#
0. 4x
P-11
61-PVC
70-
0.4%
P-12
6--,PVC
75-
0.49
65.00
4.25
6'
V
L
par,
S 08*53'23" E 01
3h
FERR Y
DOCK
�cl _ry
MAIN ST
10
N
TY OF
MONDS
212TH ST. SW
SITE
.,:z
F!;
Ri
A<70
TH S T. S W
224TH ST.-SW
c,
229TH
4-
7s�
VICINITY HAP
NOT TO SCALE
LEGAL DESCRIPTION
PARCEL 1:
ME SOUTH 855 FEET OF THE NORTH 235.5 Fn7 OF THE WEST 31107HS OF THE NORTHEAST'
QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 25�
TOWNSW 27 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY
, WAqWNGTON.
SITUATE IN THE COUNTY OF SNOHWW, STATE OF WASHINCTM.
PARCEL B.
AN EASEMENT ACROSS THE RESTERLY 15 FEET OF THE SOUTH 125.5 FEET OF THE NORTH 1315
FEET OF THE REST 3110THS OF SAID NORTHEAST QUARTV? OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER FOR PURPOSES OF WRM AND EGRM
SITUATE IN ME COUNTY OF SNOMOUISH, STATE OF NA"GTON.
PARCa 2
PARCEL AL
THE SOUTH 9750 FEET OF ME NORTH 445 FEET OF THE REST 311IOTHS OF THE NORYWAST
QUARTO? OF THE NORMST QUARTER OF ME SOU7HEAST QUARTO OF SECTION 25�
TOWNSHIP 27 NORTH, RANGE 3 EAST, WM., IN SNOHOMISH COUNTY
WASHINGMN,
MVT ANY POR77ON THERLror L �W WTHIN ME PLAT OF EIETHORIA , TERRACE NCL Z
ACCORDING To THE PLAT THEREOF RECORDED IN VOLUUE 20 OF PLAM PAGE 95� RECORDS OF
SNOHOVSH COUNTY, WASHINGTON
SITUATE IN THE COUNTY OF SNOHOWSH. STATE OF WASHINGTON.
PARCEL B.
AN EASEMENT FOR WQTSS AND EGRESS OVER THE WSTERLy 15 FEET OF THE NORTH 243 FEET
OF TFOE NORPC4ST QUARM? OF NE NORT14EAST QUARTER OF 7w soumsr QUARTER or
SAO SECTION 25,
EXCEPT THE NOR TH 30 FEET THEREOF MR 220 TH STREET S. W; AM
TOGETHER WTH AN EASEVW FOR WMM EMESS AND THE WSTALLA710N, OPERATION AND
MAINTENANCE OF U77UTIES OVER. UNDER ACROSS. WOUGH AND UPON THE' WEST 20 FEET OF
THE HEREINABOVr DESCRIBED PARCEL I
PARCIM
PARCEL A.
THE SOUTH 102.50 FEET OF ME NORTH 347.50 FlEET OF' PC VEST MEE TENTHS or WE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SoUnIEAST QUARM? OF
SEC77ON 25, TOWNShIP 27 NORTH. RANGE 3 EAST, wM., IN SROHOWISH C"TY, 09ftlft
EXCEPT ANY POR77ON MWOF LYWG 017HIN THE PLAT OF BETHORIA TERRACE NO. Z
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF pLAM PACE 95, WWW or
SNOHOMISH COUNTY WASHWGTOR,
ALSO, THAT POR77ON OF WE WEST THREE TENTHS OF WE NOR7HEAST QUARTER OF TW W"W-AST
OUARTV? OF THE SOUTHEAST QUAM OF SEC17ON 24 TOWSNP 27 NORTH, RANGE 3 EAST, W.U.,
W SMOHOUISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOIK-
BEGINNING AT A POINT 2n5 FEET SOUTH OF THE NORTHWEST CORNS OF TW NEST "a
TENWS MEASURED ALONG THE WESTERLY BOUNDARY MWOF,
THENCE SOUTH ALONG THE WSTERLY BOUNDARY, A DISTANCE OF 9.5 FEET
THENCE DUE EAST TO THE EAST BOUNDARY OF So WEST ME TENTHS AT A POINT 245 rEET
SOUTH OF ME NORTHEAST CORNER Or. SAO REST THREE TENTHS ON THE EASr WMARy or
SAID WEST THREE MVTHS�
THENCE NORTH, ALONG SAIDEAV WMARY 9.5 FMr TO A POINT 235.5 FEET SOUN OF 7W
NORTHEAST CORNER OF THE VEST M?Er TENTHS,
THENCE WESTERLY TO THE POINT OF BEDWING PER CITY OF EDMONDS BOUNDARY LIVE
ADJUSTMENT RECORDED UNDER RECORDING No. 9607180381;
(BEING KNOW AS LOT A OF BOUNDARY LINE ADJVSTMENT NO. U-96-18 AND AP-96-51
RECORDED UNDER RECORDING NO. 960718=1).
SITUATE IN WE COUNTY OF SNOHOVSH, STATE OF WASYNGTON.
PARCEL B:
AN EASEMFEWT FOR WORM AND EGRESS OVER THE WESTERLY f5 FEET OF WE NORTH 24S FErr
OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUAR71R OF
SAID SEC770M 25� TOWNSHIP 27 NORTH, RANGE 3 EAST, WM.,
EXCEPT THE NORTH 30 FErT THEREOF FOR 220TH STREET SOUTH* T
AND EXCEPT THAT PORTION 01NG WTHW THE MAIN TRACT ES
Sf17JATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PRINTED
PAR= 4: All 2 4 IY9/
LOT Z BLOCK Z PWE ACRES. ACCORDING TO THE PLAT nMfEMWOF IN
VtXUME 13 OF PLATS. PAGE 63, RECORDS OF SNOHOARSH COUNTY.
7yr, rj, 111f.
STLIATE IN THE COUNTY OF SMOHOWSH, STATE OF WASHINGTON.
SU&JECT M THE EXCEP77ONS SHOWN HfREW.
PARCa 5:
LOT 8 OF SHORT PLAT NO. 177 (8-82) RECORDED UNDER NO. 821213018t. RMMS
OF SHOHOWSH COUNTY, WASHINGTON.
REV 17 RLL ?A01V
0. .4 emmf Y78'3 65.02- #3 DETENTION PIPE, CRAWL SPACE EL.S RLL 07-03-97 SrTE ADDRM 9406 & 9332
65.01 a__ 0
1 19-12 -__j.5-97 110. #2 220TH ST. SW
5' WOOD FENCE S 88'53'23" E X4- ROAD GRADE, STORM DRAINAGE SYSTEM- DMNT70N PIPE, RLL 06-12-97 EDMONDS� WA. 98020
0.6" 1.3' #1 ROAD GRADE. STORM DRAINAGE SYSTEM. SIGNAGE DESCRIPTIONS RLL 04-23-97
TAX ACCOUNT NO'&", 252703-4-007-0002 252703-4-006-0003
INITIALS - DATE 5442-002-002-0009 252703-4-014-0003
Ito o 52403-4-009-0000
6' KFOA NCE REV. NO. DESCRIPTION
br. �___ ROAD 'of DRAINAGE PLAN
Lu FOR
C4 22124
to A A
T FtELD LOCA co 356-2700
'Western BELL PLACE
A WD Aq OR
Z-veyprs P-96-140
LOT S c O*ER.- 9792 EM DS WAY STLE. 208
E. LINE PLA7 742-5500 APPLICANT CHARLIE �NWAITHAN
OF PINE ACRES iM
EDMONDS�� WA.. 98020
10' SEWER ESM7 9,324 SF rZs P (425�\ 771-7270
LAND USE CONSULTANTS OWN. BY ........ DATE PROJECT'AIANAMq SCALE
710.01 -.r4u CIVIL ENGINEERS LAND SURVEYORS -Jsm 10-18-96 TI., QUALLY I" rz Sol
S 88'53'2511 1 EXPIRES 10 r1mr4mn aw CD UA wW Na mi
IV UMAIRAUt t..)M'I
dm� � - - - __
tsom Hw 99 souTH, EvrRrrr. wAgom Ax 000ms-2m
R.B.NEHRINQ 1 I.46-058wC --I cr 3
NE 114, SE 114., SEC.25., T. 7N... R.3E... W.U.
GENERAL NOTES
RIN
30' R1W
-N .05
F4
g;&
+
t4--K v
C3
S-0.75%
S-0. 75X lind
In 9 ' � "1 2 �
375
G cd
375;
i5 �'n4 PROPOSED ROAD
so
lox
0
cd
04 j 041 --------- ------------ em ---- ----------- em
tn
to
10
CN C,
RCp 00.4% tN�
75',%o : n
tn
1370
'370 1 n r]
gp-LcB oi I CB.v3
LcB�
v8
L
v CH a7
CB 04
EX GRADE CB v2 i
. : _CB
cB R6
9 cd 1365
365
0+30 0+00 1+00 2+00 3-f 00
FROm STA. 0+8.76 70 0+30 - CROW VARIES
FROM STA. 0+30 70 2+24 - 2% CROW
95TH PL. W. PROFILE 1PRIVATE ROAD] FROM STA. 2+24 TO 3+20.39 - CROW VARIES
HORIZONTAL SCALE. 1 INCH 30 MET
VER71CAL SCALE. 1 INCH 5. 0 FEET
HANDLE WTH
LOCK PIN
SIX EVENLY SPACED ADJUSTABLE LOCK HOOK
HOLES FOR BOLTING WITH LOCK SCREW
TO FLANGE CONNECT70N.
0
0 0
amm uw
Iry
0 0
LIFT HANDLE SHALL BE ATTACHED PER MAXIMUM. OPENING
MANUFACTURER'S RECOVUENDA 77ONS.
COAAM OF GATE
ALTERNATES ARE ACCEPTABLE PROV1DED MATERIAL
SPECIFICA77ONS ARE MET AND FLANGE BOLT PATTERN
MA TCHES.
PLEANOUT / SHEAR GATE
. NO SCALE
ROUND SOLID COVER MARKED
'DRAIN" WTH LOCKING BOLTS
TOP EL 375. 00 UNLESS OTHERWSE APPROVED
BY ENGINEER. 80 1 f PVC
0 0. 41.,'
ORIRCE 13
PIPE SUPPORTS 3'xO.gGa.
BOLTED OR IMBEDDED 2'(A#N) 6' ELBOW
IN C.&WALL. 03 MAXIMUM or 373.40 SHEAR GATE ORfnCE
EL
MINIMUM ONE SUPPORT CONTROL ROD
IE - 372.22 -A
CMF7CE 13 2.125' CMP
IE - -VI.90 167'-36" CMP 8" RCP
'I
ORIFICE 12 - 3.50- a O.4x SL
00.07.
80 RCP
0 0. 0. SL
PAVEMENT WIDTH
END PAVEMENT
to r *
-----------
CEMENT CONCRETE
VERTICAL CURB AND GUTTER
NO SCALE
DETEPt"TION PIPE TABLE -- -
PIPE NORTH STUB SOUTH STUB
P-6 NO S77JB 24' CUP
P-7 24' CUP 30' CUP
W/ 2' VENT PIPE
MATERIAL
- GALVANIZED VITH TREATMENT I ASPHALT COATING
- 2-213 x 112 in. CORRUGA77ON
- 16 GAUGE
- MINIMUM BAND SIZE 120
DETENTION VOLUME TABLE
- REQUIRED STORAGE Z296 CF
- DESIGN STORAGE Z354 CF
- DESIGN DEAD STORAGE 392 CF
CH 03
TYPE //
(54-DIA)
4
P-6
167,36" CMP
f
00.0%
- - - - - -
-
- - -
- - - I - - - - - - - - - - - - - - - - -
vm1r1%'c Fic
.6* ELBOW
.........
0 . .
0.5 DEAD STORAGE
7F.
1. 4'- 12 " P VC
IEF- 370.90
a 0. o1w.
12" R. 0. A TTEE7
4.
IE 370.40
P-7
IE J68.90
188'-36" CMP
00.07.
CLEAN OUT SHEAR CATE
SEE DETAIL
ORInCEP 2.3' DIA.
RESTRICTOR PLATE
SHOP DRILLED.
5*oSTD.CB
CB 96
(nP.EACH ORfF7CE)
TYPE 1-L
2'-24" CMP.
00X
.0/.
SECTION VIEW
PLAN VIEW
NO SCALE
NO SCALE
CONTROL STRUCTURE
CBv3 ITYPE 11-54"] DETAIL
ACCESS & U77LESU-T (STATIONING UNE)
EASEMENT
LINE
.30`ACCiESS & UTILESM'T
3.0'- 20' PAVED ROADWAY 15, 7'
VERTICAL CURB
RD. to,
& GUTTER (".)
2#
(SEE DETAIL) 0.5'
2.07- SL 2. 0% A
I trt
--------------
EX. GRO - -----------
UND EX FENCE 2" COMPACTED DEPTH CLASS "B" ACP
2" COMPACTED DEPTH CSTC KEYSTONE RETAINING WALL
.3.0' MAX HEIGHT TO BE INSTALLED
COMPACTED DEPTH CSBC
PER MANUFACTURERS RECOMMENDA77ONS
APPROVED SUB -BASE (TYP.-BOTH SIDES)
PRIVATE ROAD CROSS SECTION ITYPJ
NO SCAL E
195.5' CENTER TO CENTER
11 14" VENT PIPE
188' - 36* CUP
S- 0.0%
0.5' DEAD STORAGE
2,- 24" CMP 2',w 30" CMP
CB v6 CB *7
CB TYPE 1-L CB TYPE Z 480
172.75' CENTER TO CENTER
CB *3
C8 TYPE 2, 54 w
W1 RESTRICTOR
SEE DETAIL
EX. GROUND
WASHED
DRAIN
ROCK
167 f - 36" CUP
S = 0.0%
0.5DEAD STORAGE
DETENTION STRUCTURES
N.T.S.
2 0 6" PERF PIPE W/r/LTER
FABRIC SLME
CURTAIN DRAIN
N. T S.
CONS.TRUCTION
l�DATE: -,rulo 1-7. torcl-7
CITY ENGINEER
2',w 24" CMP
OB *15
CB TYPE 1-L
APPROVED ROAD SUB -BASE. MATERIAU
ROAD SUB -SASE MATERIAL SHALL MEET
WSDOTIAPWA STANDARD SPECInCATION
9-03.14 GRAVEL BORROW OR APPROVED
EQUIVALENT. MATERIAL SHALL BE PLACED
AND COMPACTED TO 95X MODInED PROCTOR
IN -LIFTS NOT EXCEEDING r. _ - I
1. ALL CONSTRUCTION SHALL CO0FORV TO THE STANDARD -SPE01VTIONS
FOR ROAD, BRIM & MUNICIPAL CONSMUC77ON AND STANDARD PLANS
AS ADOPTED BY IW CITY OF EDMONDS, AND ANY REO(fIREMENTS
ESTABLISHED AT CITY HEARINGS ON THIS PLAN.
2 ALL CONSTRUCTION IS SOXCT TO THE INSPECTION BY THE CITY OF
EDMONDS AND THE' CONTRACTOR SHALL N077FY THE CITY OF MR
SCHEDULE IN SUFTTCfENT TIME TO PERMIT INVEC77ON PRIOR TO AND
G THE WORK
J. THE CONTRACTOR SHALL BE RESOMME FOR ME INSTAUA170H OF
SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 AIAMM
WIN THE LENGTH AND DEPTH OF TW LATERALS AND YES INSCRIBED
ON THE MARKEn AND PRIOR TO SAMLLING.
4. THE CONTRACTOR SHALL N077FY THE CITY OF EDOONDS DEPARTMENT OF
PUBUC- WORKS IN TIME TO PERMIT INSPIECITON OF ME SIDE SENM
PRIOR TO BAanUNG.
5 UPON COUPLETION OF' ME SITE IMMVEVENTS AND UNbER"M
UTXJ77M THE CONTRACTOR THROUGH HIS CONSEX17NG ENaNER
SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS WCH
INDICATED WE LOCATION OF ALL SITE IMPROVEMENTS INCLUDAIG SIDE
INFORMA 770N.
6. UNDERGROWD WRING REQUIRED WTH STREET LIGHTING.
7. WATER SERVICE WTH METER BOX AND aM STOP REWRED FOR EACH
LOT.
8. THE CONMACTOR SHALL ARRANGE FOR AND MAKE AIR TrSTS OF
SANITARY SEVER AND SEVER CONNECTIONS UNDER TWSUPERWSON OF
THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE- LATERALS
TO BE 60 CONCRETE PfPE, OR P.VC. CONFVWNG TO SDR J034
STANDARDI
9. EVS77NO UNDQ*"UND FACIU77ES HAW BEEN SHOYN ON INS
DRAWNG F'OR PC PURPOSE OF ASSISTING ME CONTRACMR N
LOCATING. SAID FACILITIES IN THE FIELD. THE CONTRACTOR SHALL
BE RlESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN WE FIELD AND
CHECKING.WTH APPROPRIATE ACENCIES THAT MAY HAW UNDERCROM
FACILITIES VIM THE PROJECT LWIM THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES
RESULTING FROM HIS OPMATIONS
10. A COPY OF MESE APPROVED PLANS MUST BE ON THE JOB SnE
W4ENM CONSTRUCTION IS IN PROGRESS
It. IT SHAU BE TW RESPONSIBILITY OF THE CONTRACTOR 16 azo,
FLUSH, DISINFECT WIERE APPLICABLE AND OBTAIN SA77SFACTORY
APPROVAL FROM THE CITY OF EDMONDS REGARDING THE, OUALITY AND
INTEGRITY OF EXISTING WATER UNM SANITARY SEVER ON& STM
LINE, RM17ON SYSTEM, M VIRITTEN ACCEPTANCE BY THE CITY OF
THESE PROCEDURES MUST BE TRANSMITTED M THE DE" ENGWEER.
12 ALL WORK AND MATERIALS SHALL BE IN ACCORDAkCE WTH
WS.D.0.T/A.P.WA. STANDARD SPECIFICATIONS OR AS DIRECTED BY
THE CITY OF EDMONDS.
13. ALL LOC47YONS OF EXISTING UTILITIES .9fOWY AREIAPPROWATE AND
IT SHAU BE THE RESPONSIBILITY OF THE CONTRACTOR TO vmffY THE
EXACT LOCA17ONS TO AVOID DAMAGE OR DtSTURBANCE_
14. ALL INLET AND CATCH 19ASIN MAAIE AND GRATES:SHALL NOT K
AD,#JSTED UNTIL IMMEDIATELY PRIOR TO PAVING.
15 THE TEMPORARY EROSIONI�E"TA MR, C"Ot FACILITY SHALL BE
CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN
ACCORDANCE INTH THE APPROVED TEMPORARY EROSIONISEDIMTATM
CONTROL PLAN. THESE FACILITIES MUST BE S47ISFACMRILY
MAINTAINED UNTIL CONSTRUC77ON IS COMPLETED AND TW POMV17AL
FOR IN SITE EROSION HAS PASSED.
16. ALL REWIRED STORM WATER RVWONIDM77ON FACXJ77ES MUST
BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAYING UNLM
OTHERWSE APPROVED BY THE DEPARTMENT OF PUBLIC WOWS
17 DRAINAGE STRUCTURES NOT ON PURUC RfGHTSCV-W4Y SHALL HAVE
LOCKING UDS.
18. ALL Dis mRso -qAFA cEs vAu ar sEEDED w TH mu* Hmb Y. rAsr
GROWNG GRASS UNLESS LANDSCAPINGIIEROSION C014TROL MEASURES ARE
EMPLOYED.
19. UNLESS OTHERWSE NOTED ALL STORY DRAINAGE PIPING 8, 1r, le,
240 & 36' INCLUDING OM71ON PIPE VILL BE It GAUGE CALVANZED
SIM AND SHALL USE TREATMENT 1.
20. GRASS SEEDING VILL BE DONE USING AN APPROWD TYPE HYDRO -
SEEDER, OR AS OTHERNSE APPROVED BY THE CItY OF EDMONDS
DEPARTMENT OF PUBLIC WORKS THE' PERFORMANCE BOND WEL NOT BE
RELEASED UN77L THE GRASS IS ESTABLISHED UNLESS OTHERNSE
APPROVED BY ME CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS.
21. PIPING SPECIRCA77ONS AS NOTED.
2Z ALL SIM PARTS NU BE GALVANIZED AND WTH TREATMENT if
(ASPHALT COATED).
2J AU WORK AND MATERIALS FOR INSTAUA77ON AND CONSTRUCTION OF
SEVER, WATER, AND UNDV?GROUND POWR SHALL CONFORM TO
STANDARD SPECIF7CATIONS FOR SUCH WORK IN ACCORDANCE VITH THE
CITY OF EDMONDS AND SNOH0A0SH COUNTY P.U.D. NO. I STANDARD&
SEEDING MIX
PROPOR71ONS PERCENT PERCENT
URBAN APPLICA BY WEIGHT PURITY GMVINA 170M
KENTUCKY BLUEGRASS JOX 85X 80%
(BtRKA, BARON OR FYLKING)
CREEPING RED FESCUE (PENNLAW) 40% 98% 9ox
PERENNIAL RYE (DERBY OR PENNANT) jot 95X 90%
-SEMING. APPLY APPROMATE MfXTURE TO WE PREPARED SEEM AT A RATE OF 120 lbsIAOM
COVER THE SEW WTH TOPSOIL OR MULCH NO DEEPER THAN 112 INCH.
P R It i'L,'D
REV 15 RLL 7-10-97
snE ADDREM 9406 & 9332
#3 DETENTION PIPE RLL 7-3-97 220TH ST SW
ROAD PROFILE & DETENTION P/PE RLL 6-12-97 EDMONDS, W& 98020
ROAD PROFILE & SEED MIXTURE RLL 4-22-97 TAX ACCOUNT NO'S. 252703-4-007-0002 252703-4-OW-OW
REV. NO. I DESCRIP77ON INITIALS - DATE 252403-4-009-OOW 5442-002-002-OW9
ROAD & DRAINAGE DETAILS-
356-2700
A A
BELLA PLACE
All
� V.
Weatern
OR
P-96-140
cl
urve- ors-
742-5500
APPLCANT CHARLIE NATHAN
In
C.
& omm. .9792 EDMONDS wAy sm
EDMON= WA., 98020
me"
PH: (425) 771-7270
m
LAND USE CONSULTANTS
8y.***!.a.0ATE PRaxcr =GO PLOT SCMX
NAL
746-77
0
CIVIL ENGINEERS LAND
SURVEYOR
Jw 11/11/9 6 7L LLY
I
F_ EXPIRES 10/2yf
13wo HWY SOUTH. EVrRM WA.,98204
PAX (208WS-2ng
0MCNED Oy F.S. NO. Na .1w T.
196-0587cl. A
R. B. NEHRING - Or
% - I
R ?O'A#N
8-THICK MIN.
4m4ff QUARRY SPALLS
1>1
rEmPORARY CONSTRUCTION ENTRANCE
N.T&
NE 114., SE 114., SEC.251
T.27N... R.3E... W.M.
LEGEND
r29 CB
STORM CATCH BASIN
0
STORM DRAW MANHOLE
18*MIN
FIL TER FABRIC
(ABOVE MRE MESH)
SDMH
SMH
SANITARY SEWER MANHOLE
PEA GRAVEL
pp
POWER POLE
12NIUDEPTH
GUY, POLE
4
%A
0 Wm
WA TER METER
INSTALL SEDIMENT BARRIERS1
I rl rl rl rl
WATER VALVE
(2 TYR)
ty FH
FIRE HYDRANT
WRE MESH (POULTRY NMNG)
0375.2
G
SPOT ELEVA77ON
GAS LINE
CATCH BASIN W1 GRATE FIL 7ERED WA 7ER
W
WA TER LINE
RELOCATE WATER METERS
AS PER APPROVED WATER PLAN
SEDIMENT BARRIER
_p
- 5.5
POWER LINE
SEWER LINE
g413 w MAXBO C3 i Ws tP N. T. S. PROPERTY LINE
cb, 46 m I - .
tp X X--X— FENCE LINE
FND MONUMENTICASE
f
7771 77,12 7 FND MONUMENT
477_� 220TH ST. SW.
FILTER FABRIC FENCE
—",. — — — — — — — SEDIMENT TRAP
- - - - - - - - - --
4 6 ez W/-. Z& ez- Izz
ODI— -WAI;ElR— —8*Dt-- —WATER---(—
WATER— 8*Dl— WAC 332-130-100
p
INMMENT USED : WILD TC 1070
SUM" PERfORMED BY rm MVERSE.
FH
130—M
WAC 332
ROCKERY
SURAY STMDARD AS PER
-7r:
WAC M2-130-M, PART (1) (C).
j
EX. GARAGE
CONC
3.5' WALK
FTEMPORARY
CONS7RUCIION ENIRANCE
LOT, �;jm
EX 5F9 0
.9405
ES97 FOR INGRESS & EGRESS CONq' TRUCTION SEQUENCE
Q6 FF�371 1. T3 THE WES7ERLY 15 FEET,-` vo
OF THE SOUTH 125'
I
OF THE NORTH 1555'
FIL TER FA
LOT I
L O�T FIENC
U
11.17.0. 4
L4
EX, BLDG (A co
AR GE 00 co
t" 0 N C. to
to
PAP
4 6' WOOD FNC.
6' WOOD FNC.
88'-93_r2j-,� W
F Wr
LOT 7 LINE T 0
qf W.' OLA P
P, 374 BfTHORI� TERRAPE /2
EX. SFR
I Af 0.
FF-375.54
9324 CARAGE
BLK
L... 7R7EM70 �D its
LOT 2
0 OF
ROCKERY
L 0
T.E.S.C. NOTES
TALL S�C. FACILITIES AS COND177ONS WARRANT OR AS DfRECTED
ITO BE REMO�VED�
1. INS TE'
BY CITY OF:EDMONDS INSPECTOR.
T TR�P
a
(SEE DETAIL,,,,,,,
2 EQUIREMENT - STABILIZA77ON OF EXPOSED AREA& J..
ammomm"m I'
ALL SOXS DFM BY LAND DISTURBING AC71WTIES SHALL BE STABILIZED
By SUJTABL.E�APPUCAVON OF SLIPS, INCLUDINa BUT NOT LIMITED TO, SOD,
HPo�EMNG, OR OMER VEGETAPON, PLAS17C COVERING, OR MULCHING.
Aij
. BkpS SHALL BE SUCTED, DESIGNED, AND MAINTAINED IN ACCORDANCE
WIN THE MANUAL THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING
5' WOOD
. . .... , - -, , " . I AO
;.�� -, .. ..... .........
To AN! APPRM ImETABLE-(TYPICAUY� NO SOILS SHALL REMAIN EXPOSED Lf'f'
c
IrOR ;�� 7)JAN TWO (2) DAYS FROM OCTOBER I THROUGH APRIL 30 AND NO
MORE THAN IM (7) DAYS FROM MAY I THROUGH SEPTEMBER 30). c 6
EX. SFR
19M2
C5
0
2*x 4" DOUGLAS FIR OR
EQUAL 04' O.C.(MAX)
FXP FABRIC MATERIAL
POULTRY NETTING
_T
314 3,&x ffi�ED
GRA Va OR PEA GRA Va
FLOW
AMY GRADED qR
0MR00 SIDE SLOPE
Z5
FILTER FABRIC FENCE
MT.&
X 30
a5' MIN.
KEY ROCK INTO EX GROUND
a25' UK
now LINE
SWALE
UK
p
now
3:1
— — — — ------------ -
..........
Krf ROCK INTO EX GROUND SUMP MIND A
a25, ma DAM SHALL BE
DAILY & CLEM
COLLECTED DEB
NOTE- RM SHALL BE 40 WMJS QUARRY ROCK 5# -------------- 1112 OF ITS DEF
ROCK CHECK DAM X - SECTION
SEDIMENT TRAP
N. T. S.
C
Or
FIL TER FABRI
6
FENCE (TYP.
