22027 94TH PL W.PDF9224
22027 94TH PL W
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PROJECT REVIEW CHECKLIST
PROJECT NAME: C, PLAN CHECK #:
_CQSS I T��A I tflA (2t to %-- �_ __�7
PROJECT ADDRESS: 2,ZOZ& q �y RECEIPT DATE:-jjo T /c-i?-
EVIEWEED BY: (Initi I/ ate)'
LAN.WATER
COMMENTS FIRE BLDG. SEWER STREET_�gNG.
Setbacks/Variance/Setback Adjustment
Conditional Use Permit
R
i
N,
ADB Requirements
Other Zoning Requirements
3
- - - - - - - - - - - --------------------
Underground Wiring Required
..........
Ph
5
Lot Slope IS%
vr--�
6_
SEPA Environmental Checklist/Hydraulics Permit
7
Tree Cutting Plan
8
Plat/Subdivision Requirements
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
......
Legal Description Verification 1p k4(2
Quit Claim/Street Dedications
............... . . . . . . . . . . . . . . . . . .
Easements - Public/Private
. . .
Engineering Storm Drain Review Fee 33o
o
... . ...
13-
Engineering Fee f
i�_.
,,,�nspection .3
Draip !qLe Plan (On -Site)
. . . . . . . . . . . . . .
.15
6-:
Setback - Top of Bank, Stream, Water Courses
Setback - Storm Drain Line
M
--- ..... ...
17
Open Ditch - Existing
Culvert Required
Culvert Size
Shoulder Drainage/Shale Open Runoff
21
Catch Basin Required
--------- ....... T
Driveway Slope & Vehicle Access
Sidewalk Required
y
Curb & Gutter Required
Curb Cut For Driveway Required
Street Paving Required
-:2 ,
Right -Of -Way Construction Permit Required
7
ly
Street Name Sign Required
Other Signing Required
Bond Required For Pu Jlic Improvements
FEMA Map Check/Water Table
32...
Side Sewer Availability
...
Calculate Sewer Connection Fee If No LID # ?,YI4
..
Create Street File
Existing Water Wain Size
Water Meter Size
Service Line Size
. . . . . . . . . .
38.]
Water Meter Charge Required
Hydrant Required
Hydrant Size Existing
ffo_:
Fire Line Charge Required - Sprinkler
Street Cut
43
.. ....
IMiscellaneous I
Reviewed By:
FIRE
PLANNING ENGINEERING 61�UBLIC WOR
f.. I �,_ J,
pualu wown.
R E C 0 R D OF C 0 N T A C T S
1
21
2
22
3
23
4
24
5
25
6
26
7
27
8
28
RW PERMIT # DATE ISSUED RECEIPT #
9
29
10
30
11
31
32
13
PAID $ RECEIPT # DATE
33
SS PERMIT # DATE ISSUED RECEIPT #
14-
PAID $ RECEIPT # DATE
34
15
35
16
36
1�
37
METER.- SIZE PAID $ DATE RECEIPT #
18
38
19.
20
40
Ll
STANDARD DRAINAGE DETENTION SYSTEM.
WORKSHEET
OWNER CALC BY:
ADDRESS PHONE:
DATE:
*****DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
4,
DeTENTION PIPE LENGTH LOCKING LID
XTY ICAL)
FINISHED
.V- MINIMUM
zi�
51;
M
6 2UN ff�RROAM!IfOp
TIGHTLI E M �A R OF
ZY TO 1% SLOPE CONC BOX OR RISER
7—� OUTLET
0 U ET CONTROL
TL
UPPER CATCH BASIN ORIFICE
CONTROL CATCH BASIN
SYSTEM CROSS SECTION
C T1
(D-IL
2'XZ'X6'.DEEP,
4-6' SPALLS OR EQUAL
".
—
FROM CONTROL CB 2'X 2'X 3' DEEP,'� 3/4' CRUSHED ROCK EXISTING GRADE
FROM CONTROL OUTLET WASHED RO&
ftTR
OUTFLOW TRENCH, MIN 10' LdNG.
1.5' PERF PIPE TO BE LEVEL
PERF PIPE W1 END CAPS
PRJNCH SHALL LINED WI TH MIRAFJ
OR TO PLAC15EN F WASHED DRAIN ROCK
ARfPJZAP OUTLET
RUNOFF SPREADER. TRENCH
FOOTING DPAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM
NOTES.-
aj,
1. Call Engineering Division (771-0220) for a tightline, and detention system inspection
APPROVED BY
before backfilling and for final inspections.
2, Responsibility for operation and maintenance of drainage systems on private property is the
7
responsibility of the property owner. Material accumulated in the -storage pipe must be flushed
DATE
out and removed from the catch basins to allow proper operation. The outlet control orifice
must be kept open at all times.
6 - .
USEi'. wk�
7" 7 PERMIT
ZONE
NUMBER
CITY','OFIDMON DS
CQNSTRLICT!00� P9-A APPLICAT
T16N JOB1. ITE/APT #
OWNER NAME /NAME-OF.BUSINESS AbDRESS,�` zz
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ZIP I, I TELEPHONE NUMBER.
CITY
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REDPEOICATION Street Use P&rrniuReq�Zi 0
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!IN IZE" NO: OF FIXTURES I PRV R 3
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STATE LICENSE NUMBER' EXPIRATION DA SC
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-Property m . enj
Legal,Det ription.,of, include�all ease
PAREVIEW SIGN AREA HEIGHT
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GARAGE- RETAINING�WALL/
�CAnPORT� RENEWAL EMARKS
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Y (.TYPE.OF. USE. BUSINESS OR ACTIVITY) EXPLAIN. PROGRESS INSP PE
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N
a & DWEL AREAS: '01
LING'
- STORIES'z�� UNITS� NUMBER V
is
01
DE CR EXORK.TO. BE DONE (ATTACHP�LOT PLAN);�
�-FIWAUNSPECTION REQUIRED
VALUATION �FEE
5um
PLAN_CHECW.FEE.
enl
..HEAT'SOURCE: 1 GLAZING. . BUILDING . J,
PLUMBING
-71
-'en 0-
U.— :MECHANICAL
ThIsYetmit covers -work to'be,done.on private pro7pdrty..ONLY. 'G:RADINGIFILL
nj nSt o Ilc,.d9main.(curts-,, 4+
4 rUCt' n the,ppo .sidewplks,
7separate: ermls T
iItc-).yI re slon. S ATE SURCHARGE
dri4ik R::rnArq E 44161 p
P - irm t A liolli mys'.:
A
STORM DRAINAGE FEE
'_,,.P6rmlt1liI 1. Year- Provided Work ls.Started+Wlthin 180 bays
�'*60116ant. ombefialf of-hl�s+ovher spousej heirsi. aBsidns'and ENG. INSPECT16N FEE
"succe SorS in
interd6t',�agrees to,indemnify, defend �_-a6d � hold
Ttarniless; the City of Edmonds,' Washingtoni iW;'offlcials,.
z',qemployeesj and�aigqritp. from,any and all.,dairns for dimages:of,
what6vei:6ature',�arising,Oirectly.�orihdifectly. from the1s9ban 6
C
�,Of*, thiii-�-.'pdrrriiL ls`suance,�of thi6zoermit shall not be.d6emed:to; PLAN CHECK DEPOSIT Y7 6:2
..'witid�fy';,waive or reduce�.any ret:luirement of.any city. or
dInance7;
01 lirnit'. in any way -the'City'.s'ability toenforce any.,ordinance,
-TOTAL AOUNT DUE-.
provision.."
I -';,I h Or that'the
ATTENTION
M. -!in formation - g iv,enlid�-correct;.�and-+that'l.am:the 0 APPLICATION APPROVAL
y-
�Jgp it Of the, owner 11 agree to Do A; It It- and
11 g construcli"i "'in 0. uthoriz- THIS'PER.MIT
gul III I n d AUTHORIZES This application is not a permit until
'iy 4 E ln�viola o ONLY THE
Am will bee 0[b e& fl I, Blab&
signed,by the Building Official or his/her
pensa WORK NOTED DepulI and fees are paid, and receipt is
�ti'dh�lnsurance ano:RCW 18.27.'
INSPECTION acknowledged. in space. provided..
E R:OR,AGENT) + DATE SIGNED% PARTMENT
SIGN NE
DE1
OF CI IG E i DA
CITY OF
74amr_
wper
t5olo
EDMONDS
CALL FOR AT
'I N LA�* 6L-T ',U k OR 66, nDING OR'STRUCTURE
AT—TTEN111 INSPECTION
; TON
ITI� S�. 0 S PY A B61L
,UNTIL A.:FIkAL, -INSPECTION. HAS BEEN MADE AND APPR6VACOR
i ."A 'tERTIFICATE OF- OCCUPANCY HAS BEEN GRANTED. UBC 771-0-2 01 ORIGINAL Filelf ,POW. — Inspector
S12CTONAb'
n,
9
7
CITY OF EDMONDS
121 5th AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - fax (425) 771-0221
www.edmondswa.gov
DEVELOPMENT SERVICES DEPARTMENT
4,7C. 1B013
May 4, 2015
MEMO TO:
Edmonds School District
Verizon Northwest
SNOCOM Police and Fire Dispatch
SNOPAC
Snohomish County E911
U.S. Post Office
Snohomish County Assessor's Office
Snohomish County Information Services
Snohomish County P.U.D.
Puget Sound Energy
Fire District I
Edmonds Police Department
Edmonds Utility Billing
Edmonds Public Works
Edmonds Building/Street File
Edmonds Address Files
Lynnwood Disposal
Comcast Cable
Waste Management Northwest
Allied Waste
DAVE EARLING
MAYOR
Per the request of the Snohomish County E911 Office, in preparation of the GIS driven
NWS (New World Systems) CAD (ComputerAided Dispatch) which is to go into effect
June 2015, 1 have attached a spread sheet of corrected addresses for the City of
Edmonds. These addresses were corrected due to an audit check by Snohomish County
for even and odd addresses to be on the correct side of the street. The spread sheet
contains * arcel, owner, old address and new corrected address.
p
Owners have been notified through a separate mailing.
If you have any questions regarding this letter, please contact a City of Edmonds Permit
Coordinator at 425-771-0220. Please contact our office if you wish to be removed from
future address change notifications.
Sincerely,
Linda Thorriquist
Senior Permit Coordinator
City of Edmonds
Cc: file
Incorporated August 11, 1890
Sister City - Hekinan, Japan
Thornquist, Linda
From: Thomquist, Linda. -
Sent: Monday, May 04, 2015 3:06 PM
To: Allied Waste; Angela Edwards; Bard, Mike; Cunningham, Diane; Curt Kiessig; David
Dowd Kim (kdowd@snopac9ll.us.com); Frontier, Jacqueline Amble; 'Joanne
Baxter,
Coughlin'; Johns, Kristin; Kenyon, Denise; Kuhnhausen, Kris; Lawler, Patrick; Linda Dolan;
Matthew Crisler, McMurphy, Linda; PSE; Rohde, David; Sharon Euster, Silva; Steve
Wheeler; Tammy McGowan; Terry Peterson; Thornquist, Linda; Tim Harrisjodd
Merriman; Vicki Thoroughman; Westfall, John; Witt -Williams Vicki (vicki-whitt-
williams@cable.comcast.c6m); Zulauf, JoAnne
Subject: Important! City of Edmonds Address Changes
lti�
aft—LN,
Memo.pdf .
City of Edmohds
2015 Address C...
Thank you,
Linda Thornquist -
Senior Permit Coordinator
City ofEdmonds 425-771-022o ext. 1336
Our hours arefrom Sam to 4--30 Monday, Tuesday, Thursday and Friday. On Wednesdays
our permit counter closes at noon.