Oak,
o
LOT 31 -7
4. e7 7 7' z.�]
.7-
r 7
GARAGE
CARACE
j 'C_" AND
EX. BUILDINGS TO
BE REMOVED
Cl X
4'WOOD FENCE
K TO
B MOVED
— — — — — — — — — — — — -- — — — — — — — - — — — — —
. . .... ....... . .
M�pp ff��E
IL V 7 13 Lur 4 1§
376
6' WOOD FE�Ct_�'_
.J
0376.3 0376.3
5' WOOD FENCE
"1 61 WOOD'FENCE
0.-
�0)
ci �:�
2� � - --je
EX, 5. F. R.
0 1
. cn I.*00ATHI
A
E OF PINE ACRES LOT 9
LINE PLAT
10' SEWER ESA#'T
10' DRAINAGE ESM'T -J
cf)
1.) ARRANGE FOR AND ATTEND PRE-CONSTRUC770N
MEE77NG MTH CITY OF EDMONDS SITE INSPECTION,
771-0220.
2) CALL DIALDIG (U77U77ES UNDERGROUND LOCA17ON
CENTER) 1-800-424-5555.
J.) ERECT FILTER FABRIC FENCE, SEDIMENT BARRIERS,
SEDIMENT TRAPS, & CONSTRUC17ON ENTRANCE.
4.) CLEAR AND GRUB SITE.
&) ROUGH GRADE -ROAD PER GRADING PLAN.
6.) INSTALL SANITARY SEhER PER PLAN.
Z) INSTALL OTHER U77U77ES, STORM DRAINA6&
DETENTION SYSTEM, POWFJ?. TELEPHONE, ETC
FINAL GRADE AND, PAVE.
9.) HYDROSEED, MULCH AND PLANT. LMDSCAPE.
10.) REMOW THE REMAINING TEMPORARY EROSION1
SEDIMENT47ION CONTROL ONLY AFTER SITE HAS
BEEN STABIUZED AND CITY OF EDMONDS 97F
-DEVELOPMENT-kVSPECTOR HAS APPROVED THE
REMOVAL
11.) CLEAN UPSTORM DRAINAGE SYSTEW.
GRADING OUANTITIES:
CUT Vo cuycla
fqu: zow CUM&
(GRADING QUANTITIES ARE ROUGH CALCULATIONS
WHICH DO NOT ACCOUNT FOR SOIL SWELLING
SHRINKAGE.)
DATE: jLA
CITY ENGINEER
FERRY
DOCK
L
VICINITY MAP
NOT TO SCALE
SIM
SCALE: 1* = 30'
0 15 30 60
BASIS OF BEARING. EAST LINE PLAT OF PINE ACRES
TBM SSMH @ENTRANCE DRIVEWAY
AT NE CORWR LOT 2, BL77T_
14r) AS -BUILT ELEV. W.
WR77CAL DATUM Ir'=364.95+8.06=373.01 ON TOP OF MH
MEAN LOY" LOW WA7ER
NOTEt
�LOT 9 IS INCLUDED FOR PURPOSES OF CONWVNG LAND. LOT 9
IS FULLY DEVELOPED KITH ITS OWN ACCESS AND DRAINAGE.
CONVEYANCE OF THE LAND KILL NOT IMPACT MY BUILDING SET
BACK REQUIREMENTS NOR MLL IT INCREASE THE PERCENTAGE
OF, DEWLOPED LAND.
CALL 48 HOURS
BEFORE YOU DIG
PRINT!,.'D 1-800-424-5555
JUL 2 4 IVV/
VIESTErlill c
UTILITY CONFLICT NOTE.
CAUTION:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISUNG U77LMES WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE
HOR20NTAL AND VERTICAL. LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING UTILITY` LOCATE 0 I-M-424-5555 AND THEN
P0714OUNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICA.LLY VERIFY WHETHER OR NOT CONFLICTS EXIST
LOCATIONS OF SAID U77LMES AS SHOWN ON THESE PLANS ARE BASED UPON
THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONMC70R SHALL CONSULT WESTERN
SURVEYORS. INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
REV 11 RU 7-3-97
SI`IE ADDRESS;- 9406 & 9332
220TH ST. SW
REV. 02 SITE GRADING RLL — 6-12-97 EDMONDS, WAL 98020
REV.01 DETAILS RLL — 2-28-97 TAX ACCOUNT NO'S- 252703-4-007-0002 252703-4-006-0003
REV. NO. DESCRIPTION INITIALS — DATE 252403-4-009-0000 5,"2-002-002-0009 25270,3-4-014-OW,3
GRADING & T.E.S.C. PLAN
rDR
&R 356-2700 A PL A
BELLA 14 CE
estern ?% 0
urveygrs 742-5500
AM"T CHARLIE NATHAN
ne.
ovjM 9792 EDMONDS WAY STE. 266
EDMONDS, WAL, 98020
31244
LAND USE CONSULTANTS
PH. (425) M-7270
PROXCT MANAGER
SCALE
NA
DWN. BY ........ DATE
CIVIL ENGINEERS 0 LAND SURVEYORS
RLL 11-13-96
TL.QUALLY
1 .30#
EXPIRES 10/2
IJOOO HWy 9.9 SOUM,'EMOT. WA.. 911204 iAX (20,O)MO-2708
DESONED BY
.
F.B. NO.
328
JOB NO.
96-058-C
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bECL4RATION OF SUBDIVISION, DEDICATIONS.,
COVENANTS AND CONDITIONS
KNOW ALL PERSONS BY THESE PRESENTS.-
THA T WE, THE UNDERSIGNED, CHARLES R. AND LORINDA M. WARNER,
HUSBAND AND MFE, CLARANCE DEARL AND CYNTHIA M. ROYCE, HUSBAND
AND WIFE, AND CHRISTOPHER L AND TONNIE H. WOLFE. HUSBAND AND WIFE,
THE OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, AND GREAT
ME57ERN BANK, A FEDERAL SAWNGS BANK DBA SERRA WESTERN MORTGAGE
COMPANY, AND WASHINGTON MUTUAL BANK, THE MORTGAGEES THEREOF,
HEREBY DECLARE, PER ECDC 20.75.1408, 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 WfTH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES.
ALSO, THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS A' - ' !D 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
RI * GHTS-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
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 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.'*
Ill. tUBJECT TO THE CONDITIONS AND REQUIREMENTS FOUND IN PLAT FILE
P-96-140 AND SAID FILE IS LOCATED IN THE OFFICES OF THE CITY OF
EDMONDS PLANNING DIVISION."
' I W. "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 RECONSTRUCT70N SHALL ALSO BE BORNE
EQUALLY AND JOINTLY BY THE OWNERS, THEIR HEIRS, SUCCESSORS, AND
ASSIGNEES, OF LOTS 1 THROUGH 8."
PLAT OF B LA PLACE NOU�P=96=140
4, SEC. 25, T. 2 7N, R 3E. 9 W. M.
NE 114, SE I
C I7rlr-- Olit-EDMONDSL. —1jSN0H01ffSJ7—00UNTYj—,' WASHINGT01V-----
DECLAM77ON OF SPBDIVISION, DEDICA70N�,
COVENANTS AiND COMMONS (CONTNM)
W. THE PRIVATE ACCESS EASEMENT IS HEREBY SUBJECT TO A UTILITIES
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 DISTRIBUTION FACIL177ES AND NECESSARY APPURTENANCES
TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SAID PURPOSES.
V11. 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 SUqCESSORS
AND ASSIGNS, UNDER AND UPON THE EXTERIOR TEN (10) FEET OF ALL LOTS
AND TRACTS, PARALLEL WITH AND ADJOINING EXIS77NG OR PROPOSED ACCESS
RIGHTS -OF -WAY AND TRACTS (elOTH 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 FACIL177ES AND OTHER EQUIPMENT
FOR THE PURPOSE OF SERVING'THIS SUBDIVISION, AND OTHER PRO�ERTY,
WITH UTILITY SERVICES TOGETHER MM 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- WIDTH,
FEET IN MDTH, PARALLEL MTH AND ADJACENT TO ALL INTERIOR LOT LINES
LOT LINES FOR THE PURPOSES OF UTIL/77ES AND DRAINAGE,
OTHERWISE SPECIFIED. uNL7
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. EACHLOT
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 i
RECONSTRUC77ON SHALL ALSO BE BORNE EQUALLY AND JOINTLY BY �THE
OWNERS, THEIR HEIRS, SUCCESSORS. AND ASSIGNEES, OF LOTS 1 THROUGH 8.
OGETHER MTH AN EMERGENCY MAINTENANCE EASEMENT GRANTED AND
CONVEYED TO THE CITY OF EDMONDS, MTH THE RIGHT OF INGRESS AND
EGRESS, AND THE RIGHT To ExcAvATE, coNsTRuc-i, 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.
IX THE OWNERS AND ALL PERSONS HAVING ANY PRESENT OR SUB,5EQUENT
OWNERSHIP INTEREST IN THESE LANDS, 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 INJUNC77VE RELIEF �HICH
MAY BE OCCASIONED, NOW OR IN THE FUTURE, TO ADJACENT LAND OR
IMPROVEMENTS BY REASON OF THE CONSTRUCTION. OPERATION, AND'
MAINTENANCE OF THE DRAINAGE�SYSTEM, AND HEREBY WAIVE AND �ELEASE
THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES, 1
EXCLUDING DAMAGE CAUSED' SOLELY BY AN ACT OF OMISSION OF SAID
CITY, AND INJUNC77VE RELIEF WHICH THE QWNERS, OR THEIR SUCCESSORS
OR ASSIGNS, MAY THEMSEL ' A E NOW OR IN THE FUTURE BY REASON
V�ES V
OF THE CONSTRUCTION, MAINTENMCE AND OPERATION OF SAID DRAINAGE.
SYSTEM.
I ___ . WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 * PH. (425) 356-2700 * FAX. (425
2708
SURVEYOROS CERTIFICATE
.1 HEREBY CER77FY THAT ME PLAT OP 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 PLATUNG.
r'NE7kH_L LONG,, PE-S - oo'
T L Lo
REGISTERED PROFESSIONAL LAND URVEYOJR
REGISTRATION NO. 16916
DA TE
Z.
comaw
169176
Lo
5-25—IM
IN ACCORDANCL-; WITH RCW 58.OS.040.
ANY PERSON RECORDING A PLAT AFTER
TREASUREWS CERTIFICATE &f,AY 31st MUST PAY :-,I)VANCE TAXES
FOR TI-M- NEXT YEAR.
I HEREBY CER77FY THAT ALL STATE AND COUNTY TAXES HERETOFORE
LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN, ACCORDING To THE
BOOKS AND RECORDS OF MY OFF7CE, HAVE BEEN FULLY PAID AND
DISCHARGED, INCLUDING 9,R TAXES. 56',P)'-1ra-#1997
BOB DAN 71NI
TREASURER, SNOHOMISH COUNTY
By: 1919;:1
DEPUTY TREASURE,*, SNOHOMII-144 COUNTY DA TE
B Y.- RA n d& d. j "&a ,
DEPUTY TREASURER, SNOHOMISH COUNTY
AUDITOR'S CERTIFICATE
I Ce +%
FILED FOR RECORD AT THE REQUEST OF KENNETH L. LONG, THIS le DAY OF
5402MbLoe - , 1997, AT---ja-!S-- MINUTES PAST - M.. AND
RECORDED IN VOLUME - OF PLATS, PAGES -- - --- THROUGH
__ , RECORDS OF SNOHOA41SH COUNTY, WASHINGTON.
BOB 7ERWWGER p _k i"! -'D
AUDITOR, SNOHOMISH COUNTY
By. LiAul I
DEPUTY OWNTY AUDITOR
mom
A.F. NO..
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PLAT OF BELLA PLACE NO. P=96=140
NE-1-1,4,-,—�i7il4,-v—SEC—.25,t—T—. 27N., &3E.,
CITY OF EDMONDSo SNOHOMISH COUNTYs WASHINGTON
DECL4RATION OF SUBDIVISION., DEDINTIONS,
COVENANTS AND CONDI77ONS (CON7UVM)
X SUBJECT TO EASEMENT AND COND17IONS FOR INGRESS, EGRESS AND
U77LITIES 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.
X11. SUBJECT TO EASEMENT AND COND177ONS FOR INGRESS, EGRESS,
MAINTENANCE AND LOCA77ON OF UTIL177ES RECORDED UNDER AUDITOR'S
FILE NO. 1104351.
X/j/. 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 DISTRIBU77ON 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
XV1. SUBJECT TO EASEMENT AND CONDITIONS FOR ELECTRIC TRANSMISSION
AND D/STRIBUTION LINES AND APPURTENANCES THERETO RECORDED UNDER
AUDITOR'S FILE NO. 8312070176.
XVIL SUBJECT TO RESERVA77ONS ANDIOR EXCEPTIONS FROM SNOHOMISH
COUNTY TREASURER RECORDED UNDER AUDITOR'S FILE NO. 793011.
XVIII. SUBJECT TO TERMS AND CONDITIONS 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 AUDITOR'S FILE NO. 9607180381.
XX SUBJECT TO TERMS AND CONDITIONS OF SANITARY SEWER EASEMENT
RECORDED UNDER AUDITOR'S FILE NO. 8204280207.
ka. SUBJECT TO EASEMENT AND CONDITIONS FOR UNDERGROUND ELECTRIC
FACILIVES 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.
Xkll. SUBJECT TO POWER OF ATTORNEY IN THE NATURE OPA COVENANT
RECORDED UNDER AUDITOR'S FILE NO. 8212270159.
DECLAMTION OF SUBDIVISION, DEDICATIONS,
COVENANTS AND CONDMONS (CONTSM)
THESE COVENANTS AND CONOITIONS-ARE FOR THE MUTUAL BENEFIT OF THE
GRANTORS AND HIS HEIRS, SUCCESSORS AND ASSIGNS AND ARE FOR THE
FURTHER PURPOSE OF COMPLIANCE WTH THE ORDINANCES AND REGULATIONS
OF THE CITY OF EDMONDS AND SUCH PERSONS ARE SPECIFICALLY GIVEN THE
RIGHT TO ENFORCE THESE RESTRIC77ONS AND RESERVAT70NS $Y INJUNCTION
OR OTHER LAWFUL PROCEDURE AND TO RECOVER ANY DAMAGFS RESUL77NG
FROM SUCH VIOLATIONS.
I
iN Kl 7NESS WIEREOF, WE SET OUR HANDS AND SEALS THIS
DAY OF 1997.
L NDA M. RNFR
an-
aj,
CLARANCE D L ROYCE, CYNFHIA M. ROYCE
1)
C. DEARL RZ04E
Z
CHRISTOPHLIR L. WOLFE
sk
%_� &—idA :
TONNIE Fi. - WOLFEI
GREAT WEjpN BANK, A� FEDERAL SAWNGS
BANK DBA SIERRA WESTERN MORTGAGE
COMPANY
BY.,
WASHINGf'0111MUTUAL BANK
WESTERN SURVEYORS INC., 13000 hW 99 SOUTH, EVERE77, WA., 98204 * PH. �425) 356-2700 * FAX. (425)356-2708
WCE PRESIDENT
77 TLE i
AVP MANAGER
77 TLE
SURVEY DATA, STREET LAYOUT, UTIL17-Y DESIGN, ADEQUACY OF SEWAGE
DISPOSAL AND WATER SUPPLY HAVE BEEN EXAMINED AND APPROVED.
RECOMMENDED APPROVAL TO THE EDMONDS CITY COUNCIL THIS -Jr-±b—
DAY OF -SO-1111810 loper 1997.
. w
ffrY ENGINEER, CITY OF EDMONDS
EXAMINED AND FOUND TO BE IN CONFORMANCE WITH THE APPROVED
PRELIMINARY PLAT AND IrS CONDITIONS OF APPROVAL. RECOMMENDED
APPROVAL TO THE EDMONDS CITY COUNCIL THIS DAY OF
T. '1997.
mr
<— ;;Po
rlITY Wl 4 N_b? - CITY OF EDMONDS
THE EDMONDS CITY COUNCIL. MEETING IN REGULAR SESSION, APPROVED
THE PLAT OF BELLA PLACE ON THE DAY OF
199Z
MAYOR, CITY OF EDMONDS
A TTEST' -,
Cl TY CLEkK
D
INC.
-- ----------
Of W now
A.F. NO@'
'LAT OF ur.L q A
v Lim PLIm CE
NE 114s SE 1149 SEC.25, T.27N. R.U. W.M.
EXPIRES- 5_25-11998
P-96-140 96-058—C 2 OF 6
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ACMVOWLEDGMENTS
STATE OF WASHINGTON ) ) SS.
COUNTY OF SNOHOMISH)
4
PLAT OF BELLA PLACE NO. P=96=140
T.27M.—R.Mes w1m*-----
CITY OF EDMONDS., SNOHOMISH COUNTY, WASHLNGTON
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 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:
'� — 5 —49 7
OFFICIAL SEAL
TERI L QUALLY
Notary Public I
State of Washington
MY CWAkWO E*= 12-W= I
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 SA77SFACTORY 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 THAT THEY SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT
TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES
MEN77ONED IN THIS INSTRUMENT.
DA TED: q- 3 -,Cl -7
OFFICIAL SM
TERI L QUALLY
Notary Public
State of WashingM
My CommWim Wo 12-294000
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 SA77SFACTORY EVIDENCE 7HAT 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 MEN77ONED IN THIS
INSTRUMENT.
DA TED.
6'1 -:3
TERI L QUALLY
I OFFICIAL SEAL
TERI L QUALLY
Notary Public
State of Washington
MY C0mmb8W E" 12-29-2M
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTE0
MY APPOINTMENT EXPIRES: 12-29-2000
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVEREM WA., 98204 * PH: (425) 356-2700 * FAX. (425
ACEVOWLEDGMENTS (comwm)
STATE OF WASHINGTON ) ) Ss.
COUNTY OF SNOHOMISH)
I CERTIFY THAT I KNOW OR HAVE SA77SFACTORY 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 WESTFRN BANK, A FEDERAL SAWNGS BANK, DBA SIERRA
WESTFRN MORTGAGE COMPANY, TO BE THE FREE AND VOLUNTARY
ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN
THIS INSTRUMENT
DATED:
TERI L QUAUY
NOTARY PUBLIC IN AND FOR THE STATE OF
OFFICIAL SEAL
WASHINGTON RESIDING AT MUKILTE0
TERI L. QUALLY
Notary Public
State of Washington MY APPOINTMENT EXPIRES. 12-29-2000
MY CommWo E*ras 12-W=
STATE OF WASHINGTON ) ) Ss.
COUNTY OF SNOHOMISH)
I CER77FY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
GEOMEY A#. NESTEJ? 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 —1
OFFICIAL 6EAL
TERI L QUALLY
Notary Public
State of Washington
my Comb" ElOrn 12-
TERI L QUAUY
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES. 12-29-2000
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PLAT OF BELLA PLACE NO. P=96=140
NE 114, SE 114s SEC.25, T.27N.v R-Mv W.M.
.-m --- ..- ---ll W
CITY -0--F— EDMONDS, SJVOHOMISH CO UNTY9— j1jS.J1]WGToy
LEGAL DESCRIPTION --
PARCEL 1:
PARCEL -A-,
THE SOUTH 85.5 FEET OF THE NORTH 235.5. FEET OF THE WEST THREE 7EN714S OF THE
NORTIlEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SEC770M 25, TOWNSHIP 27 NORTH. RANGE 3 EAST, WAL, IN SN0HOMIqj COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISK STATE' OF WASHINGTON.
PARCEL B.-
AN EASEMENT ACROSS THE WESTERLY 15 FEET OF THE SOU714 120 FEET OF THE NORTH 150 FEET
OF THE KEST J110THS OF SAID NORTHE4ST QUARTER OF THE NORTHEAST QUARTER OF THE
SOUTFtEAST QUARTER FOR PURPOSES OF INGRESS AND EGRESS -
SITUATE IN THE COUNTY OF SNOHOMIS�4 STATE OF WASHINGTON.
PARCEL 2:
T14E SOUTH 9Z50 FEET OF THE NORTH 4-45 FEET OF THE WEST T14REE TENTHS OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF TH.-: SOUTHEAST QUARTER Or -
SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, WAL, IN SNOHOMISH COUNTY, WASHINGTON"
EXCEPT ANY PORTION THEREOF LYING WITHIN THE PLAT OF BE7HORIA TERRACE NO. Z
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLAM PAGE 95. RECORDS
OF SNOHOIWISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL--B:
AN EASEMENT FOR INGRESS AND EGRESS OVER THE WESTERLY 15 FEET OF THE NORTH 245 FEET
OF 7W NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SAJD SEC71ON 25,
EXCEPT THE NORTH' 30 FEET THEREOF FOR 2201H STREET SOUTHWEST; AND
TOGETIJER MJH AN EASEMENT FOR INGRESS, EGRESS AND THE INSTALLATION, OPERA17ON AND
MAINTENANCE OF U77UTIES OW� UNDER, ACROSS� THROUGH AND UPON THE VEST 20 FEET OF
THE HEREINABOVE DESCRIBED PARCEL J.
PARCEL 3:
PARCEL A,*.
THE SOUTH 102.50 FEET OF THE NORTH J4Z50 FEET OF THE WEST THREE TENIHS OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 25, TOWNSHIP 27 NORTH. RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTOM
EXCEPT ANY PORTION THEREOF &= W17HIN *THE PLAT OF'BE7HORlA TERRACE'Na 2.
ACCORDING TO THE PLAT THEREOF RECORDED IN VIOLUME 20 OF PLAM PAGE 95, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON,
ALSO. THAT POR71ON OF THE WEST THREE TENTHS OF THE NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST. W.U.-
IN SNOHOMI,%l COUNTY, WASHINGTON, DESCRIBED AS FOILLOW-S'
BEGMVNING AT A POINT 2Jdx5 FEET SOUTH OF THE NORTHWEST CORNER OF THE WEST THREE
TENTHS MEASURED ALONG THE 14ESTMY BOUNDARY THEREOF. -
THENCE SOUTH ALONG THE WESTERLY BOUNDARY, A DISTANCE OF 9.5 FEET* -
TH04CE 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 TENTH$;
THENCE NORTH, ALONG SAID EAST BOUNDARY Z85 FEET TO A POINT 2J5.5 FEET SOUTH OF THE
NORTHEAST CORNER OF THE WEST THREE TENIK
THENCE WESTERLY To THE POINT OF BEGINNING PER CITY OF EDMONDS BOUNDARY LINE
ADJUSTMENT RECORDED UNDER RECORDING NO. 9607180381;
SITUATE W THE COUNTY OF SNOHOVISP4 STATE OF WASHINGTON.
w �, Wo
AN EASEMENT FOR INGRESS AND EGRESS OVER THE WESTERLY 15 FEET OF THE NORTH 245 FEET
OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOU7HEAST QUARTER OF
SAX) SEC17ON 25, TOWNSHIP 27 NOR714, RANGE 3 EAST, WM.;
EXCEPT THE NORTH 30 FEET THEREOF FOR 2207H STREET* SOUTHWEST,
AND EXCEPT THAT POR17ON LYING WITHIN THE MAIN TRACT.
SITUATE IN THE COUNTY OF SNOHoMIW STATE OF WASHINGTON.
PARCEL 4:
LOT Z BLOCK Z PINE ACRES� ACCORDING TO 714E PLAT THEREOF RECORDED IN
vaUME 13 OF PLAM PAGE 63. RECORDS OF SNOHOMISH COUNTY, WASHINGTON-
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL 5:
THAT POR77ON OF THE NORTHEAST QUARTER OF 774E NORTHEAST QUAR7ER OF
THE SOUTHEAST QUARTO? OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3
EAST
wM., IN SNOHOMISH COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS.
COMMENCING AT THE SOUTHWEST CORNER OF SAID SUBDIV1SION.,
THENCE SOUTH 8818-59- EAST ALONG THE SOUTH LINE OF SAID
SUBDIVISION, A DISTANCE OF 196.25 FEET TO THE KEST LINE OF BETHORIA
TERRACE Na Z ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20
OF PLATS, PAX 95, RECORDS OF SNOHOMISH COUNTY;
THENCE NORTH OZ2'31 * EAST ALONG THE WEST LINE OF SAID - PLAT A
DISTANCE OF 141.50 FEET To THE TRUE POINT OF BEGINNING;
THENCE CONIINUING NORTH 0152'31" EAST, 77.00 FEET TO A POINT ON
THE SOUTH LINE OF THE NORTH 445 FEET OF SAID SUBON1.900;
TH04CE NORTH 88*17'45' WEST PARALLEL WITH THE NORTH UNE OF SAD
SUWIVISION A INSTANCE OFila0l FEET -
THENCE SOUTH 0#52'310 WEST, 77.00 FEET,
THENCE SOUIH 8817,450 EAST. liaof FEET To THE TRUE POINT OF
BEGINNINGL
(ALSO KNONN AS LOT B AS DEUNEATED ON SHORT PLAT NO. 177(8-82)
RECORDED UNDER RECORDING NO. 8212130181, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.)
TOGETHER WTH A QUARTER INTEREST IN THE FOLLOWING DESCRIBED PRIVATE
ROAD;
THAT POR710H OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF
THE SOUTHEAST QUARTER OF SEC77ON 25, TOWlNSHIP 27 NORTH, RANGE J
EAST
W
IN SNONOMISR COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS'
COMMENCING A THE SOUTHWEST CORNER OF SAID SUBDIVISION.'
THENCE SOUTH 8818'59* EAST ALONG THE SOUTH LINE OF SAID
SUBDIWSON A DISTANCE OF 140.47 FEET TO THE TRUE POINT OF
BEGINNINa
.THENCE CONTINUING-SOU7H 8818'590 EAST, 4&5j FEET TO THE WEST
MARGlN OF 93RD PLACE WEST AND A POINT ON A CURVE AT M41CH POINT
THE RADIAL CENTER BEARS SOUTH 8910'300 EAST 131.60 FEET DISTANT;
-7HENCE NORTHEASTERLY ALONG SAID KEST MARGIN OF 93RD PLACE 14EST
ON A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 13*09'08",
AN ARC DISTANCE OF 30.21 FE"*
THENCE NORTH 8818'59* WOT. 51.54 FEET TO A POINT OF CURVAIUR&'
THENCE NORINWESTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF
25.00 FEET, THROUGH A CENTRAL ANGLE OF 89111301, AN ARC DISTANCE
OF Ja92 FEET TO A POINT OF TANGENCY;
THENCE NORTH 0*52*310 EAST, 86.88 FEET;
THENCE NORTH 88*17450 WEST, .30.00 FEET;
THENCE SOUTH 0*52'31* WEST 30.00 FEET;,
THENCE NORTH 8817*450 WEST, 30.00 FEET;*
THDa SOUTH 0*52'31* WEST, 20.00 FEET.,
THENCE SOUTH 8817'450 EAST. 30.00 FEET. -
THENCE SOU7H 0152'310 WEST, JZ31 FEET TO A POINT OF CURVATURE�
THENCE SOUTHEASTERLY ALONG A CURVE To THE LEFT HAWNG A RADIUS OF
55.00 FEET, THROUGH A CENTRAL ANGLE OF 89%11'30", AN ARC DISTANCE
OF 85.62 FEET TO A POINT OF TANGENCY AND THE TRUE POINT OF
BEGINNING,
Toa-THER WITH AN EASEMENT FOR INGRESS AND EGRESS AND FOR
INSTALLARON, OPERATION AND MAINTENANCE OF UTIU77ES OVER, UNDER,
ACROSS, THROUGH AND UPON THE REMAINING 314 INTEREST IN THE ABOVE
DESCRIBED PRIVATE ROAD. dam
SjTqATE IN THE COUNTY OF SNOHOAdISK STATE OF WASHINGTON.