.J
1
DATE: April 23, 2015
TO: KLOSTERMAN BRYAN & CHRISTINE
22026 94TH PL W
EDMONDS, WA 98020
RE: House address changes for Enhanced 911
Current address: 22026 94TH PL W Parcel: 00873100000300
Snohomish County will be implementing a county -wide advanced technology system in June that will vastly
improve police, fire, and emergency medical emergency responses through the 9-1 - 1, system. In preparation
for this event, Snohomish County Enhanced 9-1-1 Office is validating all addresses located in the
Geographic Information System (GIS) for emergency responses throughout the entire county. A recent audit
by the county has identified a considerable number of buildings in the City of Edmonds whose addresses are
not consistent with the approved protocol for addressing buildings, which could result in delayed emergency
responses to those locations. The current address above has been identified as one of these. In an effort to
cooperate with Snohomish County, as well as Fire District I and the Edmonds Police Department to improve
fire and public safety for all types of emergency response, the City of Edmonds will be changing the above
address to:
22027 94TH PL W
The main purpose for this particular change is to properly align odd and even address numbers on opposite
sides of the street, and ensure they are in proper numerical sequence.
We. understand that this change may cause you some inconvenience, and even some financial expense, and
we apologize for that. However, please understand that the change will provide additional assurance that
police, fire, and public works services are quickly able to fmd your address during your emergency. For your
convenience, we have enclosed a USPS addressing kit, which will help you make the appropriate
notifications to your utilities, creditors, insurance companies, magazine subscriptions, etc.
In order to be prepared for & upcoming upgrade to the E91 I system, we anticipate that this address change
will need to take effect by June 8, 2015, the date when Snohomish County E911 will implement the new
technology. If you have any questions please contact Linda Thomquist, Senior Permit Coordinator for the
City of Edmonds at (425)771-0220 or by email at linda.thomquist@edmondswa.gov.
Best Regards,
Leif Bjorback, Building Official
City of Edmonds
C: Fire District I of Snohomish County
Edmonds Police Department
Edmonds Finance Dept/ Utility Billing
US Postal Service
7 Sl�!N IM 4�4 KAPPL-ER ASSOCIATaS
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Irappler Ass�ocia4es
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T(ON
EATTI-r=- WA. S8103
13400 NorLhup Way Eaat.:..#33
Bellevue, Va. 98005
tel 208-641-5320
fat 206-641-5318
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STANDARD DRAINAGE DETENTION SYSTEM
WORKSHEET
OWNF.R CALC BY:
4,7 <- Az
lijjux%�.�a
IMPERVIOUS AREA
'?:� 0 ��o —
.r.Ukj1N.r,' . m-
DATE: 1111-71
*****DESIGN DATA * *** *
PIPE DIA PIPE LG ORIFICE
c;2.4- C.1
4— — 14
' I DETENTION PIPE LENGTH LOCKI NG LID
FINISHED GRA (TYPICAL)
-LL MINIMUM
E�E RINCf,p
M � A'21 �R OF
-r ONC BOX OR RISER
.5% TO 1% SLOPE
- acm!
OUTLET CONTROL
MIN,
UPPER CATCH BASIN 'ORIFICE
CONTROL CATCH BASIN
FILE
SYSTEM CROSS SECTION
2'XZ'X6' DEEP, 4-6' SPALLS OR EQUAL
FROM CONTROL CD 2'X 2'X 3- DEEP: 3/4' CRUSHED ROCK A!,- EXISTING GRACE
FROM CONTROL OUTLET WASHED 7RO&
tEN 10' LONG,
1.5LXPERF PIPE TO CSHe LEINVEL
PERF PIPE W1 END CAPS
NCH 8MALLCIE LINSP WITH MIRAr
PRIOR T PLA EMENT WASHED BRAIN ROCK
X[PRAP OUTLET
RUNOFF SPREADER. TRENCH
FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTI
ON SYSTEM
NOTES:
1. Call Engineering Division (771-0220) for a tightline a nd detention system iaspection
before backfilling and for final inspections. APPROVED BY
2, Responsibility for operation and maintenance of drainage system on private property is the
responsibility of the property owner. Material accumulated in the storage pipe must be fi shed //7/9/?
out and removed from the catch basins to allow proper operation. The outlet control orifice DA TE ,
7— S U N 1 M :-44 KAPFIL-ER F:ossoc x A-rr=s ARcH 3[
C.
AVF-S�46E GRAD ET cod
5EE APPROVEC) FLAT MAP
FOR r->RAINAGE AN[)
ERRO610N. CONTROL J� 0
CATCH 5AS
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24' ETENTI
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N2
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X
LOT 3
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DRAINAGE AND(EXCAVATION/
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Xappler Associates
Archftects
13400 Northup Way E&ot':.#33
Bellevue, We. 98005
tel 006-641-5320
fax 206-841-5318
A
ELEV.=100'
SEE AFFFROVED FLAT t"IAF
FOfR UTILITY STUB OUTS
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19
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DRIVEWAY
ELEV.=95'
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A = 100'
E3 = '35'
G = 100'
D = 100'
AVERAGE GRADE CY3,5'
Q
ACTUAL = 123.5a3'
T-
IL
MAX = 124.5'
C.
ELEV.--: 1001
DATUM POINT +100
MONUMENT CA5E
LOT 3
L— — —
— — — —
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— —
EE
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658d53'23'E 65.01
51TE FLAN
SCALE : V=20'
5U5DIVISION : BELL
LOT 0: 3
STREET ADDRESS: —
LOT AREA : 8,1'31 SE
PLAN 0: NATHAN C:C
OUNER: NATHAN C�
ADDRE55 :2420 N.
PPONE : 54-1-96,03
TAX 0:
W�& 05
JOB 0: c3-1040
DATE: 4/30/c3l
.ffappler 4ssociales
Architects
13400 Northup Way East. #33
Bellevue, Wa. 98005
tel 206-641-5320
fax 206-641-5318
F-11 jE
.lift
LEGAL DE5CRIFTION :
PLANNING DATA
NAME: (f Al Sy ��C-
' �,Mbf 0-
SITE ADDRESS:- —DATE.
ZONING:___ ts 41 PLAN CHK#:,. rZ —
PROJECT DESCRIPTION: 1�7F�<
CORNERLOT /Vb Yes/No) F
SETBACKS: 11C
es/No)
Required Setbacks: I t
Front: 2!S; Left Side: -7 /,-Right Side: 7 Rear:
Actual Setbacks: I 'I
Front: Z-7 Left Side: 'I �i- Right Slde:'�'7 /2," Rear: Z/5
Street map checked for additional setback required? — —(Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
LOT COVERAGE: _35-Xv -) 7
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: —Actual Helght:_,�,/X
I
Datum Point: 4lLww,4 Datum Elevation: c) o
A.D.U. CREATED?: Ale,
p_ lq6.
SUBDIVISION:
CRITICAL AREAS #: 7 (P — I j — k�, .9 1 verc
SEPA DETERMINATION:
LOT AREA: q17
OTHER:
- a,:�ro_L C—(
Plan Review By:_Z�Dv -7o,
cAfiles\permit\�plandadoc
NE 114.9 SE 114,w' SEC.25, T.1017N, R.3E... W.U.
a
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EX. CB
TOP-371.39
LEGEND
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L"-n CB
STORM CATCH BASIN
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STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
POWER POLE
GUY POLE
0 wu
WATER METER
>4 Wv
WATER VALVE
tf FH
FIRE HYDRANT I
G
GAS LINE I
WA TER UNE
POWER UNE
SEWER LINE
PROPERTY LINE
X--X-
FENCE UNE
FND MONUMENTICASE
FND MONUMENT
LITILITY CONFLICT NOTE:
CONTRACTOR 70 POT -HOLE EX SMRM UNE & EX WATER LINE
T1 0 (2) MW PRIOR TO COWW77ON START UP TO VVIFY
PI11E ELEVAIM AT PROPOSED STORY PIPE CROSSING LOCAPON.
S*.'A. 0+16, 13' RT AND STA 0+24 13' RT
PLACE RM MAY PADS DEMW PIPM
(SO-SO), (SV-*). (2 LOCATIONS TYP.)
FIRE MRANT ASSEMBLY
STA 0+26, 18' RT
(PER OLYMPIC VIEW
WATER & SEM DISTRICT
STANDARDS; SEE DETAIL)
EX. SSMH SET ;�O��ICASE
I'OP=371,65
IE(E)-364.03
IE(NL-363.85 J WW'S
glow M.A _0_'__ RELAY EX Ir RCP
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NOTE
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BETWEEN POWS POLE AND EDGE OF
ASPHALT
EX. SSMH
- TOP-373.01
IE(r)-365.01
IE(W)-364.95
& SSMH
IE(S)-365.01
TO -377.39
q
IE(E)-365.37
pp
IE(W)-365.27
IE(S)-365.49
MAINTENANCE AGREEMENT#
94TH PL. W. IS TO BE A PRIVATE ROAD K17H A
MAINTENANCE AGREEMENT RECORDED ON 774E
FACE OF THE PLAT.
CRAWL SPACE NOTE
THE MINIMUM CRAWL SPACE ELEVA77ON
FOR ALL LOTS 2 THROUGH 8 SHAU BE 374.00.
SCALE. 1 " = 30'
1111m mimmoom
__ 1111111111111m - - 011111111111111
0 15 30 60
BASIS OF BEARING. EAST LINE PLA7' OF PINE ACRES
7BM SSMH @ENTRANCE. DRIVEWAY
ATNFr PN)rPI T9 PIK 9
7,071 //'v MOO'
/ 220TH ST. S.W. AS -BUILT ELEV W.
CB *I L. _ _ _,i I YM71CAL DATUM
I _ss MEAN LOWS LOW WATMIE=364.95+8.06=373.01 ON TOP OF MH
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)9.94(12 k DMOPER TO INSTALL
c Epy
1E(W`)=369.91(12-RCP) CULMRB 0+35 -STANDARD "STOP" SIGN
-k 7345
TOP=3 HIGH WqSITY
LOT 1 17i.71 1ACV JQ
IEZ I
EX. 15' DRf VEWA Y -9 74 SF \1E0WV)-371.7I 12ORC ) -STREtT NAME SIG# ON TOP 00, STOP SIGN
-372.71 "PVC W1 6"tTLLOW 'STREET EROS'.'
EX t3ARACE
CONSIRUCT 1 SFT CURVE TABLE
PA VED INSTALL 'NO PARKING SOUTH LETWR�*MBE
DIAA V.I.P. 6 ERS
IOW 20'
TURNAROUND TRUDEO,ALUN. BLAW.
ON 9TEX NO. DEL TA RADIUS LENGTH
bA OF HERE* ' 'I Typ..)
STA 0+6� 10� �T 12 S P A
LOT I TO R
OCA 77ON
p LOCAM C1
F 4,; 9 10 1, ESMT FOh INGRESS & EGRESS L 84*26'36" 35:00 51.58
FY '�FP F 371 7�1 CB THE KStERLY 15 FEET C2 63"35'12" 35.00 38.84
I ^r a 125' NN
0,11A or ME $ M C.3 28*20'48" 35.00 17.32
OF THE 619RTH 155.5' C4 24032'46" 35.00 14.99
CAP END tPoJ711A71
C5 50*45'08" 35.00 31.00
1!4'
'LL-,, I C11
moo - �t.
I ck. C6 72008'19" 25.00 31.48
75 CB jp4 'CAD
J cl
45.