VVVor . VVDAT CvYTDUVVADQ TAJP i qflnf) WWV 00 QtITTrTl RVFI?FrP- WA-. 98204 * PH.- 1`425) 356-2700 0 FAX.- (425)356-2708
PARCEL 1
.. . . . .... ......................................
PARCEL 3
PAR CEL 2
. ......... . .....
PARCEL
5
DETAIL OF PARCEL LOCATION
NOT TO SCALE
u�
U4�
LLI
U.
z 0
0 t
.j
Z
Z
0 =)
0
L)
C=
C-4
ep,
C= Co.
LAJ -Bit-
cn cm
=
LAJ
tz
=
= C=
w C-2
NW COR, NE 114, SE 114 . 220TH ST. SM
_-__-,4�7172 13, �6 9-(C-) (P -A)
440.00(C)(PA)
9 1.86(Al)(
FND 4x 4w CONC. AlON/
CASE W1 BRASS BUTTON CE
DOWN 1.3' (SEPTEMBER 1"6)
20' CL
in rio
PLAT OF BELLA PLAur. NO. P=96=140
. NE 114s, SE 114,9 SEC.25o T.27N.j R-Mv W.M.
CITY OF EDMONDSo SNOH016SH COUNTys WASHINGTON
WEST J�IOTHS PLAT MON.
N W*53230 W NOT FND. N 88"32'48* W
195.66(C) n 146.89(iIT2) 310.89(M)
�j 2 lil,
op FND. 3" BRASS DISK
195.34 ry
A EAST 114 CORNER
IN 5" DIA. CONC.
FND. 4"x4' CONC MONICASE
MONICASE W1 OX' W1 INVERTED NAX, 1.4' DOW
Np DOWN 0.2' (SEPTEMBER 1996)
(SEPTEMBER 1996)
W. LINE PLAT OF
WEST 15
92
,;OOPA
igg C�4
N 88*24'16& W -j
d 110A �
BETHOW IERRAU tv z
(Y
14
CA
N 88-J8'27-W(C)(PA) 'i.
� ) N 88-53-23- W cl
_or,* -i W)12--.-7 __4r �m
i(o ch 9 0 � I Z
pi c*4
L 40
Z�!z %7-
-------- [_ uj
-----------
X_-
C*
qo to
ta
ln�
iDz
N if
0,91
to I
SW COR ME 114. SE 114 SE COR. PLAT OF PINE
ACRES ON SUMMON LNE
S W*56270 E NEW (PA) %""\
440. OO(C)
LtAl 21&62(P)
.......... 655.62(C)(PA) 65& 1 7(PC) - - - - ------- ............
LEGEND
0 SET 518-x 24- REBARICAP VIG 16916
xSET CONCRETE NAIL MTH
FLASHER WSI 16916
SET UONUMENTICASE W 16916
0 FOUND REBAR17RON PIPE (I.P-)
(9� FOUND AdONU#4ENTICASE
0-0-4 FOUND SECTION 114 CORNER
FOUND SEC17ON CORNER
MONUMENT NOT FOUND
(C) CALCULATED
(M) UEASURED
(PC) PINECREST. VOL 14 PG. 55
(672) BETHORIA TERRACE NO. Z VOL. 20, PG 95
(SP) SHORT PLAT NO. 177(8-82)
(PA) PINE ACRES, VOL 13, Pa 63
PROPERTY LINE
I z — -*% FND 3 0 BRASS DISK
84.13 N 89lr320 E IN 50 DIA. CONC.
N W-53-23- _W --------------------
104�6 L8 AlONICASE W1 PUNCH
.6
DOW 0.4'
N�yj (SEP TEMBER 1996) FND. 5- DIA. CONC. AIONICASE
'jo NO DISK, USED j OF 1-112-
110.01 J HOLE IN CENTER.
(SEPTEUBER 1996)
WW25- W
SCALE. 1" 100'
ml CM4 r,>
E. LINE PLAT
Him Emosom SEEM=
OF PINE ACRES
FWD 3' BRASS DISK 0 50 100 200
n I v#
b. MERIDIAN: PLAT OF PINE ACRES
IN 50 01A. CONC.
AlONICASE M 7H SE COR. NE I/A
% VOL 13 OF PLATS, PG. 63, SNOHOMISH COUNTY, WA.
NE 114, SE 114
NO AIARK. USED HOLE — /I
UrACVtorn I BASIS OF BEMAIGS. EAST LINE OF PLAT OF PINE ACRES
(SEPWER 1996)
FND r BRASS DISK
IN 5* DIA. CONC.
AlONICASE
96)
Im bi
(SEPMdBER 19
;4
FND. 1-112' 1. P. W1
LEAD & TACK IN CASE�
1.2'DOW (SEPIEldBER 1996)
a
224TH ST. SW.
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 * PH: _ 25) 356-2700 0 FAX.
—2708
654.
,a:-
10
SE COR. NE IA SE 114
FND. 5- DIA CONC. MONICASE
W1 BRASS BUTTM 0.6' DOW
(SEPTUBER 1996)
SE SECTION CORNER v,
FND. 4"x4o CONC. AION/CASE
W1 20 BRASS DISK W1 OX'
LM TABLE
NO. BEAR I NG
DISTANCE
L 1
S
88*56 '27"
E
20.00
L 2
N
00*26 '270
E
7.85
L 3
N
00 * 14 '42
E
9.50
L 4
N
00 * 14 '42
E
30-00
L 5
N
00*50'49"
E
28.48
L 6
N
88*53'23*
W
20.00
L7
S
00*27 '02w
W
35-00
L8
-S
89*32'580
E
30-00
L9
N
00*26'27m
E
76.81
11
X-r
5-25-1998
SER 1996) 10%
ff A A
A.F. NO. "
W_
LAT OF BELLA PLACE
114t SE 1141 SEC.25t T. - 27N,___R.3E, --W.M.
"'-96-140 96-058-C 5 OF 6
I
I
7-
0.
LAO
uj .
0
us
lz 0
0
Z
L
0
cm
cm
C%4
02
cc
C=) cv.
LAi
LLJ
c-a
cn
LAJ
PLAT OF BELLA PLACE NO. Paw.96=140
NE 1142 SE 114, SEC.25, T.27N, R*3E*p WoMe
CITY OF EDMONDSP SNOHOMISH COUNTYP WASHLNGTON
FND 4 'x 4 - CONC MONI
CASE W1 BRASS BUTTON
DOW 1.3'(SEPUBER 1996)
220 TH 8 t. S.W. PLAT AIONUAIENT
N 88%53'23" W 556.24 NOT FOUND
/vl�
21169(c) 19&66 vry
9��L
1 6%) 146.89(C)(872)
---------------
lo' UILITY EA-SDJMT
91.86(0)
308 309 76,66 L2 1 180.34
r
(;L9 &V SF 23 0
r...Nwg551 SF - I NDS c5
C4 CITY OF EDMO Id
C4
rR
�p v
1.2'(w)) RS=8
9 i 4 1
I '(WA, 4,1 ESM7 FOR INGRESS & EGRESS CK
14. WESTERLY 15, OF THE SOUTH
w Kc, 1 120, OF THE NORTH 150' - - - - - - - - - - - - - - - -
OF NE 1/ 1 1,4�, S E t14]
A, NE
L6 I L7 z
z I
1121 AR
i Jx MA;
93D6
GWAPAGE
�j ;J
- - - - - - - - - s 88w, �r E 19115(C) 6 W300 FN5.
R7 AL3
n 92.62
C UR VE DA TA:
DEL TA
RANUS
LENGTH
F1-7..
109*28"160
35.00
66.87
AC2
41 *50'590
35.00
25.56
C3
25 * 03 '2 Vp
35.00
15-31
C4
24 *32'46*
35.00
14-99
C5
24046'040
35.00
15-13
C6
25 * 19 '49 "
35.00
15.47
C7
..60*52'38"
25.00
26.56
C8
89 *11 '30"
25.00
38.92(SP)
C9
89*11*30"
40.00
62.27(SP)
CIO
89*11'30*
55.00
85.62(SP)
LW DATA:
NO. BEARIM DISTA&CE
LI
N 88*53'23"
W
15.00
L2
N 88*5J'23"
W
15-00
Ll.
N 88*5.323'
W
45.52
L4
N 00 " 14 '42"
E
4J-00
L5
N 88*5323*
W
46-43
L6
S 88*53'23"
E
30.52
L7
S 88*53'23"
E
15-00
L8
N 39*,36'1,3"
W
28.62
L9
N 80*0722"
E
10-82
L10
S 88*53'230
E
19.12
LIl
N 88*53'2.3*
IV
40-00
L 12
N 00*2627m
E
10-00
L 14
N 00*26270
E
15-50
L15
N 69019'200
E
35.00
L16
N 49450'560
E
25.00
GARAGE
(,Aq A 6 f
-----------
4�NGIJCI FENCE
Ali
6,141,00," FENCE
E. LINE PLAT"
OF PINE ACRES
0. 9 '(w)
1 4 1
LC:�AGE
-4.2'(W)
cb
Wow INC.
W000 FENCE
i 1;
-----------
AP4
I , 10' MW ES1117
-----------
-IODRMAX WrT
30 to
J
A
ID rap s"t,
E-� C"
f[5)
ns=(o I =4 8 1
\ce TNX
C9---------
Cla\
49.1
ACMSS TO 93RD PL W
wrcwywvhr crTpvFvnp.q rivr - t.snnn HwY 99 SOUTH. EVERETT, WA., 98204 * PH.- _(425) 356-2700 *
I
:JN
E-7m
10
A
FND 3* BRASS I
IN 5' DIA. CONC
MONICASE
(SEPTEMBER 199
FND. J* BRASS D(9(
IN 5' DIA. CONC.
MONICASE W1 `X*
DOW 0.2'
(SEPTWER 1996)
LEGEND
0
SET 518'x 24' REBARICAP WSI 16916
CONCRETE NALL MTH
xSET
FLASHER W9 16916
SET STANDARD AdONUMENTICASE
WSI 16916
MONUMENT NOT FOUND
0
FOUND REBAR11RON PIPE (I.P.)
(6
FOUND AdONUMENTICASE
P4-4
FOUND SEC71ON 114 CORNER
+
FOUND SEC71ON CORNER
(C)
CALCULA TED
(P)
PLA T
(M)
MEASURED
(BT2)
BETHORIA TERRACE NO. 2
(SP)
S40RT PLAT NO. 177(8-82)
G
GROSS AREA
N
NET AREA
SF
SOUARE FEET
PROPERTY LINE
FENCE LINE
SCALE. 1 * - 50'
I mom mommomm
omm 6iiii
0 25 50 100
BASIS OF BEARING: EAST LINE PLAT OF PINE ACRES
VOL 13 OF PLATS, PC. 63, SNOHOMISf4 COUW WA.
NOTES:
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
*40SE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
UNNAMED THIRD PAR71ES WITHOUT EXPRESS RECERTIFICATION BY THE LAND
SURVEYOR.
2) BOUNDARY UNES SHOW AND CORNERS SET REPRESENT DEED LOCATIONS�
OWERSH/P LINES MAY VARY. NO GUARANTEE OF OWERSHIP IS
EXPRESSED OR IMPLIED.'
J.) LOT 9 IS INCLUDED FOR PURPOSES OF CONVEYING LAND. LOT 9
IS FULLY DEVELOPED WITH IrS OW ACCESS AND DRAINAGE.
CONVEYANCE OF THE LAND WILL NOT IMPACT ANY BUILDING SET
BACK REOUIREMENTS NOR WILL IT INCREASE THE PERCENTAGE
OF DEVELOPED AREA.
4.) BUILDING SETBACKS LINES ARE TYP/CAL (TYP-)
FRONT YARD 25-(TYP-)
SIDE YARD 7.5 (TYP-)
BACK YARD 15'(TYP.)
FND 30 BRASS D(SK
IN 5' DIA. CONC.
IJONICASE W1 PUNCH
DOW 0. 4'
(SEPTEMBER 1996)
FNO 3' BRASS DISK
IN 5" DIA. CONC.
UONICASE WITH
NO AlARK. USED HOLE
0 UEAMRED t
(SEPTEMBER 1996)
Im am A% I Aft mm Am,
jU ff A A W"M%
A.F. NO@ bo u-
--PLA m"pw OF -BFLLA PLACE
NE 1142 SE 114., SEC.25, T.27Np R.3EP WA.
P-96-140 96-058-C 6 OF 6
N�s s --, fiL
NE 114, SE 114s SEC.25, T.,17N., R.3E, W.M.
0
0
EX. Ce
TOP-371.39
LEGEND
m CB
STORY CATCH BASIN
OSD)qt4
STORM DRAIN MANHOLE
SANITAR Y SEWER MANHOLE
Pp
POWER POLE
GUY POLE
0 Kv
WA TER METER
D-4 wv
WA TER VAL VE
tr FH
FIRE HYDRANT I
G -
GAS LINE
WA TER LINE
p
POWER LINE
SEVER LINE
PROPERTY LINE
X X--)<---
FENCE LINE
/s_.l
�nv
FND MONUMENTICASE
9TV
FND MONUMENT
FIM MRANT ASSENSLY
�26, 18' RT
LY14PC "
& SEWER D67WT
RDS� SEE DETAIL)
UTILITY CONFLICT, NOTEs
CrWMACTOR TO POT -HOLE EX STORR LINE & EX WATER LINE
TE,
Lt
T! 0 (2) NEW PRIOR TO CONSTRUCTION START UP TO VMIFY
wN.]
POE ELEVI AT PROPOSED STORY PIPE Cl?OSSWG LOD!CATM
S*.'A. 0+ 16, 13' RT AND STA 0+20, lr RT
PLACE Rf= MAM PADS BETWN p1pa.
(0-SID), (81D-R), (2 LOCA71M TII
EX. SSMH LgT MONICASE
71,65
Top 364.03
IIE E72
L
IE �N -363.85 J W's
w MAILBOXES RELAY EX�12ro �R40P.
On AS
MAMILB ---
NOTE
MAINTAIN 2' HOR12IDNTAL CLEARANCE
BETWEEN POWER POLE AND EDGE OF
ASPHALT
EX. SSMH
- TOP-37101
IE(jE)-365.01
IE(W)-364.95
r
EX SSMH
IE(S).365.01
TO�=,377_39
pp
IE(E)-365.37
IE(W)-365.27
IE(S)=365.49
MAINTENANCE AGREEMENT,
947H PL. W IS TO BE A PRIVATE' ROAD W7H A
MAIN7ENANCE AGREEMENT RECORDED ON THE
FACE OF THE PLA T
CRAWL SPACE NOTE
THE MINIMUM CRAK SPACE ELEVII
FOR ALL L07S 2 THROUGH 8 SHALL BE 374.0o.
SCALE. 1 30'
1 mom
mm 11mmsm
0 '15 30 60
BASIS OF BEARING: EAST LINE PLA7- OF PINE ACRES
7Bhf SSMH @ENTRANCE DRAIEWAY
At Nt UUMNLIM LOT Z
CB 220TH ST. S.W. AS -BUILT ELN W. I BLK. 2
ss VER
S_ rl� 71JU
213.69(P) WAN LOWER LOW WA7MIE=364.95+8.06=373.01 ON TOP OF MH
____TJ95.66
%own .4 111 ;Q 146.89(P)
am
WATER- 80D KATER-4- soft m*
TER- "18-Di-
IR
91.83
FH rFT I
TOP-371.46 MC-4 V.87
C C ERY Itl 1 0
15Q-J69.94(I2-RCP) Hy VERTICAL
BEGIN
DMOPER M INSTALL
amqTA 113 1XI CS ME I
\, TOP=373. 5 -STANDARD OSTOI SIGN 11
, I-J0&.bFl(lZ KWI
LOT 1 4 1 HIGH INTEqSITY F_
EX. 15' DRIVEWAY IE(E)-371.7 (12'�G 3Q
�74 SF
TRUCT 371.71I(IfN -SM& NAME SIC# ON TOP O� STOP 9GN
I0'X 20' PA f( -in
CONS 1&( W
SF8 S 372.710"PI W1 60 \tELLOW *STREET ENDr.
EX C INSTALL "NO PAWMG SOUTH LETTERi*MBERS
I`URNA D D VIP. 6
bA /* OF HERE' SIGN (I Typ.) 0 '" XTRUDED, ALUM. SLAW. CURVE TABLE
N 9TE
ISTA 0+60. 10147 1 12*
STOP 'PAR
III srp �_ I % DEL TA RADIUS LEWTH
LWCA11061- FIELD LOCAT
Ey. S Fp 1.2 ESM7 Fok INGREss & EGRESS I
: r _37l./73)
L CS 02 THE WEStERLY 15 FEET Cl 84*26'36" 35.00 51.58
OF" THE 125
C al - C2 63035 '12m 35-00 38.84
.i I OF THE
A% CJ 28 '20 '48" 35.00
CAP EM IE-J70.87 17.32
C4 24 * 32 '46
14' 35-00 14.99
C5 50045'08'* 35.00 Ji.00
C6 72*08'19" 25.00 31.48
cl) i n T x rom
cB va
_rl�41 to 0
0\ T,� C3
co
C14
EY CAr
CcfNC. 00 to
00
CATCH BASIN DESIGN INFORMATION cy) I I I
C81
TYPE
STA
DESIGN
TOP EL
JAS-BUILT
TOP EL
DESIGN
JE
AS -BUILT
IE
ADD117ONAL
INFORMA 77ON
1
RT
372.70
370.WE)
370.WK9
W1 GRA TE
370.50(S)
2
1
0+90
RT
374.85
J70.8
370.8 s
370.8
1370. E
W/ SOLID
LOI LID
3
2-54
_12NT
95
J75. 00
3701
J70.40�S)
370.40(Vo
370. W)
CONTROL
STRUCTURE
SEE DETAIL
4
1
0+95
It. 17' L 7
374-80
370.95(*)
W1 ORA TE
I-L
p-4A *
,
J75.16
J70.40(N)
W/ SOLID
LO"G LO
I-L
17.17-
0+95
RT
374.88
370.40(t)
37S.40(S)
W1 GRATE
7
2-481OPM
34' LT
.375.15
370.40(N)
370.90(S)
W1 SOLID
LOCKING LID
8
1
3+12
47' LT
374.57
371.25(N)
W/ GRATE
ME
STA
DMGN
TOP EL
AS-BULT
TOP EL
DESIGN
Ir
AS -BUILT
IE
ADDITIONAL'
INFORMATION
o
C al
0+90
IJ'RT
372.J5
370.85
W1 SOLID LID
OR21+5t
63.0 RT
J75.20
J71.45
W1 SOLID LO
0 (132+87
68'RT
375.30
371.60
W1 SOLID L/D
CO a42
66t?JRT
375.35
J71.75
W1 SOLID LID
YD & 1
1+64
13' RT
372.65
371.15
W/ SOLID LO
YD 92
2+34
XRT
372.93
371.43
W/ GRA TE
IrD &31+64
88'RT
372.95
371.45
W1 GRATE
6' MOD FNI N 88"1 W 195.15
31101 S &S-5 / 6' WOOD cc
.3 WI
RO
115.00
L K 2 0 . 11-7 ..
AA IO`BSBL 001I LINE kAT OP PA RCEL
BETHORLI TERRACE 12
It N=8, I I I I I I - - -
PIN y . I+ - _W
CC
IYD &3 ui
'Ek SFR
- PROI SM
'110-324 N CARACE
IMEV -J74. 00 FW75_1 CRA WE SPA to
CRAVX SPACXE 0, 71. 9 N
ELEV-3
PRopm
4-10 m A.4, ! - . , I I I
mmm sm _j - PA RCEL
6?A . RE REMOVIED-1
LLOT 21 :z I f SPACE LrO
f ol
I . 'r ELEV-374.00MON-11
/G=9,197 sl
L --PA-RCEL 2
PROME DRAINAGE SNALa
I f -To REM
I/N=8,001 Sr 017 s 11 .10
TO DIVERT LOT 2S SURFACLr 0
LIE ROCKt Ry
RUN-OFF M DRAINAGE
I 7:r7
SYSML
N%
room "S&I L6p&
cl�
7j .00,/
9 .01 N 88*5827'- W
5' D FNC, 0. 9 '(w) DETAIL OF PARCEL LOCATION
G3
AI
-02F
CB 05'.
EVX SWH
112'-60 PER AIR ZSO 8_15
FIV lRT il(E)
I DRAIN 0 0.42 10 1
TOI4 15
c�S EX. SM .............
IlL N 3'6..117
E 6
:J6 5
91' 374.87 J93"2 NOTE,
IE E wJ66.2
INSTALL SID. PUD COBRA me c
PROFILE FF-378.39
LOT 9 IS INCLUDED FOR PURPOSES OF CONVEVNG LAND. LOT 9
HEAD LUMINAIRE PIERPUD co Ad owu
Ica 87 9 I -or IS FULLY DEVELOPED WTH WS 00 ACCESS AND DRAINAGE.
SID. PLANS (I Tr.) 4 Zj� L'O 8 LZ�IIIIIIII�
STA. 2+70, 21 LT. CONWYANCE OF ME LAND WU NOT IMPACT ANY BUILDING SET
UNTER OF P IT 374.87 :�
BACK REQUIREMENTS NOR NU IT INCREASE i7f PERCENTAGE
STA.2+84.17
35.651T 800 . . .....
0 1 1 OF DEVELOPED LAND.
4.2"1
Lu
n T SET MONICASE
G
T STA.2+86.49
J5. 181 T
374.57 1p td
WR77CAL CURB 41
cl Co i TA Nk**- Rl wlwWGS TO -1
jr );Io
I � REMOwn
(CITY (COPY
.z
4'MOD FENCE C) i'�
DRAINAGE NOTE
'88' '2�3
ALL ROOF AND FOUNDAIION )r TA W TO
DRAINS SHALL 'BE MINIMUM at MOVED
4* ADS-N12 OR PVC AT 1.0%
1-7
SLOPE AND CONNECT TO STORM 7
DRAW SYSTEM.
ch I I ��J* to A P P R
COUEC77ON Pips 'To aE 61, mW. 0) 1 1 , I vn
ed p"pm sm / R?wm sm pwm sm Aok Adlbl AIM,
PIPE IF MORE THAN 2 HOUSES u) 23"1 3'k#OOD PEACE
CRAK SPACE / CRAKIL SPACE CRAK SPACE
ARE COLLECTED BY THE PIPE. aEv..374.00 T R N
Lz a&nJ74.00- Lu ELEV.-374.00 UUN w I v
AIN. 910 *%IN.
CN
L 0 r/
3 U! LO 4 r,-
DATE:
LOT/ 5 Ll 17 /T?,
1 8,197 J 7 8,352 3F a �) a I It" V 1 9 A 1�.
PIPE
TYPE
npr
AS -BUILT
LENGTH
LENGTH SLOPE
AS -BUILT
SLOPE ADDII70MAL
AS-BUfL T INFORMA 77ON
- P-1
8-RCP
75'
OAX
P-2
61-PVC
17'
0.0
P-3
f2*I
5'
0. 4X
P-4
0I
P-5
12--PW
4'
0.4%
_-36*-CJWP
16r
. 1.
-ox
- . , � -1. 0 �. -
Svc-
P-7
j6-,.cmp
188'
0.0%
SEE DETAIL
L_P_8
8-PVC
I.ox
SIEE DETAIL
P-9
60-PVC
0.4X
P-10
6'-PVC
74'
0. 4x
P-11
61
70-
0. 4x
P vc
75#
lo f
4.25
J
65.00
W/ rlr
6 WOOD FE.'4..- 6. 1' ji
7__ - -
_j -, 0 lr�
S 0-53'23'
152" E
FERRY
DOCK
�c/
MAIN ST
10
C I TY OF
0/
EDMONOS
2127H
SNT. Sw
SITE
0),
q!:c
o�220 TH ST. SA
224T
H ST-SW
LQ Ict 229TH ST
k
n
ch
VICINITY MAP
NOT TO SCALE
LEGAL DESCRIPTION
PARCM 1:
ME SOUIN 85.5 FEET OF IHE NMTH 235 5 FEET OF THE WEST j1f OIHS or THE NORTHEASr
WOO? OF THE NORTHEAST QUARTER OF THE' SOUTHEAST OUARTER OF SECTION 2A
TOWSHF 27 NORTH, RANGE 3 EAST
Wy., IN KING ry
COUN , WAVINGION.
SITUATE IN THE COUNTY OF SNOHOWV. STATE OF. WASHINGTON.
PARCEL G.,
AN EASEEkTNT ACROSS IHE WSTERLY 15 FEET OF ME SOUTH 125.5 FEET OF TK NORTH IUS
FEET OF W REST J/lOTHS OF SAID NORTHEAST OUARTER OF THE NORMAST WARIER Or TRE
SOUTHEAST ' QUARTER FOR PURPOSES OF WGIRLeSS AND II
SITUATE IN THE COUNTY OF SMOHORIV, STATE OF WA"CTON.
PARCEL 2:
PARCEL A.
THE SOUTH 97.50 FEET OF THE NORTH 445 FEET Or THE KST.3110THS Oir M NORTI
OUARTER OF THE NORTHEAST QUARTER OF THE SOLIIHIE
.AST 0UAR7ER OF SECTION 2.
TOWSHIP 27 NORTH, RANGE J EAST; WjW., IN SNOHOMISH COUNTY
WASHINGTON,
VICEPT ANYPOR77ON THEREOrLMG WTHW wpurarmmomA ImRAcrNOL z
ACCORDING TO THE PLAT MVTOF RECORDED IN VOLUME 20 OF PLAM PAGE 94 RECORDS OF
SNOHOMISH COUNTY, WASHINGTON
S177JATF IN THE COUNTY OF SNOHGMISHI STATE OF WASHINGTON.
PARCEL B.
AN EAXWNT FOR INGRESS AND EMESS OVER M KSTEqy 15 FEET or ME NORTH 245 Mr
aI IK NORTHEAST QUARTER OF WE NoRnfrAST CUARTR OF rw soumcAsr auARmR or
SAM SEC770M 25,
EXCEPT ME NORTH 30 FEET THEREOF MR 220TH STREET S W; AM
TOGETHER WITH AN LEASEMEN'r FOR WI EGRESS AND THE WSTALLARON. OPERATION AND
MAINTENANCE OF urrums OVER. UNDER ACROSS. THROUGH AND UPON THE IVEST 20 FEET OF
THE HEREINABOVIE DESCRIBED PARCEL j
THE SOUTH 1OZ50 FEET OF THE NORTH,347.50 FEET OF ME VEST THREE TENTHS 'OF THE
NORTHEAST QUARTER OF INE NORTHEAST QUARTER OF THE SouniEAST OUARIER LIF
SEC17ON 25, TOWSKP 27 NORTH, RANGE j EAST
, W.M.. IN SNIf COI WASHINGIft
EXCEPT ANY POR17ON IMEREOF LYING NIHIN THE PLAT OF BMOMA TMACE No. Z
ACCORDING TO 7W PLAT "WOF RECORDED IN VOLUME 20 OF pLAM PAGE 9A a-WRL)S OF
SNOHOMISH COUNTY, WASHINGTON,
ALSO, THAT POR770M OF THE REST 714REE TENTHS OF 7HE NORMEAST QUAR or M W T
TER NOR AS
OUARTER OF ME SOUTHEAST OUARTER OF SECTION 24 TOWSIV 27 NORTH, RANGE J EAST, WK.
IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS.