S 88*5.3p233" F x
15, p
4u/ C 03
N
a f CO Fx. 1.411)(11 CA co
0 cq cq r *I... - OD
COINC. f gooc 112:
C/) .1 a ?,
CATCH BASIN DESIGN INFORMATION
61 WOOD FNC- N 88-53i�,% W 795.15
/ &,,
C91
T�PE
STA
DESIGN
AS -BUILT
DESIGN
AS -BUILT
ADDI7IONAL
i
TOP EL
TOP EL
IE
IE
INFORMA 77ON
.0+15.3
.372.70
370.50(,E)
370.50(Vt)
W1 GRATE
r'RT
370.50(S)i
�370.80(!4)
W/ SOLID
2
0 +90
374.85
370,80(S)
LOCKING LID
RT
J70.
370.18EI
I
-
370. 9D(N�
370.40(S
CONIROL
3
2-50
0+95
2'RT
J75. 00
J70.40(YO
STRUCTURE
370.40(E)
SEE DETAIL
4
1
0+95
11.17- 0
374-80
370.95(*)
W1 GRATE
5
I-L
j75-16
no-40)
Lw01CKs,`N`,jDL1D
6
I-L 1
0+95
374.88
370.40(E)
W1 GRATE
7. 17' RT
-370.40(S)
2-48*2180
375.15
370.40(N)
W1 SCkJD
J4*LT
370.90(S)
LOCKING UD
-7
8-1
1
3+12
47'LT
374.57
371.25(N)
W1 GRATE
TYPE
STA
DESIGN
TOP EL
AS-WLT
70P EL
DESIGN
IE
AS-SULT
IE
AM77ONAL
INFORMA 77ON
C a 1
0
0+90
13' RT
372.35
370.aS
W1 SOLID UD
C 0 v2
J�+01
,63.5' RT
375.20
371.45
W1 SOLID UO
CO v3168'
2+87
RT
375.30
371.60
W1 SOUD U0
CO 4
2+73
66' RT
375-35
J71.75
W1 . SOLID UD
YD IV 1
1+64
13' RT
372.65
371.15
W1 SOUD UD
YD v2
2+34
13' RT
372.93
371.43
W1 GRATE
+64 T
O'R
1372.95
371.45
I
W1 GRA IE
I
PIPE DESIGN INFORMATION
PIPE
TYPE
ME
AS BUIL T
LENGTH
LENGTH
AS -BUILT'
SLOPE
SLOPE
AS-BUfLT
A00177ONAL
INFORMA 71ON
P-1
80-RCP
75'
0.4%
P-2
6'�P%c
Ir
0.4%
P-3
12'-PVC
5.
0.4%
P-4
80-PVC
1,51
0.4
P-5
12'-PVC
4-
0.4X
36*-CUP
f6r
O.Ox
SEC- oc-rgIL
P-7
360-cup
Im,
0.0%
SEE DETAIL
P-8
81-PVC
350
1.0%
SEE DETAIL
P-9
6*-PVC
it,
0.49
P-10
740
0.4%
P-11
60-PVC
70'
0. 4x
P-12
60.,Pvc 1
750
0.4%
1 1
1
3. , S �885j,2j.5 E 9296i J 1 8 Z 53
- I ROC-, -- - - - - - %
15. DO -71
BL K 2 1 ' W.1 LINE inAT OP
110
A�
,Bs8L A Ily
W
AMW� N=8,051
t4i r
BETHORb� TERRAgE #2
IYD v3
I PRt smme
, ", ; A SFR tn 'D CAIRACE
1 1 ulaw "
1 sm a
3o'-60 PERrIam v
f FW75.
11 ELEV-374%
's , PROPOM SFR
DRAW 0 0. Tm M-374.00 19324 14 CRAK SP to
CRAWL SPACE
4'RD- rT( B REMO
Atilt.
If
CRkK V'A CE r oo
ELEV-374.00MIN.
11LOT 2
I Fq) S,
1,G=9,197,. S� L 01�
.01
017 s,
1,N=8,001 Sr
PROW DRAINAGE SWALES I TO BE -
TO DIVERT LOT 2S SURFACE ROCKIRY
RUN-OFF TO DRAINAGE
Je
SYSMI.
sa
pi I _ .7 1.7
-(W
92.01 N 8 8 *5 8'2 7 W D PAIr
ly
CB a51\ IYNk 7.50 8.j5.
0. �, II(E)
rlf--�* PEERFACUR EX. SSMH I
Lj
TAW -372.54 15 N 000,
TOP
DRAIN 0 OAX 11", 7 EX. SFR NOTEt
I N)-366.1 100,
-366.1 JDM2
IE u 7_1, I - LOT 9 IS INCLUDED FOR PURPOSES OF CONVEWNG LAND. LOT 9
374.87 0
IE EZ66.29 I' lt I I - 111 \ (I Fr-378.39
INSTAU SID. PUD COBRA PROFILE I
IS FULLY DEMOPED MTH ITS 00 ACCESS AND DRAINAGE.
LU
CO 14l
HEAD LUMINAW PERPUD 6
CONVEYANCE OF THE LAND WU NOT IMPAC7 ANY BUILDING SET
887 L'O
SID. PLANS (I TYR) f 4 BACK REQUIREMENTS NOR NU IT INCREASE M PERCENTAGE
374.87 -4-
STA. 2+70, 2' LT. CENTER OF PW'T S 0) OF MELOPED LAND.
S�IA.2+84,17 k-L., I
oe 2(W)
35.651T 8
07f
SET MONICASE r.4,
SIA.2 86-49 f, I-, I N N 0
!0 - *--. 1 (0 td
35.
I 8tL T
C'L, LOT 3 374.57 PA N
r7,-. c\1
_ER
L CURB TANA'- ,i BUILDINGS To
Fv I EX.
TYR 4
C1 BE REA40VM
L
CB C)
40 'MOO FENCE 88154X2 <r
DRAINAGE NOTE TAW TO
ALL ROOF AND FOUNDA770M st MOVED
DRAWS SHAUBE MIMMUM I loop
40 ADS-N12 OR PVC AT I.OX 1-_�
;0 R 00k V D R
APR
SLOPE AND CONNECT TO STORM
to mk mm;
n
DRAW SYSTEV. " -"K- N-% -ff Ar 'a
tit
oe Axpm sm AV= sm, PW= SIR / *00y FENCE�,, 0 N 'go" 6 T RU%a; 11, VAO&N
COLLEC77ON PIPES TO BE 6' MIN. CRAWL SPACE CRAWL SPACE / 23'(E)
PIPE F MORE THAN 2 HOUSES CRAWL SPACE Lu ELEV.-374.00
EUV.-374.00 MV.0374.00. ' 10
MIN. �o m1g.
ARE COLLECTO BY THE PIPE. 4110. 2 110 'silo
cz) I , ( / / e V L__ I r\ A -rr-
I t� a - I I I U)
�sl 1� . a 4 / .
L 01 * LOf4 I r- 0 '1 a
r3 r- - I aj
8 352 F LOT/ 5 LLJ
8,19!j 8,293 SF f
F
65.00 4.25 r1n
4.
6'
6 11 f
FERRY �Lj
DOCK
MAIN ST
CITY OF EDMON ;2,
D 2 T W
�J.
SITE
220TH ST. SW h
Aj 224rH-ST, Sw___
i5-j
c�
to Qc
229 7H
VICINITY MAP
p
NOT TO SCALE
LEGAL DESCRIPTION,
PARCEL h C
THE SOUTH 855 FEET OF ?HE NORTH 235.5 FEET OF THE WEST 3/fOTHS OF THE 11001NEAS�
OUARTER OF THE NORn4EAST QUARTER OF THE SOUNEAST QUARTER OF SECTION 21
TOWNSHIP 27 NORTH, RANGE 3 EAST, WAL, IN KING COUNTY, WASMNGTON.
SITUATE IN WE COUNTY OF SNOHOWSH. STATE OF WASHINGTON.
PAIM B.,
AN EASEMENT ACROSS TRE K17MY 15 FEET OF THE SOUTH 125.5 FEET OF THE MORIN tS&A
FEET OF THE REST J/YOIHS OF SAO NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF rHE
SOUTHEAST QUARTER FOR PURPOSES OF INGRESS AND EGRESS.
SITUATE IN THE COUNTY OF SNOHOVISH, STATE OF WASHINGTON.
PARCEL
PARCEL k,
THE SOUTH 97.50 FEET OF THE NORIH 44,5 FEET OF THE WEST 31YOTHS OF �C NORTHEASt
QUARTER OF THE NORTHEAST QUARTER OF THE SOU7HEAST OUARXR OF SECTION 24
TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTOM,
DWT ANY POR77ON THREOF LYING WITHIN ME PLAT OF E?ETHOrdA TERRACE NO, Z
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLAIS_PAGE 94 RECORDS OF
SNOHOWSH COUNTY, WASHINGTON.
SITUATE W THE COUNTY OF SMOHOMISR, STATE OF WA"GMN.
PARCEL
AN EASEMENT FOR INGRESS AND EGRESS OVER THE WESTE"RLY 1.5 FEET OF NE WIN 243 FitT
OF 1W NORTHEAST QUARTER OF ME NORTHEAST QUARTER OF 7W SOUTHEAST QUARTER OF;
SAID SEC77ON 25,
DWT ME NOR TH 30 FEET n4SEOF FOR 220TH STREET S W; AND
TOXINS WIN AN EASEMENT FOR INGRM EGRESS AND PC INSTALLATION, "ATM ANd
MAINTENANCE OF UlIU17ES OVER. WDER ACROSS, THROUGH AND UPON THE WEST 20 FEET
THE HEREINABOVE DESCRIBED PARCEL 3.
PARM
PARCEL A.
THE SOUTH mm FEET OF THE NORTH 347.so FEET w INE wsr pm nNois oF mr
NORTHEAST QUARTER OF TW NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SEC17ON 25, TOWNSVP 27 NORTH. RANGE J EAST. WM.. IN SNa4OM?`SH jC"TY. 09ftTft
EXCEPT ANY POR77OR WREOF LYING WITHIN THE PLAT OF BMORFA TERRACENOL Z
ACCORDING TO THE PLAT AIEREOF RECORDED IN VOLUAIE 20 OF PLAM PAGE 94 RECOWS
SNOHOWSH COUNTY, WASHINGTON,
ALSO, THAT POR77ON OF INE NEST THREE TENTHS OF WE NORTHEAST QUARTER OF IWM04*s4v,
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 2A MOMW 27 NORTH, RANGE 3 EAST. WAI..
W SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS.
BEGINNING AT A POINT 235.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE RESr THREE
TENTHS MEASURED ALONG THE WESTERLY BOUNDARY THEREOF,
THENCE SOUTH ALONG ME WESTERLY BOUNDARY, A DISTANCE OF 9.5 FEET,
THENCE DUE EAST TO THE EAST BOUNDARY OF SAID REST THREE TENTHS AT A POT 145 AV
SOUTH OF THE NORTHEAST COWER OF- SAID WST THREE TENTHS ON IHE EAST WMARY OF
SAO WEST MEE IENTHS�
mENcE NORTH, ALONG sAoEASr BOUNDARY 9.5 FEET TO A POINT 235.5 FEET SOUTH OF THE
NORTHEAST COWER OF THE WEST THREE MAIM -
THENCE WESTERLY TO THE POINT OF BEGINNING PER CITY OF EDMONDS BOUNDARY UNE
AD.RJSTMENT RECORDED UNDER RECORDING NO. 9607180381;
(BEING KNOWN AS LOT A OF BOUNDARY LINE ADJUSTMENT NO. U-96-18 AND AP-"-Sl
RECORDED UNDER RECORDING NO. 9607180381).
SITUATE IN THE COUNTY OF SMOHOMW STATE OF WASHWGMN.
PARCEL-8:
AN EASEMENT FOR INGRESS AND EGREMS OVER THE WSTSLY 15 FEET OF THE MORIN 245 ow
OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTS OF THE SOUTHEASt QUARIER OP
SAID SEC17ON 2.% TOWNSHIP 27 NdRTH, RANGE .3 EAST, W.M.:
EXCEPT THE NORTH 30 FEET THEREOF FOR 220M STREET SOUTHWEST,
AND EXCEPT THAT POR17ON LYING WITHIN THE UAW TRACT.