BEGINNING AT A POINT 2Z5 FEET SOUTH OF IRE NORTHWEST CORNER OF IHE KST WW
TENTHS MEASURED ALONG THE WESTERLY BOUNDARY THEREOF;
THENCE SOUTH ALONG ME WESTERLY BOUNDARY, A DISTANCE OF 9.5 F=,
THENCE DUE EAST TO THE EAST BOUNDARY OF SAID WEST IHREr TENTHS AT A POWT 245 FM
SOUTH OF THE NORMEAST CORNER X SAO REST THREE TENTHS ON THE EAST MWARy OF
SAID KST ME TENIHS�
THENCE NORTH, ALONG SAOEMT MWARY 9.5 FEET TO A POWT 235.5 FEET SOM OF 7W
NORTHEAST CORNER OF THE NEST ME TENTHS,
THENCE WESTERLY M THE POWT OF BEONNING PER CITY OF EDMONDS BOUNDARY LINE
ADJIUSIRENT RECORDED UNDER RECORDING No. 9607180381;
(BEING KNOW AS LOT A OF BOUNDARY LINE ADIIJUSTMENT NO. LL-96-18 AAO Ap-96-51
RECOIRM LINDER RECORDING NO. 9607180381).
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF wAsHINGTON.
PARCEL B. ,
AN EASEWNT FOR WI AND EGRESS OVER THE WESTERLY, 15 FEET OF pit NORTH 245 FEET
OF THE NORTHEAST OUARTER OF THE NORTHEAST QUARTER OF THE SOUTHI QUARTER OF
SAID SEC77ON 25� TOWSHIP 27 NORTH, RANGE 3 EAST, wM.,
EXCEPT THE NORTH 30 FEET THEREOF FOR 220TH STREET SOUTHWEST
AND EXCEPT THAT POR17ON LMG WININ THE MAIN TRACT
SFIVATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
PRINTE D
PARCEL 4: ILI[ 2 4
LOT Z BLOCK Z PINE AM ACCORDING To THE Pur immor IN
VMUME 13 OF PLAM PACE 63, RECORDS OF SNOHOMISH COWTY,
SITUATE IN IRE COUNTY OF SNOHOMISH, STATE OF WAVINGTON.
SUB,ECT TO ME EXCEP77ONS SHOW HEREIN
PARCEL 5:
LOT 8 OF SHORT PLAT No. 177 (8-82) pECORM UNDER Mo. 82,2130,81. RECORDS
OF SNOHOMISH COUNTY, WASHINGTOhI.
ftv 17 ft IAOA;
65.01 / 00. ulz Q I ,
5,97 11O.Of 13. DETEN77ON PIPE, CRAK SPACE ELS RLL 07-03-97 SITE ADDREM 9406 & 9332
Si '.1 220TH ST. SW
5' %`OOD FENCE s 88*53'2J". E 02 ROAD GRADE, STORM DRAINAGE SYSTEM- DETENTION PIPE,
0.115(s) RILL 06-12-97 EDMONI WA. 98020
.... I P. 6 M "FENCE #1 ROAn GRADE, STORM DRAINAGE SYSTLEM. SICNAGE DESCRIPTIONS RILL 04-23-97 TAX ACCOUNT NO
�glj REV. NO. DESCRIP 77ON 'S' 252703-4-007-0002 252703-4-008-0003
INITIALS - DA 7E 52403-4-009-0000 5442-002-002-0009 252703-4-014-
DA TE
0003
F-F
L
uj ROAD & DRAINAG PLAN
Ro 3 A nj A ^rw
*N
r.1�22124 FOR
NOT LD LOCA C14
.06 56-2700
a.. LLMM Western BELLA PLAVC
E. LINE PI rveJ70 OR Pw96-140
OF PINE ACRES rs -5500 r NA THAN
fammIIIIIIIIIII MAI �m �m 742 APPLICANT CHARLIE
7 LOT 9 & 0 MER.- 9792 EDMONDS WAY STE_ 266
"wmw 9,324 SF 31244 ED WAI 98020
10' SEWER ESM7 V. - p (425) 771-7270
1 r.r�
4�Q I r�. " AJn HCC f%^MCHl 7A kt7*Lm%
LI-O. at DIAN. By ........ DATE AfANAGS SCALE
'5J25 E EERS LAND SURYEYORS JSM 10-18-9 QUA
S 88 CIYIL ENGIN 6 LL I so,
10' DRAINAGE ESM7 EXPIRES 10/26,/M
domom "Numm �. � GNI am
DESIGNED BY F.B. MCL " NO. Sir.
fJOW hW " -SOUTH, rMM. WAJOSM AX (M)M-2708 R.B.NEHRING 96-oiseac I cr 2
NE 114, SE 1/4, SEC.25.9 T.27N, R.3E... W.M.
RIW
JO'R1W
b
to
cs
54
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PROPOSED MAD
so .wwl
Sol.OX
----- ---- - ---- --------- C,4
N - - 0 --------- e, 40
so- to
rl to
lift W)
L
00.4% C,4 rp, I rN�
75'p, RCP rl
370
J701
"CPA -Cs al C8 v3
CB #8
C5
CB v7
CB 04
�t IX GRAN CB v2
I -CB 85 1
CB no
365
365
2 3+00
0+30 0+00 1+00 +00
FROM STA. 0+8.76 TO 0+30 - CROWN VARIES
FROM STA. 0+30 TO 2+24 - 2% CROWN
95TH PL. W. PROFILE 1PRIVATE ROAD] FROM STA. 2+24 TO 3+20.39 - CROWN VARIES
HORIZONTAL SCALE: 1 INCH 30 FEET
VERTICAL SCALE. 1 INCH 5. 0 FEET
SIX EVENLY SPACED
HOLES FOR BOLTING
TO FLANGE CONNECTION.
�t
IANDLE KITH
LOCK PIN
ADJVSTABLE LOCK HOOK
W774 LOCK SCREW -
u ol
0 0
% 0 Mn
0
o
LIFT HANDLE SHALL BE ATTACHED PER
yANUFACTURER'S RECOMMENDA77ONS.
FRONT SIDE
ALTERNATES ARE ACCEPTABLE PROWDED MATERIAL
SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN
MA TCHES.
CLEANOUT / S141EAR GATE
. NO SCALE
MAXIMUM. OPENING
OF GATE
ROUND SOLID COVER MARKED
'DRAIN* WITH LOCKING BOLTS
UNLESS OlHERWSE APPROVED
TOP EL 375. 00 BY ENGINEER.
8tt Pvc
0 0.47o
PIPE SUPPORTS 3749GO-
ORIFICE 13
6* ELBOW
BOLTED OR IMBEDDED 20(MW)
IN C&NALL, 03' MA)WUM
OF EL
373.40
SHEAR GATE
ORIFICE 11
9WtMUM ONE SUPPORT
CONTROL ROD
IE - 372-22
".71
ORIFICE 03 Z 125'
IE - 371.90
7 -36 " CMP
167'-36" CMP
6
8w RCP
�R
oR;nCE 12 w 3.50,
u
ow
4X SL
0 0.4x SL
8* RCP
07
I0.4x SL
0 X SL
.......
-------
r'ainr
�r 'r
ORIFICE p
12
----
6' ELBOW
.5 DEAD STORAGE
0 0 s7
1.4'-12" PVC-
It- J70.90
00.07.
12' FR.O.P.TE
\-IE
- 370.40
IE - 368.90
CLEAN OUT SHEAR GATE
SEE DETAIL
mncEly - 23- DIA.
RESTRICTOR PLATE
54*STD.CB
CB 116 A
,sHop DRILLED.
(TIM.EACH ORfncE)
TYPE 1 -L
A
j
SECTION VIEW
AM -qCAIF
PAVEMENT WIDIN
END PAVIE4ENT
0.511,
77
to A
CEMENT CONCRETE
VERTICAL CURB AND GUTTER
NO SCALE
DETEN."TION PIPE TABLE
PIPE NORTH STUB SOUTH STUB
P-6 NO STUB 24m CUP
P-7 24' CMP 30* CUP
Wl 2- VENT PIPE
MATERIAL
- GALVANIZED WITH TREATMENT I ASPHALT COATING
- 2-213 x 112 In. CORRUGATION
- 16 GAUGE
- MINIMJM BAND SIZE 12"
mm....j
DETENTION VOLUME TABLE
- REQUIRED STORAGE Z296 CF
- DESIGN STORAGE 2,354 CF
I - DESIGN DEAD STORAGE 392 CF
CB #3
TYPE /I
(54-DIA)
.4'
P-6
167'-36" CMP
00.0%
6
16 7'�3
@ 0. 07
CMP
PLAN VIEW
NO SCAIX
P-7
188',-�36" CMP
0 O.Ox
2'-24" CMP
00.07.
ACCESS & UTILESW'T (STATIONING LINE)
EASEMENT
LINE
30'ACCESS & UTILESM'T
20' PAYED ROADWAY 79
VER77CAL CVRB RD. to'
& GUTTER MR) 20 0.5,
(SEE DE-TAILY -0.5,
2. 07- SL 2. 0% A
--- -------
- -----------
EX. GROUND 7
2" COMPACTED DEPTH CLASS OB" ACP
EX. FENCE
2* COMPACTED DEPT74 CSTC KEYS710NE RETAINING WALL�j
4" COMPACTED DEPTH CSBC 3.0' MAX HEIGHT TO BE INSTALLED
PER MANUFACTURERS RECOMMENDATIONS
APPROVED SUB -BASE (rYP.-BOTH SIDES)
PRIVATE ROAD CROSS SECTION ITYPJ
NO SCALE
195.5' CENTER TO CENTER
4" VENT PIPE r--
188' - 360 CUP
S- 0.0% IL I
0.5' DEAD STORAGE
----------------------------------------------- ------------- -
CB 06
C8 TYPE 1-L
CB 83
CB TYPE 2, 541
W1 RESTRICTOR
SEE DETAIL
2',-24" CMP
2'^, 30'" CMP
172.75' CENTER TO CENTER
CB *7
C8 TIME Z 48
167' 360 CUP
S 0.0%
0.5DEAD STORAGE --------------------------------------------------- 7
2^, 24" CMP
DETENTION STRUCTURES
N.T.&
EX. GROUND
v)
WASHED
DRAIN
ROCK
"'--6- PERF PIPE w1lFlL7ER
24" FABRIC SLEEVE
CURTAIN DRAIN
N.TS.
[0
117
Sog
CB *5
CB TYPE 1-1.
APPROVED ROAD SUB -BASE. MATERIAL
ROAD SUB -BASE MATERIAL SHALL MEET
WSDOTIAPWA STANDARD SPECInCATICIN 1
9-03.14 GRAVEL. BORROW OR APPROVED
EQUIVALENT. MATERIAL SHALL BE PLACED
AND COMPACTED TO 95X MODInED PROCTOR
IN LIM NOT EXCEEDING e. J
GENERAL NOTES
1. ALL CONSTRUCTION SHALL COWORM TO WE STANbARD SPEOVAMNS
FOR ROAD, BROX & MUNICIPAL CONSMUC770H AND STANDARD RMS
AS ADOPTED BY THE 0TY OF EDMONDS, AND ANY REOUIREMENTS
ESTABLISHED AT CITY HEARINGS ON THIS PLAN.
2. ALL CONSTRUCTION IS SUBJECT TO THE WVEC77ON BY ME CITY OF
EDMONDS AND THE CONTRACTOR SHALL NOIFY THE CITY OF THOR
SCHEDULE IN SUMCIENT TIME TO PERMIT INSDEC17ON PRIOR TO AND
DURING THE WORK.
J. THE CONTRACTOR SHALL BE RESPONSIBLE MR THE INSTALLATION OF
SIDE SEWERS (LATERALS & IM) AND THE PLACfNG OF 2 X 4 MAMM
WITH THE LENGTH AND DEPTH OF THE LATERALS AND TEES INSOM
ON THE MARKEIM AND PRIOR TO BACKFILLING. ,
4. THE CONTRACTOR SHALL N077FY THE CITY OF EDMONDS DEPARIMW OF
PUSUC-WORKS IN TIME PERMIT IN
PRIOR TO 8ACIlXLINGL
.5 UPON COMPLETION OF THE SITE IMPROVEMENTS AND UNOMRWW
UIVIIES, THE CONTRACTOR THROUGH HIS CONSULTING ENaNEER
SHAU FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS N"
INDICATED THE LOCA77ON OF ALL SITE IMPROVEMENTS INCLUDINO WE
INFORMA 770N.
6 UNDERGROUND WRING REQUIRED WITH STREET UGH77NG
7 WATER SERVICE WITH ME7ER BOX AND CURB STOP REWRED FrR EACH
LOT.
8. THE CONWCIOR SMALL, ARRANGE FOR AND MAKE AIR TESTS OF
SANITARY SEWER AND SEM CONNECTIONS UNDER TW 2MERVISON OF
THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVE- LATERALS
TO BE 60 CONCRETE PIPF, OR P.VC. CONFORMING TO SDR 3034
SIANDARDS�
9. EfflSTIN0 UNDWOUND FACILITIES HAW BEEN SHOW ON THIS
DRAWING FOR THE' PURPOSE OF ASSISTING THE CONTRACTOR W
LOCATING. SAO FACILITIES IN THE FIELD. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR CHECRING ACTUAL LOCATIONS IN THE FIELD AND
CHECKING.WIH APPROPRIATE AGENCIES THAT MAY HAVE UNDEIM"M
FACILITIES NIHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMACE TO UNDERGROUND FACILITIES
RESULTING FROM HIS OPERATIONS
10. A COPY OF THESE APPROVED PLANS MUST BE ON ME JOB SITE
WHENEVER CONSMUC17ON IS IN PROGRESS
It. IT SHALL BE THE RESPONSIBILITY OF WE CONTRACTOR TO CLEAN,
FLUSH, DISINFECT WHERE APPLICABLE AND OBTAIN SATISIrACTORY
APPROVAL FROM THE CITY OF EDMONDS REGARDING 774E QUAUTY AND
IN'TEGRITY OF COSTING WATER LINES, SANITARY SEWER LIM STORM
LINE, RETENTION SYSTEM, ETC WRITTEN ACCEPTANCE BY THE CITY OF
THESE PROCMMS MUST BE TRANSMITTED TO THE DESIGN ENWER.
12 ALL RVK AND MATERIALS SHALL BE IN ACCORDANCE WTH
WS,D.0.T/A.P.WA. STANDARD SPECIF7CATIONS OR AS DIRECTED BY
THE CITY OF EDMONDS.
13. ALL LOCA77ONS OF EYISTING UTILITIES SHOW ARE APPROVMATE AND
IT SHALL BE IHE RESPONSIBILITY OF ME CONTRACTOR TO VV?lFY THE
IXACT LOCA71ONS TO AVOID DAMAGE OR DISTURVANCE,
14. ALL INLET AND CATCH BASIN FRAME AND GRATES SHALL. NOT BE
ADJUSTED UNIX IMMEDIA TEL Y PRIOR TO PA MG,
15. THE TEMPORARY EROSIONIMWWTAMN CWTR& FACIUTY 9fALL BE
CONSMUCTED PRIOR M ANY GRADING OR EXTENSIVE LAND CLEAM AV
ACCORDANCE INTH THE APPROVED TEMPORARY EROSICINISMOTAIM
CONTROL PLAN. IHESE FAMJ17ES MUST BE SATI.TACTORILY
MAINTAINED UNTIL CONSMUC77ON IS COMPLETED AND THE POMVIIAL
FOR IN SITE EROSION HAS PASSED.
16. ALL REQUIRED STORM WATER RVENTIONIDE7ENTION FACILITIES MUST
BE CONSTRUCTED AND IN OPERATION PRIOR TO ANY PAVING UNLESS
OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS,
tZ DRAINAGE STRUCTLIRES NOT ON PUBLIC RGHTS-OF-RAY SHALL. HAVE
LOCKING LIDS.
is ALL DISTURBED stwAcEs SHALL BE sEEm wTH TOUGH, HARDY. rAsr
MWNG GRASS UNLESS LANDSCAPfNGI-EROSION CONTROL MEASILIRES ARE
EMPLO�w.
19. UNLESS OTHERWISE NOTED ALL STORM DRAINAGE PIPING 81, 121, fr.
24' & 36' INCLUDING DMI70N ME WILL BE 16 GAUGE GALVAMZED
STEEL AND SHALL. USE TREATMENT 1.
20. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE HYDRO -
SEEDER, OR AS OTHERWISE APPROVED BY THE CITY OF MUMS
DEPARTMENT OF PUBLIC WORKS THE PERFORMANCE BONO MEL NOT BE
RELEASED UN77L THE GRASS IS ESTABLISHED UNLESS OTHERWISE
APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF P()BLIC WMS.
21. PIPING SPECIRCARONS AS NOTED.
2Z ALL STEEL PARTS WILL RE GALVAWZED AND WITH TREATMENT 11
(ASPHALT COATED).
23 ALL WORK AND MATERIALS FOR INSTALLATION AND CONSMVION OF
SM. WATER. AND UNDERGROUND POWER SHALL CONFORM TO
STANDARD SPEMCA77ONS FOR SM WORK IN ACCORDANCE WIN IW
CITY OF EDMONDS AND SNOHOMISH COUNTY P.U.O. NO. I STANDARD&
SEEDING MIX# PROPORTIONS PERCENT PERCE14T
URBAN APFLICAII BY VEGHT PURITY GMINA 17ON
KENTUCKY BLUEGRASS 30% 85X 80%
(8tRKA, BARON OR FYLKING)
CREEPING RED FESCUE (PENNLAWN) 4ox 98x 90%
PERENNIAL RYE (DERBY OR PENNANT) 3O)r 95X 909
_SEEDWG.- APPLY APPROPRIATE MIXTURE M THE PREPARED SEEM AT A RATE OF 120 IbSIACRE
COVER THE SEE0 WITH TOPSOIL OR MULCH NO DEEPER THAN 112 INCH. I
PRf M i 1:,D
jut
c '7
PLrV 13 RLL 7-10-07 1
CONTROL STRUCTURE
CBo3 ITYPE 11-54111 DETAIL
SHT.
2
NE 114, SE 114, SEC.25.9 T.27N, R.3E., W.M.
T
�opol
8-mm ox R - 10'MN
4�4' QUARRY SPALLS
rEMPORARY CONSTRUCTION ENTRANCE
N.T&
M
T.E.S.C. NOTES
1. INSTALL TESC. FAOLITIES AS CONDITIONS WARRANT OR AS DIRECTED
BY aTY OF MYONDS INSPECTOR
2 ESC MWWM REOVIREWEN 7 - - S TASIUZA T70M OF EXPOSED AREAS.
ALL SOILS MOSED BY LAND DISTURBING ACTIW77ES SHALL BE STABILIZED
BY SUITABLE APPUCA770M OF BYPS� INCLUDING, BUT NOT LIM17ED TO, SOD,
HMROSEEDING, OR OTHER VEGETA770N, PLAS77C COVERING, OR MULCHING.
ALL BYPS SHALL BE 5EELECTED. DESIGNED, AND MAINTAINED IN ACCORDANCE
WITH THE MANUAL THE EXPOSED SOILS SHALL. BE STABILIZED ACCORDING
To AN APPROVED TIVETABLE(T)VICALLY. NO SOILS SHALL. REMAIN EXPOSED
FOR MORE THAN.TWO (2) DAYS FROM OCTOBER I THROUGH APRIL 30 AND NO
MORE INAN. Wthl (7) DAYS FROW MAY I THROUGH SEPTEWBER 30).
I FILTER FARRIC MATERIAL
POULTRY NETTING
314' - 3/r WAM
ORA Vn OR PEA GRA In
2"x 4" DOUGLAS FIR OR
EQUAL 04- O.C.(MAX)
-7
Qd I
NMY GRADED OR -/ _" W-11e.
DISWRBED SIDE SLOPE 1.
2.5'T
FILTER FABRIC FENCE
N.T.S.
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1.01
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INSTALL SEDIMENT BARRIERS1
(2 TYR)
q 1p
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V..
0.51 MIN.
KEY ROM #M EX GROUND
0.25, MR
L KEY ROCK #m Ex wOUND
a 25' Al/N.
NM- ROCK SHALL BE 40 k7WS QUARRY M
ROCK CHECK DAM X - SEC71ON
SEDIMENT TRAP
N. T.S.
RELOCATE WATER METERS
AS PER APPROVED WATER PLAN
1811MIN
CAXW BASIN W1 GRATE J WRE MESH (POULTRY NETTING)
FILTERED WATER
SEDIMENT BARRIER
N. T. S.
LEGEND FERRY
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STORM CATCH BASIN
0
STORM DRAW MANHOLE
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PROPERTY LINE
FND ONUMEN
TICASE
7717�/
-77
4W 77, ;. 1-1,-7771-777-117�-, 220TH ST. SW. FND MONUMENT
- - - - - - - FILTER FABRIC FENCE
_71
SEDIMENT TRAP
ZZil
--WATER- WA TER
.- I, It
0 7V ...... ATER r-8*Dl- WAC 332-130-100
INS7RUIENr USED : MLD TC - 1010
It
SURVEY PERFORMED BY FIELD 7RAVOSE
It
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ROCKERY WAC 332-130-M
SURVEY STANaM AS PER
-130-M, PART (1) (C).
It WAC 332
�l . EX GARA('.F
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It
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CONSMUCT70N EWRANCE
EX cr-F LO T 'A t
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ESM'T FOR INGRESS &
9dor) 4
THE KESTERLY 15 FEET,.-'
OF THE SOU7H 125'
OF 7HE NORTH 155,5'
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FILTER FABRIC cv)
LOT I It
L0_ 0)
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SEDIMENT TR,oll,
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F7LTER FABRIC
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FENCE (TYP. FF-378.39 k
11-21.
LOT 3 -0
Ljj
FLOW
SUMP BMW ROCK 0%'CK
DAM SHALL BE INSPECTED
DAILY & CLEANED KKK
COU.ECTED DEBRIS EXCEEDS
1/2 OF ITS DEPTH,
9
GARAGE
Ljj
CAPACE
PROPAND
TANK' EX. BUILDINGS To
BE REVOVED
Cl
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TANK TO Le
Ho
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- - - - - - - - - - - - - / - - - - - - - -
;o
9 A
3' D fFEN E
40T 3 LOT 4 LOT 5
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3763 376.3
CONSTRUCTION SEQUENCE
1.) ARRANGE FOR AND ATTEND PRE-CONSMUC77ON
MEE77NG WITH CITY & EDMONDS SITE INSPECTION,
771-0220.
Z) CALL DIALDIG (U77U7TES UNDERGROUND LOCA77ON
CENTER) 1-800-424-5555
J.) ERECT FILTER FABRIC FENCt,'SMAIENT BARRIERS,
SEDIMENT TRAPS, & CONSMUC77ON ENTRANCE.
4.) CLEAR AND GRUB SITEE.
5.) ROUGH GRADE -ROAD PER GRADING PLAN.
6.) INSTALL SANITARY SENER PER PLAN.
7.) INSTALL OTHER U7IU71M STORY DRAINAGE,
DE7EN?7ON SYSTEK POWER. TELEPHONE ETC
&) FINAL GRADE AND. PAW.
9.) HYDROSEED, MULCH AND PLANT LANDSCAPE
10.) REMOVE THE REMAWING TEVPORARY EROSION/
SEDIMENTA770M CONTROL ONLY,,FTER SITE HAS
BEEN STABILIZED AND arY OF EDMONDS 97E
DEVELOPMENT INSPECTOR HAS APPROVED THE
REMOVAL
11.) CLEAN UP STORM DRAINAGE SYSTEM.
GRADING OUANTMES:
CUT 100 cu Y&
F7U: AOOO CuYcfa
(GRADING QUAN7177ES ARE ROUGH CALCULATIONS
WHICH DO NOT ACCOUNT FOR SOIL SWELLING &
SHRINKAGE.)
DATE: -Tu Im
oamaw e.
CITY ENGINEER'
L
MAIN ST. 10
Cl TY OF EDMONDS-\ 12T� ST SW
L
::Ql i
SITE
LLJ
>: L0
,o�220TH'ST. �W
224TH ST.- Sw
Lo c
229 TH
7`4
VICINITY MAP
NOT TO SCALE
SCALE.- 1 30'
0 15 30 60
BASIS OF BEARING: EAST LINE PLAT OF- PINt ACRES
TOM SSMH @ENTRANCE DRIWWAY
AT NE CORNS LOT 2, BLF. 2
AS -BUILT ELEV. W.
Tu" IE=364.95+8.06=37J.01 ON TOP OF' MH
LONER LOW WATER
NOTE#
LOT 9 IS INCLUDED FOR PURPOSES OF CONVErNG LAND. LOT' 9
IS FULLY DEVELOPED WTH ITS OWN ACCESS AND DRAINAGE i;
CONVEYANCE OF THE LAND NU NOT IMPACT ANY BUILDING SET
BACK REQUIREMENTS NOR KILL IT INCREASE THE PERCENTAGE,
OF DEVELOPED LAND.
CAU 48- HOURS
BEFORE YOU DIG
PRINTE D 1-800-424-5555
JLIL 2 4 IVVI
WES TERrl S`JFllr_`YoF�, VIC.
UTIL17Y CONFLICT NOTE:
CAUTION. I -
THE CONTRAMR SMALL BE RESPONSIBLE FOR VERIFIfING THE LOCATION,
DIMENSION. AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOUNG THE U77LMES AND SURVEYINO THE
HORIZONTAL AND VERTICk LOCATION PRIOR TO CONSTRUCTION.
THIS SMALL INCLUDE CALLING U77LITY LOCATE 0 1-800-424-WW AND THEN
POTHOUNG ALL OF THE EKSTINC UTILITIES AT LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICM EXIST.
LOCATIONS OF SAID U77LMES AS SHOWN ON THESE PLANS ARE BASED UPON
THE UNVERIFIED PUBLIC INFORMA77ON AND ARE SUBJECT TO VARIATION.
IF CONnJCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WEMN
SURVEYORS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
PEV 11 RLL 7-3-97 1
snE ADDRES&% 9406 & 9332
5. WOOD FENCE 220TH ST. SW
RLL - 6-12-97 EDMONDS, WA. 98020
REV. 02 SITE GRADING
ro 6' WOOD REV.01 DETAILS RLL - 2-28-97 TAX ACCOUNT NOS' 25270.3-4-007-0002 252703-4-006-0003
REV. NO.. DESCRIPTION INITIALS DATE 252403-4-000-0000 5442-002-002-0009 252703-4-01470003
5le
EX. S.F.R. GRADING & T.E.S.C. PLAN
FOR
in
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ryestern OR
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_prs 742-55'00 A.PP"T CHARLIE NATHAN
OF PINE ACRES LOT 9
mc. & OVelt 9792 EDMONDS WAY S7F_ 268
10' SEWER ESM7 EDMONDS; WA., 98020
312 ''1 jjl� P (425) M-7270
LAND USE CONSULTANTS DON. BY ........ OAT PROXCT MANAGER SCALE
DD CIVIL ENGINEERS LAND SURVEYORS 'RLL 11-13-96 T.L.QUALLY 30
EXPIRES I OZgM DEVGNED BY F.B. NO. JOB NO.
130W HW 99 SOUTH.0 EVERETT. WA..98204. PAX (206)356-2708 WC 3 S
10' DRAINAGE ESM I I R.B.NEHRING 328 96058 w
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LiECLAtRATION OF SUBDIVISION
DEDICA TIONS,
COVENANTS AND CONDITIONS
KNOW A" PERSONS BY THESE PRESENTS:
THAT 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. WOLFE, HUSBAND AND WIFE,
THE OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, AND GREAT
MESTERN BANK, A FEDERAL SAVINGS BANK DBA VERRA WESTERN MORTGAGE
COMPANY, AND WASHINGTON MUTUAL BANK, THE MORTGAGEES THEREOF,
HEREBY DECLARE, PER ECDC 20.75.140B, 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
NATURAL COURSE SO AS TO DISCHARGE UPON ANY PUBLIC ROAD
RIGHTS -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 THE PLAT, MUST MAKE APPLICA77ON TO AND
RECEIVE APPROVAL FROM 774E 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 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."