S117JATE IN THE' COUNTY OF' SNOHOVISH, STATE OF WA"GTM.
PRINTED
PARCEL 4: JUL 2 4 19Y/
LOT Z BLOCK Z PINE ACRM ACCORDING TO ?HE PLAT THSEOF RE�ORW IN
VOLUME 13 OF PLATS, PAGE 64 RECORDS OF SNOHOMISH COUNTY.
SITUATE IN THE COUNTY OF SNOHOWSH, STATE OF WASHINGTON.
SUBXCT TO THE EXCEPTIONS SHOWN HEREIN
PARCEL 5:
LOT 8 OF SHORT PLAT NO. 177 (8-82) RECORDED UNDER NO. 821`2130181, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON.
ftv 17 skL mom
I I 1 14 1
0 E S 818,53,230 E DETENTION PIPE, CRA%t SPACE ELS RU 07-.-03 SITE ADDRM 9406 & 9332
Q 78-32"52 #3 220TH ST. SW
65.01 19.12' / 65.02' RLL 06-12-97 EDMONDS. WA. 98020
i 10. of jF2 ROAD - GRADE, STORM DRAINAGE SYSTEM- DETEN77ON PIPE, 1 .1
S 88 -23-97
5' WOOD FENCE *53'2J" E #1 ROAD GRADE, STORM DRAINAGE SYSTEM. SIGNAGE DESCRIPTIONS RLL 04
0.6'(s) TAX ACCOUNT NO*&- 252703-4-007-0002 .252703-4-0:0003.
6' WOOD "FENCE REV. NO. DESCRIPTION INITIALS - DATE 52403-4-009-0000 5442-002-002-0009 252703-4- 0003
ROAD & DRAINAGE PLAN
lu br rfIR
0 mms L A J2 1 ACmm
N p 22124 .356-2700
to c� _/L 'Western BcL A r-A.A C
NOT'F tD LOGA V OR
P-98-140,
C110 tirve-ygrs ~AMT CHARLIE NATHAN
742-5500 & OWNER: 9792 EDMONDS WA`Yi� SM 268
E. LINE PLAj7 C. EDMONDS� YVA., 98020
OF PINE ACRES LOT 9 me44 PH: (423) M-7270
9,324 SF LAND USE CONSULTANTS�
10, SEWER ESM7 D*W. BY ........ VAT PROXCT AIANACER
ji,
110.01 Mvil JrNMNEERS LAND SURVEYORS JSM 10-18-96- T.L QUALLY 0. il
- S 88*53'25" E EXPIRES 10/2§/ 6 0 JOB Na
10' DRAINAGE ESM7 130M HW 99 -SOUTH, EMETT. WA.*98204 PAX (2 . 0)334-2m DEstam By F.D. (4 .338 1111c
R.B.NEHRING 96,056
14
RIW
_j
30' RIVI --o- s- . 1111 -_
lip.
J i
nu
F3,+ - i C4
+ v
rq
t+14 4
75% t; cd
od Sod -0.75% 0 7 79;
&j wj S
ko;
ROPM ROAD L
3 75 P
SO
CIO
td S,1.0% -40 Z5 cli
--------- ------ ----------- o";
---- ---- 140� "N' 11 r1NQ
em ----
C, n i N n
1-14 INN C,1�4 er4l I 1c1q
WL ew
rn
00.4% 370
75',w 8'
3701 s.-
LCB1 88
CR a3
re Cs
CB 87
v4
it EX GMAM CB, v2 CB C8 85
CB no
365
365 3+00
_0+30 0+00 2+00
FROM STA. 0+8.76 To 0+30 - CROWN VARIES
FqOy STA. 0+30 TO 2+24 - 2% CROW
95TH PL. W. PROFILE IPRIVATE ROAD] FROM STA. 2+24 To 3+2 0.39 CROWN VARIES
HORIZONTAL SCALE. 1 INCH 30 FEET
VER71CAL SCALE' 1 INCH 5. 0 FEET
HANDLE WITH
LOCK PIN
SIX EVENLY SPACED ADXSTABLE LOCK HOOK 0
HOLES FOR BOL77NG WITH LOCK SCREW
TO FLANGE CONNECTION.
0
0
0 0 0
0 .0
0
0
LIFT FANDLE SHALL BE ATTACHEOD AfA X/AfUAf OPENING.
MANUFACTURER'S RECOMMENDATIONS, SIDE OF GATE
FRONT
ALTERNATES ARE ACCEPTABLE PROVIDED MATERIAL
SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN
MA TCHES.
CLEANOUT SHEAARR GATE
NO SCALE
ROUND SOUD COVER MARKED
.ODRAIN* WTH LOCKING BOLTS
ithttrlzq OTHERWSE APPROVED
TOP EL - 375, 00 BY ENGINEER.
m��
ri
80 Pvc--,
00.47.
FIC
ORIFICE p
PIPE SUPPORTS 3'xO.9GO.
OW
60 ELBOW
6
BOLTED OR IMBEDDED 2"(AIIN)
IN C.B.WALL. 03' MAMUM
OF EL- 373.40 A
SHEAR GATE
ORIFICE r
ORIFICE 11
MINIMUM ONE SUPPORT
CONTROL ROD
AE1B'
0
IE N, 372.22
T
*0
ORIFICE 13 Z 125
1E - 371.90
_MP
167'-36" CMP
8m RCP
5 �Cp 0
0 O,4x SL
ORIFICE 12 - 150'
a 0. 0
8' RCP
0.0.4x SL
ORIFICE 12
.6" ELBOW
0.5 DEAD STORAGE
1.4'-12" PVC----
00.07.