W. tUBJECT TO THE CONDITIONS AND REQUIREMENTS FOUND IN PLAT FIE
P-96-140 AND SAID FILE IS LOCATED IN THE OFFICES OF THE CITY OF
EDMONDS PLANNING DIVISION."
' I IV. "THE SETBACKS SHOWN ARE FOR REFERENCE ONLY AND VEST No
RIGHT.' ACTUAL SETBACKS SHALL BE DETERMINED IN ACCORDANCE WITH
THE ORDINANCE IN EFFECT AT THE DATE A COMPLETED BUILDING PERMIT
APPLICA77ON 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 IN7ENDED
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 1 THROUGH 8."
nl'hLAT OF BELLA PLACE Nola P=96=140
to
NE 114o SE 114v SEC.25, T.27N., 03E.0 W.M.
CITY— OF—EDMONDSP SNOHOMISH— CO Ul�TYs—', WASHINGTOY-- -
DECM&77ON OF SUBDIVISIONp DEDICAT[ONS,
COVENANTS AND C (C0lV717V=)
I I
W. THE PRIVATE ACCESS EASEMENT IS HEREBY SUBJECT TO A UT'IL177ES
EASEMENT IN FAVOR OF THE 6RANTOR OR HIS SUCCESSORS AND OF ANY
ELECTRIC, TELEPHONE, TELEVI§ION 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 DISTRIBUT10N FACILITIES AND NECESSARY APPURTENANCES
I
TOGETHER WITH THE RIGHT OF� INGRESS AND EGRESS FOR SAID PURPOSES.
W1. AN EASEMENT IS H RESERVED FOR AND GRANTED TO ANY CITY,
ANY POWER COMPANY, A Y G,AS COMPANY, ANY TELEPHONE COMPANY, ANY
CABLE COMPANY AND OTHERR TILIPES, AND THEIR RESPECTIVE SUCCESSORS
lu
AND ASSIGNS, UNDER AND UPON THE EXTERIOR TEN (10) FEET OF ALL LOTS
AND TRACTS, PARALLEL W1774 AND ADJOINING EXISTING OR PROPOSI�D 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 UNDER�ROUND
DISTRIBUTION SYSTEMS WITH ECESSARY FACILITIES AND OTHER EQUIPMENT
FOR THE PURPOSE OF SERVIN THIS SUBDIVISION. AND OTHER PROqERTY,
WITH UTILITY SERVICES TOGEThER WITH THE RIGHT TO ENTER UPON I THE LOTS
A T ALL TimEs FOR THE PURP6SES HEREIN STATED. ALSO, ALL LOTS SHALL
BE SUBJECT TO AN EASEMENtj, 2.5 (TWO AND ONE HALF) FEET IN WDTH,
FEET IN MDTH, PARALLEL WITH AND ADJACENT TO ALL INTERIOR LOT LINES
LOT LINES FOR THE PURPO OF U77LITIES AND DRAINAGE, UNLESS
OTHERWISE SPECIFIED.
NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR
FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR PUBLIC SIGNALS, OR FOR
OTHER PURPOSES, SHALL BE PLACED ON ANY LOT UNLESS THE SAME SHALL
I
BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING.
W11. DRAINAGE EASEMENTS DE
FOR AND GRANTED TO THE ON
OWNER HAS AN UNDIWDED 1/6
MAINTENANCE, REPAIR AND RE)
COST OF SAID MAINTENANCE ,
RECONSTRUCT70N SHALL ALSO
OWNERS, THEIR HEIRS, SUCCES,
TOGETHER WTH AN EMERGENC)
CONVEYED TO THE CITY OF ED�
EGRESS, AND THE RIGHT TO E)
REPAIR ANDIOR REBUILD AN E
CONVEYANCE SYSTEM ANDIOR
OR THROUGH THE DRAINAGE E)
IGNATED ON THE PLAT ARE HERBY RESERVED
ERS OF LOTS 1 THROUGH 8. EACH LOT
H INTEREST IN AND RESPONSIBILITY FOR
.ACEMENT OF THE DRAINAGE SYSTEM THE
)PERATION AND REPAIR ANDIOR
E BORNE EQUALLY AND JOINTLY BY 17HE
)RS, AND ASSIGNEES, OF LOTS 1 THROUGH 8.
MAINTENANCE EASEMENT GRANTED AND
ONDS, WITH THE RIGHT OF INGRESS AND
!AVATE, CONSTRUCT OPERATE, MAINTAIN,
CLOSED OR OPEN CHANNEL STORM WATER
ITHER DRAINAGE FACILITIES, UNDER, UPON
'EMEN TS.
IX THE OWNERS AND ALL PERSONS HAWNG ANY -PRESENT OR SUBSEQUENT
OWNERSHIP INTEREST IN THESE� LANDS, AND THE SUCCESSORS AND ASSIGNS
OF OWNERS OR OTHER PAR77 HAVING ANY SAID INTEREST, HEREBY AGREE
ES I`
THAT THE CITY OF EDMONDS ShALL BE HELD HARMLESS IN ALL RESPECTS
FROM ANY AND ALL CLAIMS 0 DAMAGES FOR INJUNCTIVE RELIEF "ICH
MAY BE OCCASIONED,.NOW OR IN THE FUTURE, TO ADJACENT LAND OR
IMPROVEMENTS BY REASON OF 7HE CONSTRUCTION, OPERATION, AND'
MAINTENANCE OF THE DRAINAGE SYSTEM, AND HEREBY WAIVE AND RELEASE
THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES,
EXCLUDING DAMAGE CAUSED SOLELY BY AN ACT OF OMISSION OF SAID
CITY, AND INJUNC77VE RELIEF WHICH THE OWIqERS, OR THEIR SUCCESSORS
OR ASSIGNS, MAY 774EMSELVES � HAVE NOW OR IN THE FUTURE BY REASON
OF THE CONSTRUC770N, MAINTE�ANCE AND OPERAT70N OF SAID DRAINAGE
S YS TEM.
It
SURVEYOROS -CERT1FICATE
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
PROWSIONS OF THE STATE AND LOCAL STATUTES AND REGLJLA71ONS
GOVERNING PLATTING.
PSI
C %
in
E
"�NETH L LONIG,�,__
g P S
REGISTERED PROFESSIONAL LAND URVEYOR
REGISTRATION NO. 16916
Z.
I
C# 169=16
�JSTSSO
IAIV
EXPF&M 5-25-1998
__ 9P.- -3 - 71
DA TE
IN ACCORDANCL, WITH RCW 58.08.0400
ANY PERSO14 RECORDING A PLAT AFTER
TREASURER'S CERTIFICATE NIAY 31sE IMUST PAY AI)VANCF
. AXES
FOR THE NEXT YEAR.
I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE
LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN. ACCORDING TO THE
BOOKS AND RECORDS OF MY OFF710E, HAVE BEEN FULLY PAID AND
DISCHARGED, INCLUDING —1-91k— TAXES. 56'jPr- Iref 1997
BOB DAN 71NI
TREASURER, SNOHOMISff COUNTY
By. /&j. 1919 1p
DEPUTY TREASU79, SAIOHOUISH COUNTY DA TE
B Y.- R&nddL d. '�d f,, .
DEPUTY TREASURER, SNOHOMISH COUNTY
AUDITOROS CERMFICATE
0 WZfo,"Wipil
�A�
ice#%
FILED FOR RECORD AT THE REQUEST OF KENNETH L. LONG, THIS I It DAY OF
1997, AT-_3�5-- MINUTES PAST _q A-M., AND
RECORDED IN VOLUME - OF PLA TS, PAGES THROUGH
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
BOB TERMWGER
p R i D
AUDITOR, SNOHOMISH COUNTY -cp
RY- "AUJI CIAJAA,&. I
2q F-vzaco
DEPUTY CWNTY AUDITO-RII'164'
A.F. NO. CI-10 00 1
v "L A T 0 rom * B EL L A P L A C EF
JR
NE 1A sE 114, SEC.25, T.27N R.M. W.M.
P-96-140 96-058-C 1 OF 6
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PLAT OF BELiA PLACE NO. P=96=140
SEC—.25—,—T—.Z7N.,--P.3,E.,
CI77 OF EDMO10S, SNOHOMISH COUNTY9 WASHEVIGTON
0
DECLARATION OF
COVENANTS AND
SUBDIVISION,
CONDITIONS
DEDICATIONS,
(CONTRff=)
X SUBJECT TO EASEMENT AND CONDITIONS FOR INGRESS. EGRESS AND
UTIL177ES 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.
X11. SUBJECT TO EASEMENT AND CONDITIONS FOR INGRESS, EGRESS,
MAINTENANCE AND LOCA77ON OF UTIL/TIES RECORDED UNDER AUDITOR'S
FILE NO. 1104351.
kill. 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 Fli.E NO. 8208040194.
XV, SUBJECT TO EASEMENT AND COND177ONS FOR UNDERGROUND ELECTRIC
TRANSMISSION AND DISTRIBU77ON LINE RECORDED UNDER AUDITOR'S FILE
NO. 820804019Z
XW- SUBJECT TO EASEMENT AND CONDITIONS FOR ELECTRIC TRANSMISSION
AND DISTRIBUTION LINES AND APPURTENANCES THERETO RECORDED UNDER
AUDITOR'S FILE NO. 8312070176.
XVfh- SUBJECT TO RESERVA77ONS ANDIOR EXCEP77ONS FROM SNOHOMISH
COUNTY TREASURER RECORDED UNDER AUDITORS 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 AUDITOR'S FILE NO. 9607180381.
XX SUBJECT TO TERMS AND CONDITIONS OF SANITARY 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
X)Oh SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RIGHTS AND
EASEMENTS CONTAINED IN SHORT PLAT NUMBER 177(8-22) RECORDED UNDER
AUDITOR'S FILE NO. 8212130181.
XXJII. SUBJECT TO POWER OF ATTORNEY IN THE NATURE OF'A COVENANT
RECORDED UNDER AUDITOR'S FILE NO. 8212270159.
DECLARATION OF SUBDIVISION, DEDICATIONSt
COVENANTS AND CONDMONS (CONTRVM) :
THESE COVENANTS AND COND17IONS 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 THESE RESTRIC77ONS AND RESERVATIONS BY INJUNCTION
OR OTHER LAWFUL PROCEDURE AND TO RECOVER ANY DAMAGES RESULTING
FROM SUCH VIOLATIONS.
IN M77qESS WHEREOF, IW SET OUR HANDS AND SEALS THIS (977f
DAY OF 1997.
(,k A
' li'-"-
Rl R. WARNER LO NDA M. RNER
C 'e��
CLARANCE DEAPL ROYCE, KA CYN'tHIA A4. ROYCE
C. DEARL ROYCE
0
z
&HRISTOPHE9 L. WOLFE -el' TONNIE 14.'WOLFEI
V7CE PRESIDENT
GREAT WEjXqN BANK, A FEDERAL SAVINGS TI TLE
BANK DBA SIERRA WESTERN MORTGAGE
COMPANY
BY.,
WASHINGf0rU7UAL BANK
WESTERN SURVEYORS INC., 13000 H-WY 99 SOUTH, EVERETT, WA., 98204 # PH.- (425) 356-2700 * FAX. (425
AVP MANAGER
77 ILE
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-tig—
DAY OF -Setailamloar- , 1997.
e. . V-A�
ffFY 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
4 & -lt�l 1 0 1997
r
CITYILANNER, CITY OF EDMONDS
THE EDMONDS CITY COUNCIL, MEETING IN REGULAR SESSION, APPROVED
THE PLAT OF BELLA PLACE ON THE DAY OF
1997
MAYOR, CITY OF EDMONDS
A TTES T'
C/ TY CL
NOW.
boo
A.F. N0*
'All
ik
Pk L A T 0 F B rP."L L A PLACE
NE 114s SE 114, SEC.25o T.27N. R.3E., W.M.
EXPIRES: 1998
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-2708 'M�Nv' P-96-140 --- 96-058—C % 2 OF 6
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ACKIVOWLEDGMENTS
STATE OF WASHINGTON ) ) Ss.
COUNTY OF SNOHOMISH)
PLAT OF BELLA PLACE NO. P=96=140
NF
.,—.LI4,—.qR llAt—SM259 T.27N.s.—R.3E, ML
Jr
CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON
I CER77FY THAT I KNOW OR HAVE SA77SFACTORY EVIDENCE THAT CHARLES
R. WARNER AND LORINDA M. WARNER, 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: q-5-97
TERI L QUALLY
OFFICIAL SEAL
TERI L QUALLY
Notary Public
State of Washington
my
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES: 12-29-2000
ACEVOWLEDGMENTS (commm)
STATE OF WASHINGTON ) ) Ss.
COUNTY OF SNOHOMISH)
I CERTIFY THAT I KNOW OR HAVE SA77SFACTORY 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 VICE PRESIDENT OF
GREAT WESTERN BANK, A FEDERAL SAVINGS 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
-7
DA TED: —Ct
TERI L QUALLY
NOTARY PUBLIC IN AND FOR THE STATE OF
OFFICIAL SEAL
STATE OF WASHINGTON
TERI L. QUALLY
WASHINGTON RESIDING AT MUKILTE0
) Ss..
I
COUNTY OF SNOHOMISH)
Notary Public
State of Washington
z- 12-29-2000
MY APPOINTMENT EXPIRES.
I CERTIFY 774AT I KNOW OR HAVE SA77SFACTORY EVIDENCE
THAT CLARANCE
My CommWm E*res 12-n-M
DEARL ROYCE, AKA C. DEARL ROYCE AND CYNTHIA M.
ROYCE, HUSBAND
AND KIFE, 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:q- 3 -cl -7
OFFICIAL SEAL
TERI L QUALLY
Notary Public
State of wamington
My CommAgm EVIrm 12-20-M
L- - Lt cx ( ( ,
TERI L -QUALLY
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTE0
MY APPOINTMENT EXPIRES. 12-29-2000
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 ACKNOWLEDGED IT TO BE THEIR FREE AND
VOLUNTARY ACT FOR THE USES AND PURPOSES MEN77ONED IN THIS
INSTRUMENT.
DA TED:
1� -�3 - cl -7
OFFICIAL SEAL
TERI L QUALLY
Notary Public
State of Washington
MY COMM*" BOM 12-29-2000
J&� �—h -
TERI L QUALLY
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES: 12-29-2000
NESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 * PH: (425) 356-2700 * FAX.- (425)356-2708
STATE OF WASHINGTON ) ) Ss.
COUNTY OF SNOHOMISH)
I CER77FY THAT I KNOW OR HAVE SA77SFACTORY EVIDENCE THAt
GEOffREY IW. 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 CORPORATION TO BE THE FREE AND VOLUNTARY
ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THIS
INSTRUMENT.
DATED: 0/-3 -9� -7
TERI L QUALLY
OFFICIAL SE&
TERI L QUALLY
Notary PublIc
State of Washington
My Comb" E*ra I
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES. 12-29-2000
:D
MR% ow
P L A T 0 F a r. L L A 100jot 'Am C E
NE 114, SE 114, SEC.25, T.27N, R.M. W.M.
P-96-140 96-058-C 3 OF 6
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PLAT OF BELLA PLACE NO. Ps=96=140
NE 1Z4,_$E� SEC. 25v T.27N, R.3E., W.M.
CITY OF EDMONDSO SNOH . OWSH COUNTY.—WASHLNGTOAr-
LEGAL DESCRIPTION --
PAR CEL 1:
PARCEL 4:
PARCEL A:
THE SOUTH 85.5 FEET OF THE NORTH 2,35.5. FEET OF THE WEST THREE TENTHS OF THE
NORTWEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
LOT Z BLOCK Z PINE ACRES� ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 13 OF PLAM PAGE 64 RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, WM-- IN SNOHOMISH COUNTY. WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH. STATE OF WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISK STATE OF WASHINGTON.
PARCEL B-
AN EASEWENT ACROSS THE WESTERLY 15 FEET OF THE SOUTH 120 FEET OF THE NORTH 150 FEET
OF THE KEST J/10THS OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE
SOUDfEAST QUARTER FOR PURPOSES OF INGRESS AND EGRESS-
PARCEL 5:
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON-
THAT POR17ON OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF
THE SOUTHEAST QUARTER OF SEC17ON 25, TOWNSHIP 27 NORTH, RANGE 3
PARCEL 2:
EAST WM., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS'
COMMENCING AT THE SOUTHWEST CORNER OF SAID SUBDIWSION.-
PARCEL A:
THENCE SOUTH 881859" EAST ALONG THE SOUTH LINE OF SAID
THE SOUTH 9Z50 FEET OF THE NORTH 44,5 FEET OF THE WEST THREE TENTHS OF 774E
SUBDIV1SION, A DISTANCE OF 196-25 FEET TO 714E KEST LINE OF BEIHORIA
NORTHEAST QUARTER OF 774E NOR774EAST QUARTER OF THE SOUTHEAST QUARTER OF
TERRACE Na 2. ACCORDING rO THE PLAT THEREOF RECORDED IN VOLUME 20
SECTPON 25, TOWNSHIP 27 NORTH. RANGE 3 EAST, WM., IN SNOHOMISH COUNTY, WASHINGTON;
EXCEPT ANY POR17ON THEREOF LWNG WITHIN THE PLAT OF BE7HORlA TERRACE NO. Z
OF PLA7S� PAGE 95, RECORDS OF SNOHOMISH COUNTY;
THENCE NORTH 0*52'31* EAST ALONG THE KST LINE OF SAID PLAT A
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS. PAGE 95, RECORDS
DISTANCE OF 141.50 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CON77NUING NOR714 0*52*310 EAST, 77.00 FEET TO A POINT ON
OF SNOHOMISH COUNTY, WASHINGTON.
THE SOUTH LINE OF THE NORTH 445 FEET OF SAID SUBDIWSION;
SITUATE IN THE COUNTY OF SNOHOAdI94, STATE OF WASHINGTON.
THENCE NORT14 88'7745" WEST PARALLEL WITH THE NORTH LINE OF SAJD
SUBDIWSION A INSTANCE OFiiaoi FEET-
PARCEI B:_
THENCE SOUTH 0*52*31" WEST, 77.00 ffET,
THENCE souTm 8aw,45a EAST, haoi FEET To THE TRUE POINT OF
AN EASEMENT FOR INGRESS AND EGRESS OVER THE WIMERLY 15 FEET OF 774E NORTH 245 FEET
BEGINNING.
OF THE NORTHEAST QUARIER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SAID SEC77ON 25,
(ALSO KNOWN AS LOT 9 AS DELINEATED ON SHORT PLAT Na 177(8-82)
EXCEPT THE NOR174 30 FEET THEREOF FOR 2207H STREET SOUTHKST,' AND
RECORDED UNDER RECORDING NO. 8212130181, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.)
TOGETHER WTH AN EASEMENT FOR INGRESS, EGRESS AND THE INSTALLATION. OPERA TION AND
MAJNlENANCE OF U77LJ71ES OVO?, UNDER, ACROSS, THROUGH AND UPON THE VEST 20 FEET OF
TOGETHER W7H A QUARTER INTEREST IN THE FOLLOWING DESCRIBED PRIVATE
THE HEREINABOVE DESCRIBED PARCEL J.
ROAD;
THAT PoRlION OF THE NORTHEAST QUARTER OF THE NOR774EAST QUARTER OF
THE SOU714EAST QUARTER OF SECTION 25, TOWNSHIP 27 NORIN, RANGE J
PARCEL 30-
.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRfBED AS FOLLOWS:
EAST W
PARCEL A:
COMMENCING A 174E SOUTHWEST CORNER OF SAID SUBDIVlSfON,-
THE SOUTH 102.50 FEET OF THE NORTH J4Z50 FEET OF THE WEST THREE TENTHS OF THE
THENCE SOUTH 8818'59" EAST ALONG THE SOU714 LINE OF SAID
SUBDIV19ON A DISTANCE OF 140.47 FEET TO THE TRUE POINT OF
NORTHEAST QUARTO? OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SEC77ON 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, WM., IN SNOHOMISH COUNTY- WASWNGTON,'
BEGINNINa -SOUTH EAST, 4a53 FEET TO THE WEST
THENCE CON17NUING 8818'59
EXCEPT ANY PORTION THEREOF �vNG mTHIN THE PLAT oF,BETHoRtA m?RAcE,Naz
MARGIN OF 9JRD PLACE REST AND A POINT ON A CURVE AT WHICH POINT
ACCORDING TO THE PLAT THEREOF RECORDED IN VtXUME 20 OF PLAM PAGE 95, RECORDS
THE RADIAL CENTER BEARS SOUTH 8910'.30* EAST, 131.60 FEET DISTANT;
OF SNOHOMISH COUNTY, WASHINGTOM-
JHENCE NORTHEASTERLY ALONG SAID WEST MARGIN OF 930 PLACE WEST
ALSCt THAT POR71ON OF THE WEST THREE TENTHS OF THE NORTHEAST QUARTER OF THE NOf?7HEAST
'ON A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 1.3b.9,08",
QUARTO? OF THE SOUTHEAST QUARTER OF SEC71ON 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.,
AN ARC DISTANCE OF ja2l FEET,
714ENCE NORTH 8878590 WEST, 51.54 FEET TO A POINT OF CURVATURE:
IN SNOHOMISH COUNTY, WASHINGTON, � DESCRIBED AS FOLLOWS.
THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF
BEGINNING AT A POINT 2315 FEET SOUTH OF THE NOR7H14EST CORNER OF THE WEST THREE
25.00 FEET, THROUGH A CENTRAL ANGLE OF 89111301, AN ARC DISTANCE
TENTHS MEASURED ALONG 174E WESTERLY BOUNDARY THEREOF.-
THENCE SOUTH ALONG THE VoESTERLY BOUNDARY. A DISTANCE OF 9.5 FEET;
OF Ja92 FEET TO A POINT OF TANGENCY,
THENCE NORTH 0*52'31* EAST, 86-88 FEET,'
TH0#CE DUE EAST TO THE EAST BOUNDARY OF SAID WEST THREE TENTHS AT A POINT 245 FEET
THENCE NORTH 8817'450 WE3T, 30-00 FEET;'
SOUTH OF THE NORTHEAST CORNER OF SAID WEST THREE TENTHS ON THE EAST BOUNDARY OF
THENCE SOUTH 0'52'31" WEST 30.00 FEET -
THENCE NOR714 8811450 VEST, 30.00 FEET;*
SAID KEST THREE TENTHS�
THENCE SOUTH 0132'.31" VWST, 2aoo nmm
MYCE NORTH, ALONG SAID EAST BOUNDARY Z85 FEET TO A POiNT 2.35.5 FEET SOUTH OF THE
THENCE SOUTH 8817'45' EAST, JO.00 FEET;
NORTHEAST CORNER OF THE KEST THREE TENIHS�
THENCE SOUTH 0152'310 WEST, JZ31 FEET TO A POINT OF CURVATURE�
THENCE WESTERLY TO THE POINT OF BEGINNING PER CITY OF EDMONDS BOUNDARY LINE
ADJJSTUEWT RECORDED UNDER RECORDING NO. 9607180,381;
THENCE SOU7HEASTERLY ALONG A CURVE TO THE LEFT HAWNG A RADIUS OF
I .
55.00 FEET, THROUGH A CENTRAL ANGLE OF 8911*30", AN ARC DISTANCE
SITUATE IN THE COUNTY OF sNoHomISH; STATE OF WASHINGTON.
OF 85.62 FEL7 TO A POINT OF TANGENCY AND 774E TRUE POINT OF
BEGNNINC%
PARCEL 13: TOGETHER WN AN EASEMENT FOR INGRESS AND EGRESS AND FOR
INSTALLA7101q, OPERA17ON AND MAINTENANCE OF UTIU77ES OVER, UNDER,
AN EASOWENT FOR INGRESS AND EGRESS OVER THE WESTERLY 15 FEET OF THE NORTH 245 FEET ACROSS� THROUGH AND UPON THE REMAINING 314 INTEREST IN THE ABOVE
OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF DESCRIBED PRIVATE ROAD.
SAM SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, WM.; SITUATE IN IHE COUNTY OF SNOHOMI* STATE OF WASHINGTON.
EXCEPT THE NORTH jo FEET THEREOF FOR 220TH STREET SOUTHKEST,
AND EXCEPT THAT PORTION LWNG WITHIN THE MAIN TRACT. r,
SITUATE IN THE COUNTY OF SNOHOMISK STATE OF WASHINGTON.
WESTERN SURVEyORS INC., 13000 Hwy 99 SOUTH, EVERETT, WA., 98204 * Pffi__(,C25) 356-2700 * FAX: (425)356-2708
PARCEL 1
PARCEL 3
PARCEL 2
ARCEL
5
DETAIL OF PARCEL LOCATION
NOT TO SCALE
T r. 11 -Y F,
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"LAwl" OF BELLA PLACE
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NE 114p SE 114, SEC.25, T.27N., R.3E.,v W.M.
Nw COR., NE A SE 114 CITY OF EDMONDSo SNOHOAUSH COUNTys WASHINGTON
220TH ST. SW. WEST J11OTHS PLAT MON.
N 88"53230 w NOT FND. N 8Bq52'48* W V30
440.00(C)(PA) 21V9(C)(PA) - - r_- . - - - -
195.66(C) ....... 146.89(BT2) 310.89(A4)
195.96(9r2) 2,
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1.86(Al)(qA) 1 4 EAS
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1 (77 r --- FND. 30 BRASS DISK
251
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fWD. 4"W CONC. M
W1 INVERTED 14AA, 1. 4' DOW
FNO 40K 40 CONC. HOW rp AION/CASE W1 Y
1 1 ", ". aE D014N 0.2'
CASE W1 BRASS BUTTUN .1 'L * a (SEPTUBER 1996)
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1720' CL
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BETHORIA TERRACE NO. 2
in N 88SY2r W
K �P) C) t z I
14EST 15 ig
88-24,160 w j
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1.2'DOW (SEPTWER 1996)
a
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FND 30 BRASS DISK
IN 50 DIA. CONC
FND 30 BRASS DISK
IN 5w 01A. CONC.
AIONICASE Kf TH
SE COR NE
NO MARK. USED HOLE
114,
It
NE 114, SE 4
0 MEASURED
(SEPTEMBEJ? 1996)
FND r BRASS DISK
IN 5* DIA. CONC.
MONICASE
1996)
(SFpmw
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95 ff c
It
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 * PH., (425) 356-2700 0 FAX: (425)356-2708
654.
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LEGEND
0 SET 518*x 24' REBARICAP NS 16916
xSET CONCRETE NAIL WTH
FLASHER WS1 16916
SET AIGINUMENTICASE W 16916
0 FOUND REBAR,4RON PIPE (I-P)
40 FOUND MONUAIENTICASE
04-4 FOUND SECTION 114 CORNER
FOUND SEC17ON CORNER
q79V 14ONMENT NOT FOUND
(C) CALCULATED
(JW) MEASURED
(PC) 'PINECREST. VOL 14 PG. 55
(M) BETHORIA TERRACE NO. Z VOL- 20, PG. 95
(SP) SHORT PLAT NO. 177(8-82)
(PA) PINE ACRES, VOL. 13, Pa 63
PROPERTY LINE
SCAJE: 1 0 = 100'
bsm 1111111ffiffimm
om - Imommimm 6iiii
0 50 100 200
MERIDIAN. PLAT OF PINE ACRES
VOL 13 OF PLATS, PC. 63, SNOHOMISH COUNTY, WA.
WIS OF BEAPJNGS. EAST LINE OF PLAT OF PINE ACRES
"KNIZRIP
NO. BEAR I NG DISTANCE
Ll
S
88*56'27"
E
20.00
L2
N
00*26'27"
E
7.85
L3
N
00**14'420
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L4
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L5
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28. 48
L6
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88*53'23*
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L7
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LS
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PLAT OF BELLA PLACE NO. tw=96=140
NE 1141, SE 114,9 SEC.25, T.27N.s, R-Mop Kmo
CITY OF EDMONpSt SNOHOMISH COUNTY; WASHINGTON
FND 4'x 4- CONC YONI
CASE wl BRASS iwrm
DOW 1.3- (SEMBER 1996)
220TH St. S.W. PLAT AIONUAIENT
N 88ZJ2J" Iff 556.24 NOT FOUND
C4 21J.69(C) vr%/ 146.89(CXBT2)
19&96ci --------------
IV UJJUTY EAMNT ------------------
91.86(!P)
308 330 1 76,436 L I JL2 180.J4
f --- 7-1--
c;
G;9&V SF z jot
9- ! GARA
SF .0f: CITY OF EDMONDS
I SFR
1. 2(W) .9406
9.1 10T c;
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ESAIT FOR INGRESS & EGRESS cr
Rlw
ES EEGR
ESS
44 WEMLY 15, OF STH&EE SOUTH
14 ?7 H 0 04 -1
.110 OF THE NORTH 150'
r 120, SE I ----- --------- --
w 4. SE 1 4
a I v OF NE 1A NE I
L6 L7
DL SA;
M40D FN�.
S 88 �3 E 9&15(C) 6*
G4RI-V 5
10' UTIUTY EASDANT
1 11
r r -- -- - - - - - - -
8 t 7x( M)
P1 7
10, UnwuTy
1 GmI4,611 SF
I N-4030 SF IN 4060
SF
2 L ------------ J
NO 01 tugo SF -cn.
I rr:!Dcvc I rm SF 8.! 7 WITW I
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DRAINAGE AND U77UIIES 0m,
J --- f72.2Cr---
UNDER, ACROSS AND UPON ag'(w)
89*33'33' E-
94TH PL W. (A PRIVATE ROAD) - ------- N 88*58'270 IN -I
-63'(E)
(0-) W� c cd I'(E)
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---- - - -----
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LEGEND
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SET 518-x 24- REBARICAP WSf 16916
xSET
CONCRETE NAIL MTH
FLASHER WS( 16916
SET STANDARD AIONUMENTICASE
wSI 16916
MONUMENT NOT FOUND
0
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FOUND MONUMENTICASE
0-0-d
FOUND SEC71ON 114 CORNER
+
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(C)
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(M)
MEASURED
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(SP)
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G
GROSS AREA
N
NET AREA
Sr
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FENCE LWE
SCALE. 1 50'
REM
0 25 50 100
BASIS OF BEARING: EAST LINE PLAT OF PINE ACRES
VOL 13 OF PLATS, PC. 63, SNOHOA41SH COUNTY, WA -
NOTES:
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES
*40SE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
UNNAMED THIRD PARTIES WTHOUT EXPRESS RECERT11"ICATION BY THE LAND
SURVEYOR.
2) BOUNDARY UNES SHOWN AND CORNERS SET REPRESENT DEED LOCATIONS�
OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS
EXPRESSED OR IMPLIED.'
1) LOT 9 IS INCLUDED FOR PURPOSES OF CONVEYING LAND. LOT 9
IS FUUY DEVELOPED WTH IT'S OWN ACCESS AND DRALINAGE.
CONVEYANCE OF THE LAND MU NOT IMPACT ANY BUILDING SET
BACK REOUIREMENTS NOR WILL IT INCREASE THE PERCENTAGE
OF DEVELOPED AREA.
4.) BUILDING SETBACKS LINES ARE TYPICAL (TYP-)
FRONT YARD 25'(TYP.)
SIDE YARD 7.5 (TYP.)
BACK YARD 15'(TYP.)
FND 30 BRASS DISK
IN 5* DIA. CONC.
MONICASE W1 PUNCH
DOW4 0.4'
(SEPTUBER 1996)
FND 30 BRASS DISK
IN 50 DIA. CONC.
111ONICASE W TH
NO MARK USED HOLE
0 MEAMRED it
(SEPTEMBER 1996)
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--PLA T-OF BELLA. PLA CE.
NE 114.9 SE 1141 SEC.25, T.27N, R-3EP
P-96-140 96-058-C 6 OF 6
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OCT 2 4 1997
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DECL4RATION OF SUBDIVISION, DEDICATIONS,
COVENANTS AND CONDITIONS
KNOW ALL PERSONS BY THESE PRESENTS. -
THAT WE, THE UNDERSIGNED, CHARLES R. AND LORINDA M. WARNER,
HUSBAND AND WIFE, CLARANCE DEARL AND CMTHIA M. ROYCE, HUSBAND
AND KIFE, AND CHRISTOPHER L AND TONNIE H. WOLFE, HUSBAND AND WIFE,
THE OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, AND GREAT
KSTERN BANK, A FEDERAL SAWNGS BAW DBA SIERRA WES7ERN MORTGAGE
COMPANY, AND WASHINGTON MUTUAL BANK, THE MORTGAGEES THEREOF,
HEREB)�_ DECLARE, PER ECDC 20.75.140B, THAT THIS SUBDIVISION is -MADE
VWTH 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 MTH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES.
ALSO, THE RIGHT TO MAKE ALL NECESSAR� SLOPES FOR CUTS AND FILLS
UPON LOTS, BLOCKS, TRACTS, ETC., SHOWN ON THIS PLAT IN THE
REASONABLE -ORIGINAL GRADING OF ALL THE S7REETS� 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
NA77JRAL COURSE SO AS TO DISCHARGE UPON ANY PUBLIC ROAD
RIGLITS-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
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 THE
EXPENSE OF SUCH OWNER.
1. "ALL LANDSCAPED AREAS IN PUBLIC RIGHTS —OF —WAY SHALL BE
MAJNTAINED BY THE DEVELOPER OR HIS SUCCESSOR(S) AND MAY BE REDUCED
OR ELIMINATED IF DEEMED NECESSARY FOR OR DETRIMENTAL TO CITY ROAD
PURPOSES.
11. "NO VEHICLE ACCESS TO LOT 1 IS PERMITTED TO CROSS LOT 2."
/it. "SUBJECT TO THE CONDITIONS AND REQUIREMENTS FOUND IN PLAT FILE
P-96-140 AND SAID FILE IS LOCATED IN THE OFFICES OF THE CITY OF
EOMPNOSPLANNING 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 MICH 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 1 THROUGH 8."
PLAT OF BELLA'PLACE NO. P=96=140
. NE 1141. SE 114, SEC.25, T.27N., R.M. W.M.
CITY- OFEDM0NDS'v--SN0H0MISH— CO UNTYs-- WASHING T01V
DECL4RA77ON OF SUBDIWSION,
COVENANTS AND CONDITIONS
DEDICA77ONS,
(CONTNM)
W. THE PRIVATE ACCESS EASEMENT IS HEREBY SUBJECT TO A UTILITIES
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 RESPECTIVE
PRIMARY DISTRIBUTION 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 UPLIPES, AND THEIR RESPECTIVE SUCCESSORS
AND ASSIGNS, UNDER AND UPON THE EXTERIOR TEN (10) FEET OF ALL LOTS
AND TRACTS, PARALLEL WITH AND ADJOINING EXIS77NG OR PROPOSED ACCESS
RIGHTS--OF-WAY AND TRACTS (BOTH PRIVATE AND PUBLIC), AS WELL AS AN
EASEMENT W17HIN ALL PRIVATE ROADS, TRACTS AND DRIVES, IN WHICH To
INSTALL, LAY, CONSTRUCT, RENEW
, OPERATE AND MAINTAIN UNDERGROUND
DISTRIBUTION SYSTEMS MTH NECESSARY FACIL177ES AND 07HER EQUIPMENT
FOR THE PURPOSE OF SERVING THIS SUBDIVISION, AND OTHER PROPERTY,
WITH UTILITY SERVICES TOGETHER MTH 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
OTHERWISE SPECIFIED.
NO LINES OR MRES 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.
Wil. 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 1/877-1 INTEREST IN AND RESPONSIBILITY FOR
MAINTENANCE, REPAIR AND REPLACEMENT OF THE DRAINAGE SY57EM. 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.
TOGMEJ? WTH AN EMERGENCY MAINTENANCE EASEMENT GRANTED AND
CONVEYED TO THE CITY OF EDMONDS, KITH THE RIGHT OF INGRESS AND
EGRESS, AND THE RIGHT TO EXCAVATE, CONSTRUCT, OPERATE, MAINTAIN,
REPAIR ANDIOR REBUILD AN ENCLOSED OR OPEN CHANNEL STORM WATER
CONVEYANCE SYSTEM ANDIOR OTHER DRAINAGE FACILITIES, UNDER, UPON
OR THROUGH THE DRAINAGE EASEMENFS.
IX THE OWNERS AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT
OWNERSHIP INTEREST IN THESE LANDS, AND THE SUCCESSORS AND ASSIGNS
OF OWNERS OR OTHER PARTIES HAWNG ANY SAID INTEREST, HEREBY AGREE
RHAT THE CITY OF EDMONDS SHALL BE HELD HARMLESS IN ALL RESPECTS
FROM ANY AND ALL CLAIMS FOR DAMAGES FOR WJUNC71VE RELIEF WHICH
MAY BE OCCASIONED, NOW OR IN THE FUTURE, TO ADJACENT LAND OR
IMPROVEMENTS BY REASON OF THE CONSTRUCTION, OPERATION, AND
MAINTENANCE OF THE DRAINAGE SYSTEM, AND HEREBY WAIVE AND RELEASE
THE CITY OF EDMONDS FROM ANY AND ALL CLAIMS FOR DAMAGES,
EXCLUDING DAMAGE CAUSED SOLELY EY AN ACT OF OMISSION OF SAID
CITY, AND INJUNCTIVE RELIEF WHICH NE OWNERS, OR THEIR SUCCESSORS
OR ASSIGNS, MAY THEMSELVES HAVE NOW OR IN THE FUTURE BY REASON
OF THE CONSTRUCTION, MAINTENANCE AND OPERA77ON OF SAID DRAINAGE
SYSTEM.
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 _* PH. (425) 356-2700 * FAX: (425
SURVEYOROS CERTIFICA '
I HEREBY %CoERT7.FY PL4CE IS BASED
UPON AN ACTUAL SURVEY AND SU801WSJON 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 CORREC77-Y ON THE GROUND, THAT I FULLY COMPLIED WITH THE
PROWSIONS OF THE STATE AND LOCAL STA77J7ES AND RECIJLA77ONS
GOVERNING PLATTING.
�p
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"VMNE7H L LONG,,
A:g P S
REGISTERED PROFESSIONAL LAND URVEYOJR
REGISTRATION NO. 16916
9p,
DA rE
IN ACCORDANCE WITH RCW 58-08.040.
ANY PERSON RECORDING A PLAT AFTER
TREASURER -IS CERTIFICATE MAY 31st IMUST PAY :-,DVANCE
'TAXZS
FOR TliE NEXT YEAR,
I HEREBY CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE
LEWED AGAINST THE PROPERTY DESCRIBED HEREIN. ACCORDING To THE
BOOKS AND RECORDS OF My OFFICE, HAVE BEEN FULLY PAID AND
DISCHARGED, INCLUDING 22 TAXES. 5EP2- Are -, 1997
BOB DAN 71NI
TREASURER, SNOHOMISH COUNTY
BY.— .5epr /&,p 19.9;;p
DEPUTY TREASURE)f, SNOHOMISH COUNTY DA TE
8 Y, byLd�� - 4-� � W f",o Zen ,
DEPUTY TREASURER, SNOHOMISH COUNTY
AUDITOROS CERTIFICATE
� dr
w
FILED FOR RECORD AT THE REQUEST OF KENNETH L. LONG, THIS lre+* DAY OF
5LQf .1 Inbee -, 1997, AT__J�5__ MINUTES PAST __q_A_ M., AND
RECORDED IN VOLUME OF PLATS, PAGES --- THROUGH
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
BOB 7ERMLLIGER 'I P RIN "ICEED
AUDITOR, SNOHOMISH COUNTY
BY, �hjfffl �WA4_L,/ I
DEPUTY COUNTY A( ITOR
jam
A.F. NO. 5
,0ft mpw
PLAT ur BELLA PLACE
NE .1149 SE 114, SEC-25, T.27N. R.3E. W.M.
-2708
P-96-140 96-058—C 1 OF 6
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PLA T OF BELLA PLACE NO. Pm.96=140
CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON
0
DECLARATION OF SUBDIVISION, DEDICATIONS,
COVENANTS AND CONDITIONS (COMMW)
X SUBJECT To EASEMENT AND CONDITIONS FOR INGRESS, EGRESS AND
U77LI77ES RECORDED UNDER AUDITOR'S FILE. NO.'S 179863 AND 1946697.
Xt. SUBJECT TO EASEMENT AND CONDITIONS FOR INGRESS, EGRESS,
MAINTENANCE AND LOCATION OF UTILITIES RECORDED UNDER AUDITOR'S
FILE NO. 1104350.
YJI. SUBJECT TO EASEMENT AND CONDITIONS FOR INGRESS, EGRESS,
MAINTENANCE AND LOCA77ON OF UTILITIES RECORDED UNDER AUDITOR'S
FILE NO. 1104351.
kill. 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 COND177ONS FOR UNDERGROUND ELECTRIC
TRANSMISSION AND DISTRIBUTION LINE RECORDED UNDER AUDITOR'S FILE
NO. 820804019Z
XW. SUBJECT TO EASEMENT AND COND17IONS FOR ELECTRIC TRANSMISSION
AND DISTRIBU77ON LINES AND APPURTENANCES THERETO RECORDED UNDER
AUDITOR'S FILE NO. 8312070176.
XW[.- SUBJECT TO RESERVA77ONS ANDIOR EXCEP77ONS FROM SNOHOMISH
COUNTY TREASURER RECORDED UNDER AUDITORS FILE NO. 793011.
XWIj. SUBJECT TO TERMS AND CONDITIONS FOR COMMON DRIVEWAY MAINTENANCE
AGREEMENT THEREOF RECORDED UNDER AUDITORS FILE NO. 909180456.
1)0(. SUBJECT TO COVENANTS, CONDIPONS, RESTRIC77ONS, 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 CONDITIONS OF SANi TARY SEWER EASEMENT
RECORDED UNDER AUDITORS FILE NO. 8204280207.
X)q. SUBJECT To EASEMENT AND CONDITIONS FOR UNDERGROUND ELECTRIC
FACILITIES RECORDED UNDER AUDITOR'S FILE NO. 9212060197.
XYJI. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RIGHTS AND
EASEMENTS CONTAINED IN SHORT PLAT NUMBER 177(8-22) RECORDED UNDER
AUDITOR'S FILE NO. 8212130181.
Wit. SUBJECT TO POWER OF ATTORNEY IN THE NATURE OF'A COVENANT
RECORDED- UNDER AUDITOR'S FILE NO. 8212270159.
DECLARATION OF SUBDIVISIONs DEDICATIONS,
COVENANTS AND CONDnTONS (CONTDRW)
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 MTH THE ORDINANCES AND REGULATIONS
OF THE CITY OF EDMONDS AND SUCH PERSONS ARE SPECIFICALLY GIVEN THE
RIGHT TO ENFORCE THESE RESTRIC77ONS AND RESERVATIONS BY INJUNCTION
OR OTHER LAWFUL PROCEDURE AND To RECOVER ANY DAMAGES RESULTING
FROM SUCH VIOLATIONS.
IN Wf7NESS WHEREOF, WE SET OUR HANDS AND SEALS THIS 677*
DAY OF 1997-
4N=DAIM. 'WARNE�R���
CHARLES R. WARNER
L'J�Z' "
CLARANCE DEAPL ROYCE, 11KAU CYN'FHIA M. ROYCE
C. DEARL ROYCE
z
CHRISTOPHE�Rf L. WOLFE TONNIE H. WOLFEF
GREAT WEjpN BANK, A FEDERAL SAVINGS
BANK DBA SIERRA WESTERN MORTGAGE
COMPANY
BY.
WASHING*rOrUTUAL BANK
VEST'E'RN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT. WA., 98204 * Ej.-.�425) 356-2700 * FAX. (425
wcE PRESIDENT
TI ILE
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 -.5-th—
'10-mloar- , 1997.
DAY OF m
-*SE�NGNEEER, CITY OF EDMONDS
EXAMINED AND FOUND TO BE IN CONFORMANCE WfTH THE APPROVED
PRELIMINARY PLATAND ITS CONDITIONS OF APPROVAL. RECOMMENDED
APPROVAL TO THE EDMONDS CITY COUNCIL THIS DAY OF
I T. -it- 199Z
r
r1r, NER, CITY OF EDMONDS
THE EDMONDS CITY COUNCIL, MEETING IN REGULAR SESSION, APPROVED
THE PLAT OF BELLA PLACE ON THE --�/ --
5-7064- DAY OF
1997.
MAYOR, CITY OF EDMONDS
A TTEST'
Cl TY CL
D
Ll
It
PLAT OF BELLA PLACE NO. P=96=141t'
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ACKIVOWLEDGMENTS
-NE-114, E 114v-SEC.25,v,-T.27N.,.-R.
CITY OF EDMONDSv SNOHOMISH COUNTY,
STATE OF WASHINGTON )
) Ss.
COUNTY OF SNOHOMISH)
I CER77FY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT CHARLES
R. WARNER AND LORINDA M. WARNER, 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
D TED
A
TERI L QUALLY
OFFICIAL SEAL
TERI L QUALLY
Notary Public
State of Washington
My Commhg= E*m 126�2=
NOTARY PUBLIC IN AND FOR THE STA7E 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 EWDENCE 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 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:q-3 --ci -7 *
OFFICIAL SM
TERI L QUALLY
Notary Public
State of Washingim
My CommiMm Bon 12-29-2000
__j
TERI L - QUAUY
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT AdUKILTEO
MY APPOINTMENT EXPIRES. 12-29-2000
STATE OF WASHINGTON ) ) SS.
COUNTY OF SNOHOMISH)
I CER77FY THAT I KNOW OR HAVE SATISFACTORY EWDENCE 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 MEN77ONED IN THIS
INSTRUMENT
15/'-:3-1�7 % �-h -
DA TED: J&
TERI L QUALLY
I OFFICIAL SEAL
TERI L QUALLY
Notary Public
State of Washington
MY COMMUM BON 12-29-2DDO
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT )WUKILTEO
MY APPOINTMENT EXPIRES.12-29-2000
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 * PH: (425) 35�6-2700 * FAX. L425 356-2708
WASIRNGTON
ACMVOWLEDGMENTS (coNTsm)
STATE OF WASHINGTON ) ) Ss.
COUNTY OF SNOHOMISH)
I CER77FY THAT I KNOW OR HAVE SA77SFACTORY 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
INS7RUMENT AND ACKNOWLEDGED IT AS THE WCE PRESIDENT OF
GREAT WESTERN BANK, A FEDERAL SAWNGS BANK, DBA SIERRA
WS7ERN MORTGAGE COMPANY, TO BE THE FREE AND VOLUNTARY
ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN
THIS INSTRUMENT.
% -/-A
DATED: t7j� . 6(
TERI L QUALLY
OFFICIAL SEAL
TERI L. QUALLY
Notary Public
State of Washington
My Cmmftim ftlres 12-29-20DO
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 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 774AT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND
ACKNOWLEDGED IT AS THE AVP MANAGER OF WASHINGTON MU77JAL
BANK, A WASHINGTON CORPORAT70N TO BE THE FREE AND VOLUNTARY
ACT OF SUCH PARTY FOR THE USES AND PURPOSES MEN77ONE 9 IN THIS
INSTRUMENT.
DA TED:9-3 -q 7
TERI L QUALLY
OFFICIAL SEAL
TERI L QUALLY
Notary Public I
state of Washington
My CommimW Bores 12-29-2000
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES: 12-29-2000
PI.-R.1' i- Ti T1- - EE D
4 J-�
PLAT OF BELLA PLACE NO. P=96mwl40
NE 114, SE 1 SEC.25, T.27N., R.3E, W.M.
CITY OF EDM0lVDS,, SNOHOMISH COUNTY, V&SIUNG
LEGAL. DESCRIPTION
PARCEL 1:
PARCEL 4:
PARCEL A. -
THE SOUTH 85.5 FEET OF THE NOR774 235.5. FEET OF THE WEST THREE TENTHS OF THE LOT Z BLOCK Z PINE ACRES, ACCORDING TO 714E PLAT 774EREOF RECORDED IN PARCEL 1
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF 774E SOUTHEAST QUARTER OF VOLUME 1J OF PLAM PAGE 6J, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SEC77ON 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON. . ................................
SITUATE IN THE COUNTY OF WOHOMISK STATE OF WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL 3
PARCEL
AN EASEMENT ACROSS THE WESTERLY 15 FEET OF THE SOU714 120 FEET OF 774E NOR714 150 FEET
OF THE *fST J110774S OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER FOR PURPOSES OF INGRESS AND EGRESS.
PAR CEL 5: PARCEL 2
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL 2:
PARCEL A.,
THE SOU771 97.50 FEET OF 714E NORTH 445 FEET OF THE KEST THREE TENTHS OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SO(JrHEAST QUARTER. OF
SEC71ON 25, TOWAISHIP 27 NORTH, RANGE 3 EAST, WM., IN SNOHOMISH COUNTY, WASHINGTON;
EXCEPT ANY PORZION THEREOF LYING WITHIN THE PLAT OF BETHORIA TERRACE NO. Z
ACCORDING TO THE PLAT 7HEJ?EOF RECORDED IN VOLUME 20 OF PLATS, PAGE 95, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL lk
AN EASEMENT FOR INGRESS AND EGRESS OVER THE WESTERLY 15i FEET OF THE NORTH 245 FEET
OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUAR7FJ? OF
SAID SEC77ON 25;
EXCEPT THE NOR774 30 FEET 714EREOF FOR 2207H STREET SOUlHhEST,- AND
i
TOGE7HER M771 AN EASEMENT FOR INGRESS, EGRESS AND THE INSTALLATION. OPERA77ON AND
MAIN7E74ANCE OF UTILITIES OVER, UNDER, ACROSS, THROUGH AND!
UPON THE VEST .20 FEET OF
THE HERSNABOVE DESCRIBED PARCEL 3.
PABCEL 3:
PARCEL A;
THE SOUTH 102.50 FEET OF THE NORTH 34Z50 FEET OF THE WEST 714REE TENTHS OF 714E
NORTHEAST QUARTER OF 774E NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SEC770H 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, WM., IN SNOHOMISH COUNTY, WASHINGTON;
EXCEPT ANY POR77ON 7HEREOF 01MG47HIN 'THE PLAT OF'BETHORIA TERRACE'NO. Z'
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS, PAGE 95,-RECORDS
OF SNOHOMISH COUNTY, WASHINGTON,
ALSO, THAT P0077ON OF' THE WEST THREE TMTHS OF THE NORTHEAST QUARTER OF THE NORTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, WAI.,
IN SNCHOA4191 COUNTY, WASHINGTON,. DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 2Ja5 FEET SOUTH OF THE NORTHWEST CORNER OF THE WEST THREE
z
TENTHS MEASURED ALONG THE WESTERLY BOUNDARY THEREOF. -
us
THENCE SOUTH ALONG THE WESTERLY BOUNDARY, A DISTANCE OF 9.5 FET;
us
THENCE DUE EAST TO THE EAST BOUNDARY OF SAID WEST THREE TENTHS AT A POINT 245 FEET
SOU714 OF THE NORTHEAST CORNER OF SAID WEST THREE TENTHS ON 714E EAST BOUNDARY OF
z 0
SAID WEST THREE TENTH.S;
ollm
THENCE NORTH. ALONG SAID EAST BOUNDARY Z85 FEET. TO A POINT 235.5 FEET SOUTH OF THE
NORTHEAST CORNER OF THE KEST THREE 7ENTHS�
z
714ENCE WESTERLY TO THE POINT OF BEGINNING PEI? CITY OF EDMONDS BOUNDARY LINE
Z
ADsAJS7MENT RECORDED UNDER RECORDING NO. 9607180381;
0
0,
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
—
G.2
eg. Jim
yj
=2 a
t-u
w C=
164
3Z
PARCEL B.-
AN EASEMENT FOR INGRESS AND EGRESS OVER THE WESTERLY 15 FEET OF THE NORTH 245 FEET
OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SAID SECT10N 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, WAd.;
EXCEPT THE NORTH 30 FEET THEREOF FOR 220TH STREET SOUTHWEST,
AND EXCEPT THAT PORT10N LYING WITHIN THE MAIN TRACT.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
THAT POR77ON OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF
THE SOUIHEAST QUARTER OF SEC77ON 25, TOWNSHIP 27 NORTH, RANGE 3
EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS.
COMMENCING AT THE SOUTHWEST CORNER OF SAID SUBDIVlSION.-
THENCE SOUTH 861859" EAST ALONG THE SOUTH LINE OF SAID
SUBDIVISION, A DISTANCE OF 196.25 FEET TO THE KEST LINE OF BE7HORIA
TERRACE NO. Z ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20
OF PLATS� PAGE 95, RECORDS OF 9VOHOVI-W COUNTY;
774ENCE NORTH 0*52310,EAST ALONG 774E WEST LINE OF SAID PLAT A
DISTANCE OF 141.50 FEET TO THE TRUE POINT OF BEGINNING,
THENCE CON77NUING NORTH 0*52'31* EAST, 77.00 FEET TO A POINT ON
THE SOU714 LINE OF THE NOR774 445 FEET OF SAID SUBDIVISION;
774ENCE NORTH 8801745* WEST PARALLEL WITH THE NORTH LINE OF SAID
SUBDIWSION A DISTANCE OF 110.01 FEET;
THENCE SOUTH 0152131m VEST, 7ZOO FEET;
THENCE SOUTH 88-fr45- EAST, 110.01 FEET TO THE TRUE POINT OF
BEGINNINGL
(ALSO KNOW AS LOT 8 AS DEUNEATO ON SHORT PLAT NO. 177(8-82)
RECORDED UNDER RECORDING NO. 82121JO181, RECORDS OF SNOHOMISH
COUNTY, WASHINGTOIV.)
TOGETHER W7H A QUARTER INTEREST IN THE FOLLOWING DESCRIBED PRIVATE
ROAD;
THAT PORTION OF THE NORTHEAST QUARTER OF THE NOR774EAST QUARTER OF
THE SOUTHEAST QUARTER OF SEC71ON 25, TOWNSHIP 27 NORTH, RANGE J
EAST, WM., IN SNOHOM194 COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
COMMENCING A THE SOUTHWEST CORNER OF SAID SUBDIWSION;
THENCE SOUTH 8818*59* EAST ALONG THE SOUTH LINE OF SAID
SUBDIW90N A DISTANCE OF 140.47 FEET TO THE TRUE POINT OF
BEGINNINa
JHENCE CONTINUING- SOUTH 881859* -EAST, 49.53 FEET TO THE WEST
MARGIN OF 93RD PLACE WEST AND A POINT ON A CURVE AT M41CH POINT
THE RADIAL CENTER BEARS SOUTH 89*10'300 EAST, 131.60 FEET DISTANT;
JHENCE NORTHEAS'TERLY ALONG SAID KEST MARGIN OF 93RD PLACE KEST
'CIN A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 13-09'08-,
AN ARC DISTANCE OF 30.21 FEET -
THENCE NORTH 887859" WEST, 51.54 FEET TO A POINT OF CURVAIURE�
THENCE NORTHWESTERLY 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 3&92 FEET TO A POINT OF TANGENCY;
THENCE NORTH 0-5231- EAST, 86.88 FEET;
THENCE NORTH 88-77�45- WEST, 30.00 FEE7;-
THENCE SOUTH 0*52*31* KEST, JO.00 FEET; -
THENCE NORTH 8817-45- KEST, 30.00 FEET;
THENCE SOUTH 0'5231' WEST, 20.00 FEE7;-
THENCE SOUTH 88-17-45- EAST, 30.00 FEET;
THENCE SOUTH 0*5231" KEST, JZJI FEET TO A POINT OF CURVATURE,
THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF
55.00 FEET, THROUGH A CENTRAL ANGLE OF 8911'30", AN ARC DISTANCE
OF 85.62 FET TO A POINT OF TANGENCY AND THE TRUE POINT OF
BEG4NNINa
TOGETHER 417H AN EASEMENT FOR INGRESS AND EGRESS AND FOR
INSTALLATION, OPERA71ON AND MAINTENANCE OF UTILITIES OVER, UNDER,
ACROSS� THROUGH AND UPON THE REMAINING 314 INTEREST IN THE ABOVE
DESCRIBED FRIVATE ROAD.
SITUATE IN 7HE COUNTY OF SNOHOMISIt STATE OF WASHINGTON.
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 * PH. (425) 356-2700 * FAX: (425)356-2708
ARCEL
5
DETAIL OF PARCEL LOCATION
NOT TO SCALE
vr%L T OF BELLA PLACE NO. P=96=140
t -
w
0
Z 0
0
Z
Z
0 =)
0
N W COR., NE A SE 114 220TH ST. S . W.
L6 440. OO(C)?�A'T- 17 213�69(C)(PA)
r ---
� NE 114, SE 114, SEC.25, T.27N, R.3E., W.M.
rY OF EDMONDS, SNOH01USH COUNTYP WASHINGTON
lffST JIIOTHS PLAT MON.
N 88*5323* W NOT FND. N W*52'48* W V30
95.66(C) 7y 146.89(BT2) 89(M)
251'
FND. Y BRASS DISK
4195.34 ry
�17\11- EAST 114 CORNER
IN 5 DIA. CONC.
FND. 4*x4" CONC. MONICASE
FND 4"x 4' CONC. AlON/ MONICASE W1 -X- W1 INVERTED NAJL, 1.4' DOWN
(SEPTEMBER 1996)
CASE W1 BRASS BUTTON DOW 0.2'
EL
'* g 1 �2 ;u"),
CN
DOW 1.3'(SEPIEUM IM) (SEPTEMBFJ? 1996)
t4 a
20
r W LINE PLAT OF
z
N k N 88W'230 W
K BETHORIA IERRACE NO. 2
REST 15'
92. OO(PA) N 8824*160
I
92. 01 (C)
885W8' 7W(C)(PA) ------
N 8853*23" IN
LCT
co
C=
91,
co, 00
,C=
'c*
LAJ
9=
=12
cn
CZ
Lj.; L41
= cz
= C::o ek�
Lu C-51
LE
�.'k
I
C4
0,
r- cb
N
ct
N 8"323* Iff
N 8.9*37*320 E
I
(o
U)
c
C44
40
QO
FND J" BRASS DISK
221ST ST. SW.
IN 5' DIA. CONC.
!l/ . i W7.10 N MONICASE W1 PL CH
fie L8 DOW 0.4'
Ll
I:xl 'oe�
c; -i (SEPTEMBER 1996) FND. 5- DIA. CONC. MONICASE
Lor Af
110.01 NO DISK, U OF 1-112'
W4
HOLE IN CEWN
c�N 88W'250 (SEPMdBER 1996)
a c e &�- </ I
ft '� : ap ag) 1 a lli� t�)
E. LINE PLA T
S
OF PINE ACRES
ca I
SW COR. NE 114, SE 114 SE Aw 01 AT Or PINE
ACRES ON SUB&VlSION LINE
'27
S 88-56 - E s HELD (PA)
_112.CLOCC) I
JtA
21 62(P)
655.62(C)(PA) 655.17(PC) --------------
654.72(C)
). 1-112- LP. W1
LEAD & TACK IN CASE,
1.2- DOW (SEPWJ48ER 1996)
FND 3' BRASS DISK
IN 5* DIA. CONC
MONICASE 107H SE COR. NE IA
NO MARK. USED HOLE NE 114, SE 114
0 MEASURED q
(SEPTEMBER 1996)
FND Jw BRASS DISK
IN 5' D/A. CONC.
MONICASE
(SEPTEMBER 1996) V
ap r
a
224TH ST. SW.
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 * PH._(425,) 356-2700 * FAX. (425)356-2708
FND. 4-W CONC. MONICASE
W 2 BRASS DISK W1 PUNCH
,�� DOW (SEPTEMBER 1996)
228TH STS. SWN-
20.
20. C
to
to
w
I z
LEGEND
0
SET 518-x 24- REBARICAP WSI 16916
CONCREIE NAIL NIH
xSET
FLASHER WSI 16916
SET MONUMENTICASE n 16916
0
FOUND REBAR17RON PIPE (M)
/-Wl\
k�M
FOUND MONUMENTICASE
Pmll�-N
FOUND SEC17ON 114 CORAER
FOUND SECTION CORNER
MONUMENT NOT FOUND
(C)
CALCULATED
(M)l
MEASURED
(PC)
PINECREST VOL 13. PG. 55
(BT2)
BETHORIA TERRACE NO Z VOL 20, PG 95
(SP)
SHORT PLAT NO. 177(8-&2)
(PA)
PINE ACRES, VOL 13, Pa 63
PROPERTY LWE
SCAI.E.- 1 100'
KIM mirmomm
0 50 100 200
MERIDIAN. PLAT OF PINE ACRES
iVOL 13 OF PLATS, PC. 63, SNOHOMISH COUN7Y. WA
BASIS OF BEARINGS. EAST LINE OF PLAT OF PINE ACRES
"Fhov-�'- JIM
NO.
BEARING
DISTANCE
Ll
S
88*56'27"
E
20.00
L2
N
00*26'27w
E
7.85
L3
N
00*14'42 "
E
9.50
L4
N
00*14'42*
E
30.00
L5
N
00*50'49"
E
28.48
L6
N
88*5323"
W
20.00
L7
S
00*27 '02"
W
35.00
L8.
--S
89#32 '58-
E
30.00
L9
N
00*26'27"
E
76.81
ivt- 1/4, at 1pf
DIA. CONC. MONICASE
Acc-c"trrrw fialimum
�":'-41 - ' -,
-A
16916
UBER 1996)
EXPIRES. 5-25-1998
'yzyr-
SE SEC17ON CORNER
FND. 4'x4" CONC. MONICASE
W1 2' BRASS DISK W1 wX'
0.8' DOWN (SEPTDWBER 1996) rA
A.F. NOS -wf
-MAT OF BELLA PLACE
NE 114, SE 114s SEC-25.. T.27N. R. f 0 0
P-96-140 96-058-C 5 OF 6
W.
0
z
0
co
co
40410 cfi C=
C14
9= C*
9=
J=-
C5 C2% 0.
014
-cm
C-)
uj
cr.
ll=
fjj .0
F2
COO
LAJ
" A
FND 4-x 4- CONC. MONI
CASE W1 BRASS BUTTON
DOW 1-3- (SEPTEMBER 1996).
213.69(C)
lo' UTILITY EASEM174T
1. 2(W)
9,04
L-o-r 1
NOTE
EASEMEPT FOR INGRESS, EGRESS,
DRAINAGE AND U71L,171ES OVO?,
UNDER, ACROSS AND UPON
94714 PL W (A PRIVATE ROAD). I ------------
C UR VE DA TA:
NO.
DEL TA
RAD I US
LEWTH
cl. `:109*28'16m
35.00
66.87
*-,42
41 *50'590
35.00
25.56
C3
25*03'21'
35.00
15-31
C4
I a
-24 '32 46
35.00
14.99
C5
.24"46'04"
35.00
15. 1J
C6
"-'.-!-25019'49*
35.00
15.47
C7
: %,�60`52'38*
25.00
26.56
CS
89*1130'
25.00
38 - 92(SP)
C9
89*11 "300
40.00
62 27(SP)
CIO
1.,��7::89*11'30"
55.00
85:62(SP)
LW.
DATA:
NO.
BEARING
DISTAWE
Ll
N 88#53'23'
W
15.00
L2
N 88*5323a'
W
15.00
L 3-,.,:
N 88 '53 '23"
W
45.52
L 4
N 00'14'42*
E
43-00
L51 -
N 88*53'23w
W
46.4J
L.6:7-
S 88*5323"
E
30.52
L7
S 88*53'230
E
15.00
L8
N 39*36'13*
W
28.62
L9
N 80007*22w
E
10.82
LIO
S 88*5323w
E
19.12
LIl
N 88*53 '23m
W
40.00
L12
N 00*26270
E
10-00
�27!--E--25-50-
L 14
N 00*26'270
E
15.50
L 15
- N 69' 19'200
E
35.00
L 16
N 49*50'56*
E
25.00
PLAT OF BELLA PLACE NO. P=96=140
. NE 114,9 SE 114, SEC.25, T.27N, R.3E.,, W.M.
CITy OF EDMONDS,, SNOHOMISH COUNTY9 WASHINGTON
220TH ST. S.W. PLAT MONUMENT ps
N 88*5323" IN 556.24 NOT FOUND
19&66(C) vv
195.96C4��)
146-89(C)(BT2)
------------------ .............. j
91.86LC2
Ll 11.2 1
76A6
b FIVD. Y BRASS DI.W
0�9 &V SF z 0111")
--NmwZ55I SF CITY OF EDMONDS IN 5' DIA. COlVC.
C4 a
eq
N
w- no DOW 0.2'
4, ig 9 11 .91, MONICASE W1 "X'
K
cs w (SEPTEMBER 1996)
RS NOY
RaS'
ESUT FOR INGRM & Er
wMERLY 15' OF THE SOUTH
114'
120' OF THE NORTH 150'
3.
161 - I OF NE 114, NE IA SE 114
L6 I 'I L7 dl:
Sir.
DL W(;
,in, CA;?Ai3E
S88
ED W�3- E 9&15(C) -
92.62 87.53
L
10 UTILITY EASEMENT -`A
I
2
G,10196 SF
N. W SF
N 8858'27w W
E75 rt-:b no
ME
Ln
L
4NuW, FENCE
Aft
WESMN SURVEYORS INC.. 13000 HWY 99 SO
1-17 % I T�OZ62 ...n 1
7-1 1 L.-10 U17UTYEASEAIENT
IL r--7i;(T
2.
Gwl4,611 SF 04 1
I N-403WO swF rG � 8,060 SF
L------------ i
---j Z 7-T(TYP.)
30.
0.9-(W)
--S 8.9'33'33- E--
M -63'(E)
cd
I I(E)
SFR
9332
k-c "D
I F16 L-�� ----------------- bo: I
91030 w
4.21W)
L
F&Z411,E
0)
RS-81 r --------
2.31�) .3 W11-1co Pic.
SF
4292 SF
4352
4197 SF
I S4
6SOO 6&00 to .5) tD
5' WOOD FENCE L --------- J
L-------- i
78 '2932 El 6&02
al 65.01 L10 N 88W'23'
li'
IN 88-5.3-23- IN 84.13
5' WOOD FENCE' a 4' w (a 00 61 WOO
- $4 to- SFR. co
2 2
. 2 r 4
7 - - - - - - - - - - 9,324 SF
i
4
E. VNE PLAT,,-�, 10' WMN ESlVT 1110.01 -- .1,11 t / * "I / N
%!-IN 88W'251 IN
:j . I
OF PINE ACRES ----------- I -, Xx v
-T
10, DRAINAM aw
iT-j w 00 C4
IN
f D-)
\cs
51.54(SP)
C9
cla\
49.16(sp)
ACCESS TO 93W PL W.
FND 3* BRASS DISK
-4 -------- IN 5' DIA. CONC.
(SEPTEMBD? 1996)
MONICASE
EVERETT. WA.. 98204 * PH. (425) 356-2700 * FAX.- (425
LEGEND
0 SET 518'x 24- REBARICAP V19 16916
xSET CONCRETE NAIL MTH
FLASHER WSI 16916
SET STANDARD AIONUMENTICASE
VISI 16916
MONUMENT NOT FOUND
0 FOUND REBAR11RON PIPE (I.P.)
(& FOUND MONUMENTICASE
0-0-4 FOUND SEC71ON 114 CORNER
+ FOUND SECTION CORNER
(C) CALCULATED
(P) PLAT
(M) MEASURED
(ST2) BETHORIA TERRACE NO. 2
(SP) SHORT PLAT NO. 177(8-82)
G GROSS AREA
N NET AREA
SF SQUARE FEET
PROPERTY LINE
FENCE LINE
SCALE: 1" = 50"
1 OEM mommmm
mm mmmm 6m"
0 25 50 100
BASIS OF BEARING. EAST UNE PLAT OF PINE ACRES
'/OL 13 OF PLATS, PG. 63, SNOHOMISH COUNTY, WA.
NOTES:
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PAR77ES
wjOSE NAAdES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
UNNAWED THIRD PAR71ES MTHOUT EXPRESS RECERTIFICA17ON BY THE LAND
SURVEYOR.
2.) BOUNDARY LINES SHOMq AND CORNERS SET REPRESENT DEED LOCATJONS�-
OVWERSH/p LINES MAY VARY. NO GUARAN7EE OF OKWERSHIP IS
EKPRFSSED OR IMPUED.-
3.) LOT 9 IS INCLUDED FOR PURPOSES OF CONVEYING LAND. LOT 9
IS FULLY DEVELOPED WTH I ' TS OW4 ACCESS AND DRAINAGE.
CONVEYANCE OF THE LAND MLL NOT IMPACT ANY BUILDING SET
BACK REOUIREMENTS NOR WU IT INCREASE THE PERCENTAGE
OF DEVELOPED AREA.
4.) BUILDING SETBACKS LINES ARE TYPICAL (TYP-)
FRONT YARD 25,(Typ.)
SIDE YARD 7.5 (TYP-)
BACK YARD 15'(TYP.)
FND 30 BRASS DISK
IN 5* DIA. CONC.
MONICASE W1 PUNCH
DOW 0.4'
(SEPIEmov? 19ff)
FND 36 BRAM DISK
IN 5' DIA. CONC.
MON/CASE 107H
NO MARK USED HOLE
0 MEASURED
(SEPTEMBER 1996)
l:.JpvEyops, tic.
A.F. NO# luft q i e-sow-
T-0E--B-ELL.%'m -----.P---.LA-CE
NE 114, SE IA SEC-25o T-27Ns R-3Eo W.M.
P-96-140 96-058-C 6 OF 6
NS5
NE 114,, SE 114., SPEC.25, T.27N... R.3E... W.U.
0
EX. ce
TOP-371.39
LEGEND
In CB
STORM CATCH BASIN
0
SDMf4
STORM DRAW MANHOLE
SANITARY SEWER MANHOLE
POWER POLE
GUY POLE
13 wy
WA TER METER
>4 wv
WATER VALVE
X1 FH
nRE HYDRANT I
0-
GAS LINE
WA TER LINE
POWER LINE
SE14" LINE
PROPERTY LINE
X X --- X-
FENCE LINE
FAID MONUMENTICASE
FAID MONUMENT
lg+SG
FM HYDRANT ASSEMBLY
STAL 0+26, 18'RT
(PER OLYMPC MEW
WATER & SEWER DISTWT
STANDARDS� SEE DETAIL)
On
EX. SSMH
TOP-371, 5
'E -,364.03
fErN�-363.85 i WA4 's
IWAIL19OXES
vlow
UTILITY CONFLICT NOTEve
C()WMACMR M POT -HOLE -EX STORM LINE & EX WA MR LINE
T1 10 (2) WEEn PRO? M CONS'MUCTION START UP TO VERIFY
PPE ELEVATIONS AT PROPOSED STORM PIPE C1ROSSING LOCATOR
S'.'A. 0+16,13'RT AND STA 0+20,13'RT
PLACE RM MAM PADS RETKEN PIPM-
(SD-SD). (W-W), (2 LOCAMS 71M.)
NOTE
MAINTAIN 2' HORIZONTAL CLEARANCE
BETKEN POWER POLE AND EDGE OF
ASPHALT
SET MONICASE
EX. SSMH
- TOP-373.01
IE(g)-365.01
IE(W)-364.95
EX SSMH
RELAY EX Ir Rw
IE(S)-365.01
TO�-.377.39
04T AS NECESM.
pp
IE(W)-365.27
IE(S)-365.49
MAINTENANCE AGREEMENTir
94TH PL. W IS TO BE A PRIVATE ROAD K17H A
MAINTENANCE AGREEMENT RECORDED ON 7HE
L FACE OF THE PLA T.
CRAWL SPACE NOTE
THE UffitIMUM CRAK SPACE ELIEVA77ON
FOR ALL L07S 2 THROUGH 8 $HALL BE 374.00.
SCALE. 1 to = 30'
I WE moo=
omm _111mmm
0 15 30 60
BASIS OF BEARING: EAST LINE PLAT OF PINE ACRES
TBM SSMH OENTNNCE DRAIEWAY_
- . . - . i ..' �.z - Al Nt LUI Z, ULK. Z
1 %11 1 __ 1 "71'- "//-/ ///-/ VV7'--7�71 7
Nle ' . I k I '.� m V, .'.. � I ..' 220TH ST. S.W.
al AS -BUILT ELEV W.
VER TLIM
CB IE=364.95+8.06=373.01 ON TOP OF MH
3*23-1.1 -1
21J.69(P) MEAN LOWER LOW WATER
16 v
&�_Z111-Ze4d
146.89(P)
8"Dt
8*DI W
7 ATER-
-4-
WA TER
'rER 8'DI- - -
91.8
w Ei 15PR
FH ca rrFr I m6w" FNC-.77 8 7T
TOP 371.46
joo fff�t) - 3 6 9. 9 4 ( 12 R C P) EPY Ry
I EX. CB TYPE I DEVELOPER TO INSTALL
IE , )-369.91(12-RCP) CaViRD STA IN -STANDARD -STOP' SIGN F
TOP=373i451
LOT 1 IE(E)=, 7 .7 (12'�C�). 3qn HIGH INTEqSITY IN
EX. 15'DRIVEWAY -9,974 SF \IE(W -371.71 fRd#) -SIR'& NAME SIGN ON TOP CV, STOP SIGN
I mm) I\
CONSTRUCT I 1 .1
2 -372.7ti4 W1 6m \tELLOW 'S11REET ENCS*.
-8. �51 SF
I0'X 20'PAM INSTALL "NO PARKING SOU 7H IAA ImiMBEERS CURVE TABLE
OF HERE' SON Typ.)
IAROUND DON 9TEOXTVRIUD.E6U,#ALLEUTMTEPgLAW.
A % % 1. 1 NO. DEL TA RADIUS LENGTH
STA 0+6a 10,
t�y ';;7p 12m STOP)PAR
j %
f 'T INGRESS I LOCA FIELD LOCAIg
1 1, / ESY'T & EGRESS C1 84o26 '36* 35.00 51.58
Ey. �zrp IN,
�-371.733 CB` *A! THEr WEStERLY 15 FEET C2 63o35'12" 35-00 38.84
O'd OF THE 125'
41
OF THE 155.5 C3 28o2O'48" 35.00 17.32
Fc-c
An' .1 1 1 1 .
I _j CAP END IE-370.87
C11 1q, 35.00 31.00
C4 24o32'46" .35.00 14.99
C5 50*45'08"
M 7.5 C 0 C6 72*08'19* 25.00 31.48
to 45. 3
ob x IN
nT I cc
k IN L�'_7 - _\ - m
L 1 0 T 15, - I I \% .1. NI
7 1 . _... r_R m_* S.W.
if7
64
CATCH BASIN DESIGN INFORMATION
C81
TYPE
STA
DESIGN
AS -BAT
DESIGN
AS -BUILT
AD0177ONAL
TOP EL
TOP El.
IE
/E
INFORMA 77ON
QtI5.3
372.70
370.50(E)
370.50(W)
W1 GRATE
rRT
370.50(S)
370.8�N
W1 SOLID
2
t.
0+90
374.85
370.80(s
S�
LOCKING LID
2' RT
370.80(ig
370.8W)
3
2-5,0
0+95
375.00
370.90(N)
370.40(S)
J70.40(*g
CONTROL
STTUCTURE
I
2' RT
I
370.40(E)
SEE DETAIL
4
1
111.17'Ll
0*95
374.80
370.95(*)
W1 GRATE
-5
I-L
3 75.16
370.40(N)
-
W/ SOUD
LOCk7NG LID
I-L 1
0+95
374.88
1370.40(S)
370,40(E)
W1 GRATE
Z 17' RT
7
2-4.802!80
375.15
370.40(N)
W1 SOLID
34'LT
370.90(S),
LOCKING LID
8
1
3+12
47'LT ,
374.57
1.
371.2.5(N)
1
i
W1 GRATE
TYPE
STA
DESIGN
TOP EL
AS -BAT
70P EL
DESIGN
IE
AS -BUILT
tE
ADDITIONAL'
WORMA 77ON
C al
o
0+90
IXRT
372.35
370.85
W1 SOLID LID
CO v21615'RT
3+01
375.20
371.45
W1 SOLID LID
CO v3168'RT
2+87
375.30
J71.60
W1 SOLID UD
CO a4
6266RT
375.35
J71.75
W1 SOLID LID
YD Ill
1+64
13' RT
372.65
371.15
W1 SOLID UD
YD &2
2+34
13' RT
372.93
371.43
W1 GRATE
YD 41+64
I
88'RT I
372.95
371.45
I
W1 GRATE
PIPE DESIGN INFORMATION
3HFD i
13LK 2-,
IYD v3
MI-611 TA7W
DRAW 0 0.0
0 IN
IN IN
(w
FX BLDG (A co
n COINC.
p*) 1 cy)
f 9.306 112
N 881531�11 w 195. 5
6' IMD MF.NC. - 6' KVOD rNC.
R - 92.67 87.53
0 Kj
15.00 71
W
I I , LINE OLAT CIP
4j;WAjCM BETHORIA� TERWE #2
7
N=8,058
Ek. SFR
SFR SM CARAGF'
W24
CRAWL SPACE CRA SP1 PROposm SrR
CLEV.-374.00 arA 374 ff,
AM T-4* V MIN.
AhA MAA&
M.-374.00)"Ifj. _L own,%- PARCEL 2
Loi.\
--G=9,197
int - - - - - -
9F
l,N-8,001 Sr
PROVIDE DRAINAGE SWALES
CE f R�EdL
TO DfVST LOT 2S SURFA N FTO -BE REMOVED K
ROCKI RY '' I .. I
RUN-017 M DRAINAGE 5
IN
'.000
IN S51%
N.
HI -i 4� DETAIL OF PARCEL LOCATION
0. 9'(*7 N.T.1
92.01 N 88'58--5-7- rA1^
5' D FNC
G NA.-
c
112'-6& PERFlt�)RTAW EVX SSMH I (E) .a*
I DRAW 0 0.4 TOP-372.54 15"
'oe
E�SN�:'3666..17
.... .... ...
15, 1 Ii I I I NOTEr
19332 1. , ,
EX. SFR
36
I'd
IE E 37487 D 1.0
IE E, -366.29 \ (1 .1
4 - Fr-378.39 LOT 9 IS INCLUDED FOR PURPOSES OF CONVE)ING LAND. LOT 9
PROFXE f
INSTALL, SID. PUD COBRA I .. ;�_' pup
HEAD LUMINAW PER PUD CO '641 IS FULLY DEVELOPED MTH IT'S OW ACCESS AND DRAINAGE.
SID. PLANS (I TYP.) jCB__a7 I COMANCE OF TW LAND WU NOT IMPAC7 ANY BUILDING SET
4
I Low,
9 on BACK REQUIREMENTS NOR MLL IT INCREASE X PERCENTAGE
STA. 2+70, 2' LT. NIS OF Pw'] .87 );o
4.2+84. 7
7-7 OF DEVELOPED LAND.
0.07
4.21M
(;'A Lj'j
SET SE 'Af?4(,,_4
(,ARAt^F SIA.= CN
10 T J5.161T (o
374.57
WR77CAL CURB 41 4, )PAN6 z�'
11-A, % I TA NP- 04 EX. BUILDINGS TO
(rep.) cl Orr co BE REVOM
L
4'*0OD FENC . E CS 88
DRAINAGE NOTE 1. 9 �(E)
TO
ALL ROOF AND FOUNDA17ON 7A NK
at m VED
DRAINS SHALL BE MMMUAI
4' ADS-N12 OR PVC AT I.OX
IN
SLOPE AND CONNECT TO STORY �1 I I I I A P P V E D R
DRAW Sysw to I v
N, Or&
cb --t'r
COLLEC77014 PIPES TO BE 6' UN. cd CRAWL SPACE sm
PIPE IF MORE THAN 2 HOUSES U) mwm CRAWL SPACE oo go, sm loo #OOD PENCE N
2.3'(E)
cuNSTRUCO
CRAWL SPACE
aEV.-374.00 aEV.w374,00, ELEV.-374.00
/ mupi. mim. k A
ARE COLLECTED BY ME PIPE. MIN.
"'t 2.0!
'vo I
to 10
. 0 1 4 u� DATE: :Tj I
LOT13 r .il- 4 21
1 0 00 LOT,, 5 f
8,197 F 8,352., SF 81293, SF
A
PIPIE'
TYPE
TYPE
AS BUILT
LENGTH
LENGTH
AS -BUILT
SLOPE
SLOPE
AS -BUILT
ADDITIONAL
INFORMA 77ON
P-1
8"-RCP
75'
0.0
P-2
611-PVC
17'
0.0
P-3
12*;-PVC
5'
0.49
P-4
81-PVC
13,
O,4x
P-5
12'-P$C
4'
0.0
P-.i,6
36"-CAIP
1,6r
o.ox
See- Jx-rq1t
P-7
36*-CMP
188,
o.ox
SEE DETAIL
P-8
80-PVC
350
I.Ox
SEE DETAIL
P-9
6*-PVC
0.0
P-10
6*_Pvc
74'
0.4%
6 -�-p w 1
70'
0.4%
P-12
6'_Pvc
T
75'
0.49
J&
I - " I
9
65.00'- 4.25
0 WOOD fult.E It. I I - - - - &V/-J
_j
u L J
_j
c jolio-r-rpoi a
FERR Y
DOCK
MAIN ST
C C, 1*
ITY OF EDMONDS 212'TH ST Sw
y
SITE
zor pi JAr 0oArLi (tr out
�_224TH-ST--SW
2297H
VICINITY HAP
NOT TO SCALE
LEGAL DESCRIPTION
PARCa 1:
TW SOUIH 85.5 FEET OF M NORTH 235 5. FEET OF' THE WEST 3110THS OF THE NORIWASF
QUARTER OF IHE NORMAST QUARTER OF THE' SOUTHEAST QUARTER OF SEC170H 2A
TOWSHIP 27 NORTH, RANGE 3 EAST, W#4., IN KING COUNry
, WASqINGMN.
SITUATE IN WE COUNTY OF SNOHNISH, STATE OF WASHINGTON.
PARCEL B.
AN EASEMENT ACROSS THE NESTMY 15 FEET OF THE SOUTH 125.5 FMr OF IHE NORTH t315
FEET OF IW WEST J1IOTHS OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER Or THE
SOUTHEAST OUARTER FOR PURPOSES OF INGRESS AND EGRM
SITUATE IN ME COUNTY OF SNOHOW91, STATE OF WA"GMN.
PARM 2:
THE SOUTH 97.50 FEET OF THE NORTH 445 FEET OF ME WEST 3/10THS OF ?HE NORDCAST
QUARTER OF THE NORTHEAST QUARTER OF THE SOUMEAST QUARTER OF SECTION 4
TOWNSHIP 27 NORTH, RANGE 3 EAST, WMI, IN SNoHokjSH CoumTy
, WASHINGTON,
EXCEPT ANY POR77ON THEREOF LYING WITHIN THE PLAT OF BETHOMA TMRACr NO, 2,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUUE 20 OF PLAM PAGE 94 REWWS OF
SNOHOWSH COUNTY. WASHINGTON
SITUATE IN THE COUNTY OF SNOHMSH, STATE' OF WASHINGTON
AN CASE'hIENT FOR INGRESS AND EGRESS OVER THE WESnfty 15 FEET oir W NORTH 243 IrM
OF 7W NORMEAST QUARTER OF THE NORWEAST QUARTER OF TW SOUTHEAST' QUARTER OF'
SAID SEC77ON 4
EXCEPT THE NORTH 30 FELT THEWOF FOR 220TH STREET S.W; AND
TOGEM WfM AN EASEMENT FOR INGRM EGRESS AND TW WSTALLA770N. OPERA17ON AND
MAINTENANCE OF UlIU17ES OVER, UNDfY ACROSS� PIROUGH AND UPON THE' WEST 20 FEET OF
THE HEREINABOVE DESCRfSED PARCEL I
PAR=
PARCEL A.
THE SOUTH 102.50 FEET OF THE' NORTH 347.50 FEET OF THE WEST ME MOWS OF 1W
NORTHEAST QUARTER OF TW NORTHEAST QUARTS OF THE SOUTHEAST 0UhqV. OF
SEC77ON 25, TOWSHIP 27 NORTH, RANGE 3 EAST, WM., IN SKOHOWSH COLINTY, WAgWift.
EXCEPT ANY PORTION MWOF LMG WTHIN 7HE PLAT OF BE7HORIA MMACE NO. Z
ACCORDING TO THE PLAT 774SEOF RECORDED IN VOLUME 20 OF PLAM PAGE 94 RECORDS
SNOHOAOSH COUNM WASRNGTON,
ALSO, THAT POR77ON OF THE REST THREE TENIHS OF WE NORTHEAST QUARTER OF 1W NORWAST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 24 TOWNSHIP 27 NOR7H, RANGE 3 CAST. W.U.,
IN SNOHOVSH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS
BEGINNING AT A POINT 2A5 FEET SOUTH OF' THE NORTHWEST CORNER OF THE *EST 7HREE'
TENTHS WASURED ALONG ME WESTERLY BOUNDARY THSEOF,
THENCE SOUTH ALONG ME NEWSLY BOUNDARY, A DISTANCE OF 9.5 FW,
THENCE DUE EAST TO ME EAST BOUROARY OF SAID NEST "ME TENTHS AT A POINT 245 MT
SOUTR OF THE NORTHEAST CORNER OF- SAID WEST IRREE TENTHS ON TW EAST MWARY OF
SAID REST ME TENTHS�
7HENCE' NORTH, ALONG SAID'EAST BOUNDARY 9.5 FEET TO A POINT 235 5 FEET SOUTH OF 7W
NORTHEAST CORNER OF THE VEST NREE TENTHS,
THENCE WESTMY TO THE POINT OF SEMING PER CITY OF EDMONDS BOUNDARY LINE
ADJUSTUENT RECORDED UNDER RECORDING NO. 9607180381;
(BEING KNOW AS LOT A OF BOUNDARY LINE ADJUSTMT NO. LL-96-18 AND AP-96-51
RECORDED UNDER RECORDING NO. 9607180381).
SITUATE IN ME COUNTY OF SNOHOWfSH, STATE OF WASHINGTON.
AN EASEWNT FOR INGRESS AND EGRESS OVER THE WESTERLY f5 FEET OF PIE NORIH 245 FW
OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SAO SEC170M 25� TOWSHIP 27 NORTH, RANGE 3 EAST, WAI.:
EXCEPT 7HE NORTH 30 FEET THEREOF FOR 220TH STREET SOUTHWEST,
AND EXCEPT THAT POR770H LYING WININ ME MAIN TRACT,
SITUATE IN TW COUNTY OF SNOHOUISH, STATE OF WASHINGTON.
PRfNTE-D
PARCa 4: AIL 2 4 199/
LOT Z BLOCK Z PINE ACRES, ACCORDING TO 7HEPLAT PIEREOF'RECORDED IN
VOLUME IJ OF PLATS, PAGE 63, RECORDS OF'SNOHOA(ISH COUNTY. 1pir.
977JATE IN THE COUNTY OF SNOHOUISH, STATE OF WA"GMN.
SUBJECT TO THE EXCEP77ONS SHOWN HEREIN
PARCa &
LOT a OF SHORT PLAT NO. 177 (8-82) RECORDED UNDER NO. 8212130181, RECORDS
OF SNOHOVISH COUNTY, WASHINGTON.
REV t? RLL IAOIV?
Iw E %j r_ , P
21. cm lfirinaree� 94( & 9,319
65.02 #3 OMN77ON PIPE, CRAK SPACE EL.S' RLL 07-03-97 220TH ST. Sw
65.01 19.12 '45-97 . .. ..... 110.0f #2 ROAD GRADE, STORM DRAINAGE SYSTEM- DETEN77ON PIPE, RLL 08-12-97 EDMONDS, WAL 98020
5' WOOD FENCE S 88*53'23" E
0.6.(S) ROAD GRADE, STORM DRAINAGE SYSTEM. SIGNAGE DESCRIPT70NS RLL 04-23-97 252703-4-007-0002 252703-4-006-0003
#1 TAX ACCOUNT NO
K1009 REV. NO. DESCRIPT10N INITIALS - DATE 52403-4-009-0000 5442-002-002-0009 252703-4-014-0003
0
ROAD & DRAINAGE PLAN
FOR
Lu
22124 A A
CN
NOT FIELD LOCA _P 356-2700
P'N Yyestern B cam L L/4 rL.A CE
OR P-96-140
_rve - yprs 742-5500 APPL)CANT CHARLIE NATHAN
E. LINE PLA7 000t. 9792 EDMONDS WAY STE 266
-own* am�w ommm� LOT 9
OF PINE ACRES EVMONDS� WA.. 98020
9,324 SF 31244 P (425) 7"-7270
10' SEWER ESA47 LAND USE CONSULTANTS OWN. BY ........ DA TE PRoxcr AtAmAcER
T.L. QUALLY 30'
10-18-96
-j __j-j1O'O1 CIVIL ENGINEERS LAND SURVEYORS Jsm
EXP F. 9. Na JOB `0
88'5-3'25"__f_ IRES 10/2 DESIGM By NO.
10' DRAINAGE ESM7 Isom Hw -SOUTH, EmvT' WAL198m AX (2M)M-27M
� ow� 358 96-058
R.B.NEHRINf-' cl or
NE V4.9 SE 114.9 SEC.25., T.27N, R.3E... W.M.
RIW
V' RIW F w
Ig
+
d Smo.759 S-0. 75X
itne - - . _ , - I �
0 tcd 2 �
375
375 cd .. . ......... p
41 -------
SO PROPOSED ROAD
sal.0%
--- 4D* ---------- ---- -----------
cq
t4
00.4% C",
75'- RCP,
370
3701 n
AeLcq al
------------
nL 0 0.4%
CR #3 CB! 08
^12 CB 04 CB a7
EX GRADE 02
CB Ire C8 05
1365
3651
-0+30 0+00 +00 2+00 3+00
FROM STA 0+8.76 70 0+30 - CROW VARIES
95TH PL. W. PROFILE 1PRIVATE ROAD] FROM STA. 0+30 TO 2+24 -a 2% CROW
HORIZONTAL SCALE. 1 INCH - JO FEET FROM STA. 2+24 70 3+20.39 - CROW VARIES
VER71CAL SCALE. 1 INCH = 5. 0 FEET
HANDLE NTH
LOCK PIN
SIX EVENLY SPACED ADJUSTABLE LOCK HOOK 0
HOLES FOR BOL77NG TH LOCK SCREW
TO FLANGE CONNECTION.
0
0 % 0 0
0
0 0 0
0 _, 0 0
UFT HANDLE SHALL BE ATTACHED MAXIMUM OPENING
MANUFACTURER'S RECOMMENDATIONS
FRONT SIDE OF GATE
ALTERNATES ARE ACCEPTABLE PROVIDED MATERIAL',
SPECIFICATIONS ARE MET AND FLANGE BOLr PATTERN
MA TCHES.
CLEANOUT / SHEAR GATE
NO SCALE
ROUND SOLID COVER MARKED
ODRAIN" WITH LOCKING BOLTS
TOP EL. - 375.00 UNLESS OTHERWSE APPROVED
BY ENGINEER.
PIPE SUPPORTS 3*4900.
BOLTED OR IMBEDDED 201
IN CRWALL. 0.1- MAXIMUM or 373.40 Z_ SHEAR GA 71E
AMMUM ONE SUPPORT CONTROL ROD
IE - 372.22
ORIFICE 13 - Z 125
8" Pvc
00.4%
ORIFICE 13
60 ELBOW
ORIFICE 11
IE - 371.90 167'-36" CMP 80 RCP
ORIFICE P - 3.50- 00.07. 0 0.49 SL
80 RCP
0 0.4% SL
-------
----------------
------
unirnc Fc
.6' ELBOW
0.5 DEAD STORAGE
1. 4'- 12 " P VC
Tw 370.90
a 0. 0
f2* F.R.O.P.11EE
370.40
IF - 368.90
CLEAN OUT SHEAR GATE
SEE DETAIL
ORIFICE11 - 2..3* DIA.
RESTRICTOR PLATE
SHOP DRILLED.
CR R6-
(TIM.EACH ORIFICE)
TYPE 1
T
j
SECTION VIEW
NO SCALE
CONTROL STRUCTURE
CBv3 ITYPE 11-641 DETAIL
PAVEMENT MDTH
END PAWOENT
A A
lip
C4
6.5*
CEMENT CONCRETE
VERTICAL CURB AND GUTTER
NO SCA1X
"TION PIPE TABLE--
DETETL.
PIPE NORTH STUB SOUTH STUB
P-6 NO STUB 24' CUP
P-7 24" CUP 30* CUP
W/ 2- VENT PIPE
MATERIAL
- GALVAN12ED NTH TREATMENT I ASPHALT COATING
- 2-213 x.112 hn. CORRUGA17ON
- 16 GAUG
- MINIMUM BAND WE 12"
.DETENTION VOLUME TABLE
- REQUIRED S TORA GE Z296 CF
- DESIGN STORAGE Z354 CF
- DESIGN DEAD STORAGE .392 CF
CB #3
TYPE 11
(54-DIA)
4
P-6
167'-36" CMP
PLAN VIEW
110 SCALE
P-7
188'- 36 " CMP
00.07.
2'-24" CMP
0 0. 0 1w.
EASEMENT
LINE
VEMI]CAL (Vffd
& GUTTER (m)
(SEE DrAIL)
I EX GROU-N-0-7 -------
CB v6
CB TYPEl-L
CB 83
C9 TYPE 2, 54 "
W1 RESTRICTOR
SEE DETAIL
EX. GROUND
ACCESS & UIIi (STATIONING LINE)
gag.
§01
1001 /Ii
195.5' CENTER TO CENTER
4" VENT PIPE
2'^o24" CMP
188' - .36* CUP
S- 0.0%
0.5' DEAD STORAGE
172.75' CENTER TO CENTER
167' 360 CUP
S 0.0%
0.5DEAD STORAGE
DETENTION STRUCTURES
. N.T.1
.d. -4. 1
.0.
N 00
WASHED
DRAIN
ROCK
"�-6` PERF. PIPE wIPLTER
24' . FABRIC SIME
CURTAIN DRAIN
N.TS.
2'^, 30" CMP
21- 24" CMP
CB v7
C8 TIME Z 48"
CB #5
CS TYPE 1-L
APPROVED ROAD SUB -BASE MATERIAL
WAD SUB -WE MATERIAL SHALL, MUT
W.;DOTIAPWA STIANDARD SPECIFICATION
9-03.14 GRAVEL BORROW OR APPROVED
EQUIVALENT. MATERIAL SHALL BE PLACED
AND CoMpACTED To 95X MODIFIED PROCTOR
IN LIFTS NOT EXCEEDING-fr.
GENERAL NOTES
I. ALL MSMUC77ON SHALL COWORU M THE STANDARD'SPECIFICAIMS
FOR ROAD, BRIDGE & MUNICIPAL CONSMUC770H AND STANDARD PLANS
AS ADOPTED BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS
ESTABLISHED A TaTy HEARhvGs ON THIS PLAN.
2. ALL CMSMUC170H IS SUBJECT TO THE INSDIEC90N BY WE CITY OF
EDMONDS AND THE CONTRACTOR 94AU NOTIFY. THE CITY OF 714EIR
SCHEDULE IN SUFF7CfENT TIME TO PERMIT INVEC770M PRIOR TO AND
DURING THE RORK
J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR tHE MTALLA17ON OF
SIDE SEWERS (LATERALS & TEES) AND THE PLACING OF 2 X 4 MAMERS
WTH THE LENGTH AND DEPTH OF THE LATERALS AND.IEES INSOM
ON THE MARKERS� AND PRIOR TO BACKFILL/Na
PUBUC- WORKS IN TIME TO PERMIT INVEC770H OF WE. SIDE SEOERS
PRIOR. TO BAOMLUNG.
5. UPON COMPLETION OF THE 97E IMPROWMTS AND UNDERGROUND
UlIU77M THE CONTRACTOR THROUGH HIS CONSULTING. ENGINEER
SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDMONDS *HCH
INDICATED THE LOCATION OF ALL SITE IMPROVEMEN'TS INCLUDING WE
SEM LATERALS OR TM WATER LINES OR OTHER PER71MENT
INFORMA TION.
6 UNDERGROUND NRtNG REQUIRED WTH STREET LIGHTING.
7 WATER SERVICE WN METER BOX AND CURB STOP REQUIRED FOR EACH
LOT
8. THE CONMACTOR SHALL ARRANGE FOR AND MAKE AIR TESTS or
SANITARY SEWER AND 9M COINEC77ONS UWER THE SUPERVISION OF
THE C1 rY ENGINES OR HIS DESIGNA 10 REPRESEN TA 77VE LA TERALS
TO BE 6" CONCRETE PIPE, OR P.Vi CONFORMING TO SDR 3034
STANDARDS�
9. EXISTING UNDWOUND FACIUTIES HAVE SM SHOW ON THIS
DRAWNG FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN
LOCA TING. SAO FACIUTIES IN THE RELD. ME CONTRACTOR 94ALL
BE RESPONSIBLE FOR CHECKING AC77JAL LOCATIONS IN WE FIELD AND
CHECKING.WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDOMPO(W
FACFU77ES NM THE PROJECT LIMITS WE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACIU17ES
RESULTING FROM HIS OPERA77ONS.
10. A COPY OF THESE APPROVED PLANS MUST BE ON T�C X6 SM
WHOEVER CONSTRUC77ON IS IN PROGRESS.
11. IT SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR IV CLEAN,
FL04 DISINFECT WHERE APPUC48LE AND OBTAIN SA17SFACTORY
APPROVAL FROM ME CITY OF MUMS REGARDING THE QUALITY AW
INTEGRITY OF E)(7ST7N0 WATER LINES, SANITARY SEWER M STORM
UN& RETENTION SYSTEM, M NRITTEN ACCEPTANCE BY THE CITY OF
THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENOM
12. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WIN
WSD.0-TIA.P.WA. STANDARD SPECIF7CARONS OR AS DIRECTED BY
THE CITY OF EDMONDS.
13. ALL LOCA77ONS OF EXSTING UTi SHOW ARE APPROXINAMAND
IT SHALL BE THE RESPONSOUTY OF THE CONTRACTOR TO VERIFY TW
EXACT LOCATIONS TO AVOID DAMAGE 07 DIS71MANCE,
14. ALL INLET AND CA TCH BA SIN FRAME AND GRA TES SHALL NO T BE
ADJUSTED UNTIL IMMEDIATELY PRIOR TO PAV!ffa�
15. THE TEMPORARY VMCNISEDIROTATION CaMOL FACILITY SHALL BE
CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAi CLEARIM AV
ACCORDANCE NTH WE APPROVED TEMPORARY EMON1SMVMTA1ION
CONMOL PLAN. THESE FACIU77ES MUST BE SA17SFACTOMLY
MAINTAINED UNIX CONSTRUCTION 5 COMPLETED. AND THE POIEWRAL.
FOR IN SITE M90N HAS PASSED.
16. ALL REQUIRED SMW WATER MENTIONIbMTION FACIJ77ES MUST
BE CONSTRUCTED AND IN OPERATION PRIOR M ANY PAWNG UNu3s
OTHERWSE APPROVED BY THE DEPARTMENT OF PUBUC WORKS.
i 7
fZ DRAINAGE STRUCI`URES NOT ON PUBLIC MCHIS-OF-WAY SHALL HAW
LOCKING LIDS.
18. ALL DISTURBED SLIRFACES SHALL, 1W SEEM WT� TOUGN, HARDY. FASr
GROWING GRASS UNLESS LANDSCAPINGMOWN�CONTROL MEASURES ARE
EMPLOYED.
19. UNLESS OIHERWSE NOTED ALL STORM DRAINAGE: PIPING 80, 120, te,
24' & 36* INCLUDING DMI70N PIPE WLL BE 16 GAUGE GiED
STEEL AND SHALL USE IREATUMT 1.
20 GRASS SEEDING WU BE DONE USING AN APPRO�m Tii HYDRO -
SEEDER, OR AS OTHERWISE APPROVED BY THE CITY OF EDMONDS
DEPAR71WENT OF PUBLIC WDRKI THE M?FORMANCE BOND MLL NOr K
RELEASED UN77L THE GRASS IS ESTABLISHED UNLESS OINERNSE
APPROVED BY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC WOM
21. PIPING SPECIFICATIONS AS NOTED.
2Z ALL STEEL PARTS WLL BE GALVANIZED AND WTH TREATMENT /I
(ASPHALT COATED).
2j ALL woRK AND uAIMALS FOR INSTALLATION AND CONSTRUCTION OF
SEWER, WATER, AND UNDERGROUND POWER SHALL CONFORM TO
STANDARD SPEMCA77ONS FOR 91CH WORK IN ACCORDANCE NTH THE
CITY OF EDMONDS AND SNOHOMISH COUNTY P.U.D. NO. I STANDARDS
SEEDING MIX PROPOR77ONS PERCENT
URBAN APPUCATI BY WEIGHT PURITY
PERCWT
GENIVA RON
KENTUCKY BLUEGRASS 3ox 85X
Box
(BIRKA, BARON OF? FYLK/NG)
CREEPING RED FESCUE (PENNLAIW) vox 98X
90%
PEMNIAL R)`E (DERBY OR PENNANT) 30)r 959
9ox
-SEEDING. APPLY APPROPRIATE MIXItNE TO ME PREPARED SEEM AT A RATE or 120 IbS/Aam
COVER THE SEW WTH TOPSOIL OR MULCH NO OEM THAN 112 INCH.
P R f tl i FE D.
AIL 2
REY 15 REL I-M-97 1
m_�
R 10'W
4�-Bffi OUARRY SPALLS
>1
rEAIPORARY CONSTRUCTION ENTRANCE
1p
0 w 0 mm Is 4T
.-77;7-
"Di— —.WA7R—
WATER
ROCKERY
3,5' WALK
4--
NN,
EX SFF
L 0
V?414
MA I I .9410r)
14
LOT If 1".)
T
LO
r,, 4
EX. CARACE "'ONC.
PAP
88'53 241. w
nr,,TrKFq)1
T. E.S. C. NO TES
i. INSTALL rE.S.C. FACILITIES At COND177ONS WARRANT OR AS DIRECTED
BY CITY OF' EDAIONDS INSPECTOR.
2 ESC MMW_A(_REQVlREWQ(T - STABILIZA77ON OF &MOSED AREAS
ALL SOILS EXPOSED BY LAND DISTURBING ACTIWTIES SHALL BE STABILIZED
BY SUITABLE APPUCA77ON OF BUPS� INCLUDING, BUT NOT LIMITED TO, SOO,
HYDROXMNG, OR OTHER VSGETA ITON, PLASTIC. COWMNG, OR MULCHING.
ALL 9A#PS SHALL BE SELECTED. DESIGNED, AND MAINTAINED IN ACCORDANCE
WTH THE MANUAL THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING
TO AN APPROVED TIMETABLE(TYPICALLY, NO SOILS SHALL REMAIN EXPOSED
FOR MORE THAN W (2) DAYS FROM OCTOBER I 7HROUGH APRIL JO AND NO
MORE THAN SE�(7) DAYS FROM MAY 1 THROUGH SEPTEVBER 30).
20k 4* DOUGLAS FIR OR
EQUAL 04- O.C(MAX)
FX7ER FABRIC MA7rRlAL
POULTRY NwMnNw0
3140 - W WASHO
GRA YEL OR PEA GRA vn
NEIkY GRADED OR
DIMRSED SIDE SLOPE
-T
FILTER FA BRIC FENCE
N.T.S.
0.5' MIN.
KEY ROCK INTO EX GROUND
SWALE FLOW LINE a 25' UK
f HIM
too FLOW
FLOW — — — — — — —
pfrjr IAM ry ri"Imn
a2s, AnN. SUMP BEHIND ROCK CIREC
DAM SHALL BE INSPEC7EZ
DAILY & CLEANED *IEN
5p COLLECTO'DEBRIS EXCEE
I
NOX-. ROCI( SHALL BE 4ffi MINUS QUARRY -ROCK 112 OF 17S DEP79
DrOle I%UrPle nAil V 0rf%??AAl
SEDIMENT
TRAP
N. T. S.
SEDIMENT
(SEE DE
At
03744
N,
L_"J.E�l j 11
LOT 31
4'KVOD FENCE
6' WVOD FEM
NE 114, SE 114., SEC.25., T.27N... R.3E., W.M.
LEGEND
r= CB STORM CATCH BASIN,
0 STORY DRAIN MANHOLE
RL TER FABRIC -.SDMH
(ABOVE WRE MM)
SANITARY SEWER MANHOLE
PEA ORA VEI. POWER POLE
12"MIADEPTH GUY POLE
0 W-V WA TER ME TER
INSTALL SEDIMENIBARRIERS1
(2 Typ.) rl C-1 C3 n rl WATER VALVE
rj P,4 FIRE HYDRANT
WRE MESH (POULTRY NE7`11NG) 0375.2 SPOT ELEVA77ON
CAXW BASIN W/ GRATE FILTERED WATER G GAS LINE
RELOCATE WATER METERS W WA TER LINE
AS PER APPROVED WATER PLAN P PO WER LINE
SEDIMENT BARRIER 51
SEWER LINE
pip) N. T. S. PROPERTY LINE
15
X X->(- FENCE LINE
FND MONUMENTICASE
7 z7-=
77�) 7�777 220TH ST. SW. FND MONUMENT
77..
N N FIL TER FABRIC FENCE
Zzlz zez� 'I-, mz/_� 'I NN, -7- SEDIMENT TRAP
ATER—
WAC M2-130-100
7-
f
CONC EX. CA R A ('.'F
fTEMPORARY
ICONSTRUC77ON ENIRANCE
%0
FESWT FOR INGRESS & EWSS
IHE WESTERLY 15 FEET,-'
OF THE SOUTH 125'
OF THE NORTH 1555'
NN
A
FILTER FABRIC NN -7,
FENCE (TYP.)
, r:
Cl
EX. 6LDG* CA
OD OD
zo
6' WL70D FNC.
6 D mc,
374
LOT 7
W. LINE �w Op
BCrHORL� TERRAgE jF2
CARAGE
EX. SFR
A
9324
FF-375.54
ul
:A Ld
00
LO7�
' —0"
T E REMOVED
. . . ... ..... ....
5' WOOD
.... . .....
. . .. . ..... ......... ... .. .... .. . . . .... ........
C
Nk 6
x EX. S
C5 19332
FF-378.39
ff 100"
ct: p.
n
cl
?ARA('F
PROPAND
TANK EX. BUILDINGS TO
BE REMOVED
Cl
j,
TAW TO
at mo
"R - - - - - - - - - - - - - - - /
;0
.1 1
to
D FEN�E
LOT 3 *m LOT 4 A0 LOT 5
376.3
0376.3 0
5' WOOD FENCE
R
6' MOD *FENCE R
0
R
-jer
EX'. S, F. P.
#
cn
E. LINE PLAT L�m; � I
OF PINE ACRES LOT 9
dw� .0mum .�
10' SEWER ESM7_7
D
..D
101 DRAINAGE ESM77
WMAENT' USED : WILD TIC - 1070
SURVTY PERFORMED BY FIELD TRAMSE
WAC M2-130090
SURVIY STANDARD AS PER
WAC M2-130-090, PART (1) (C).
CONSTRUCTION SEQUENCE
1.) ARRANGE FOR AND ATTEND PRE-CONSMUCTION
NEE77NG WTH CITY OF EDMONDS SITE INSPECTION,
771-0220.
2) CALL DIALDIG (UTILITIES UNDERGROUND LOCA77ON
CENTER) 1-800-424-5555.
j.) ER EcT nLTER FABRIC FENCt, *SMMENT BARRIERS,
SEDIMENT MAPS, & CONSTRUC770H ENTRANCE.
4.) CLEAR AND GRUB SITE.
5.) ROUGH GRADE. ROAD PER GRADING PLAN.
6.) INSTALL SANITARY M" PER RAN.
Z) INSTALL OTHER UTTUTIES� STORM DRAINAM
DETEN770N SYSTEK PO%ER. TELEPHON& ETr.
FINAL GRADE AND PAT.
9.) HYDROSEED, MULCH AND PLANT LANDSCAPE
10.) REVOVE THE REMAINING TEMPORARY EROSIONI
SEDIMENT4770N CONTROL ONLY itFTER SITE HAS
BM STABILIZED AND CITY OF EDMONDS SITE
DEWLOPUENT INSPECTOR_HAS�APPROVED THE
REMOVAL.
11.) CLEAN UP STORY DRAINAGE SYS7EV.
GRADING OUANTITIES:
cur 100 CUM&
HU: Z000 CuYcia
(GRADING OUANT777ES ARE ROUGH CALCULA77ONS
WICH DO NOT ACCOUNT FOR SOIL SWELLING &
SHRINKAGE.)
I Lu
DATE: cT, LA IIIietc
11
r I
CITY ENGINEER
SCALE: 1 0 .36&
0 15 30 60 1
BASIS OF BEARING: EAST LINE PLAT OF PlAfE: ACRES
TBY SSAM OENMNCE i)PK*AY
AT NE CORNER LOT 2, BM. 2;
AS —BUILT ELEV. W.
WP3 i I
TUM IE=364.95+8.06=37J.01 ON TOP OF' MH
MEDW LOKR LOW WATER
NOT&
LOT 9 IS INCLUDED FOR PURPOSES OF CONVEYING LANDI LOT 9
IS FULLY DEVELOPED W!7H 171S OWN ACCESS AND DRAINAGE !
COMYANCE OF THE LAND WU NOT IMPACT ANY BUILDING SET
BACK REQUIREMENTS NOR WU IT INCREASE THE PERCENTAGE
OF DEVELOPED LAND.
CALL 48 HOURS
BEFORE YOU DIG
PRINTED 11-800-424-5555 1
JUL 2 4199/
UTILITY CONFLICT NOTE:
CAUTION: I �
THE CONM4=R SHALL BE RESPONSIBLE FOR VERrYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXZ71NG LMLMES WHETHER SHOWN ON
THESE PLANS OR NOT, BY POTHOUNG THE UTILITIES AND SURVEYM THE
HORrZONIAL AND VERTICAL LOCA77ON PRIOR TO CONSMUCTION.
THIS SHALL INCLUDE CALLING UTIL17Y LOCATE 0 1-800-424-SM AND THM
POTHOUNG ALL OF THE EXISTING UTILMES AT LOCATIONS OF NEW UTILITY
CROSSINGS M PHYSICALLY VERIFY WHETHER OR NOT CONFUC73 EXIST
LOCATIONS OF SAID U77LMES AS SHOWN ON THESE PLANS ARE BASED UPON
THE UNVERIF7ED PUBLIC INFORMATON AND APE SUBJECT TO VARLATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR S84U CONSULT WESTERN
SURVEIMRS, INC. M RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
ory