IE- J70.90
12' FR-O-P-TEE
JE 370.40
IE - 368.90
CLEAN OUT SHEAR GATE
SEE DETAIL
ORIFICE11 2.3* DIA.
540STD.Ca
RESTRICTOR PLATE
CR 86
SHOP DRILLED.
(7r.EACH ORIFICE)
TYPE 1 -L
PAV!EMENT WIDTH sop
END PAVEMENT
A
It . 7 .
0.5* to
4
lop 4 0
6,511-
J_
CEMENT CONCRETE
VERTICAL CURB AND GUTTER
� NO -SCALE
I ._ __ -
IDETEIN,"TIONnPE TABLE-,
PIPE NORTH STUB SOUTH STUB
P-6 NO STUB 24' CUP
P-7 24 N CUP 30* CAIP
W1 2* VENT PIPE
MA TMA I-
- GALVANIZED NTH TREAWNT I ASPHALt COATING
- 2-213 x 112 in. CORRUGATION
- 16 GAUGE
- MINIMIM BAND SIZE 1210
DETENTION VOLUME TABLE
- REQUIRED STORAGE
Z296 CF
- DESIGk STORAGE
2,354 CF
- DESIGN DEAD STORAGE
392 CF
C8 #3
TYPE I/
(54"DIA)
_'
' *
n4
SECTION VIEW PLAN VIEW
NO SCALE
NO SCALE
CONTROL STRUCTURE
CBv3 ITYPE 11-541) DETAIL
P-6 '
167'-36" CMP
0 O.Ox
P-7 1
188'-36" CMP
@ 0. o1w.
2'-24" CMP.
0 0. 0 /w.
ACCESS & UI7LESW'T (STATIONWG LINE)
EASEMENT
LINE 30-ACCESS & UTILEESM'T
15'_
20' PAVED ROADWAY 70
VER77CAL CURB RD. 10
& GUTIV qTyp') 20 -0.5,
(SEEE LIE AIL) 0151
2. 0% SL 2. 09 SL
Ex. GROUND EX. FENCE 2" COMPACTED DEPTH CLASS `B* ACP L
2" COMPACTED DEPTH CSTC KEYSTONE RETAINING WA
3.0' MAX HEIGHT TO BE INSTALLED
4* COMPACTED DEPTH CSBC PER MANUFACTURERS RECOMMENDATIONS
APPROVED SUB -BASE (TYP.-BOTH SIDES)
PRIVATE ROAD CROSS SECTION ITYP-1
NO SCALE
195.5' CENTER TO CENTER
1-.4" VENT PIPE
360 CUP
S_ 0.0%
0.5' DEAD STORAGE ---------------------------------------
-------------------- 7 ----------------------------------------
2,v24" CUP 2^o3O" CMP
CB 117
CB 86 CB TYPE Z 480
CB TYPE I-L
172.75' CENTER TO CENTER
167' 36w CMP
S o.ox
0.5DEAD STORAGE ------------------------------------------ ----------
-----------
2'fw,24" CMP
OB #5
CB 03 CB TYPE 1-L
C9 TIME
RES I
SEE DETAIL
DETENTION STRUCTURES
N.T&
EX. GROUND I
00
WASHED
DRAIN
ROCK ig.
'--6* PERF.'PIPE 0`11FILTER
24 FABRIC SLEEW
C, RTAIN DRAIN
N. T. S.
APPROVED ROAD SUB -BASE. MATERIAL
ROAD SUB -SASE MATERIAL SHALL Un7
WSDOTIApWA STANDARD SPECIFICATION
9-03.14 GRAVEL BORROW OR APPROVED
EQUIVALENT. MATERIAL SHALL BE PLACED
AND COMPACTED TO 95X MODIFIED PROCTOR
IN LIFTS NOT EXCEEDING So.
GENERAL NOTES
1. ALL CONSTRUCTION SWALL C&IFORU TO THE sITANDW
FOR ROAD, BRIDGE & MUNICIPAL CONSMUC716N AND STANDARD PLANS
AS ADOPTED BY THE CITY OF EDUONDS� AND � ANY REQUIRSOM
ESTABLISHED AT CITY HEARINGS ON INS PLAN,
Cry Or
2. ALL CONSTRUC17ON IS SUOXCT TO ME MISPEC77ON by I
EDMONDS AND THE CONTRACTOR S14ALL NOT*"( IHE� CITY OF THEIR
SCHEDULE IN SUFFICIENT TIME TO PERMIT iNSOECTION PRIOR TO AND
DURING THE WORK.
J. THE CONTRACTOR SHALL BE RESPONSIBLE FOk THE I�NSM'U'AIVN OF
SIDE SEWERS (LA 70ALS & TEES) AND THE, PLACING, OF: 2, X 4 MARKERS
NTH THE LENGTH AND DEPTH OF THE LATERALS AND INSOM
ON THE MARKERS� AND PRIOR TO BACKFILLht-
4. THE CONTRACTOR SHALL NOTIFY THE CITY OF' EDUO�DS DiPARWW OF
PUBUC-WORKS IN TIME TO PERMIT INSPECTION OF THESIDE SEIIERS
PRIOR TO BACKFILLNG,
5. UPON CMU170H OF THE 9TE IMPROVEUENI� AND" ObERaw"
UTILITIM THE CONTRACTOR THROUGH HIS CONSUL ENWW
SHALL FURNISH AN AS -BUILT PLAN TO THE CITY OF EDN"S 09H
INDICATED THE LOCATION OF ALL SITE IMPROVEMOM INCLUDM WE
SEIVER LATERALS OR MM WATER LINES ORi OTHER PERTINENT
INFORMA TION.
6. UNDERGROUND )WRING REQUIRED WTH . STREEt UGHTiNG.
7. WATER SER14CE NTH METER BOX AND CUR9,1STOP REQUIRED FOR EACH
LOT.
THE CONTRACTOR SHALL ARRANGE FOR AND'MAKE AIR ItStS OF
SANITARY SEWER AND SEWER CONNEC77ONS UNDER; THE SUPERV900 OP
THE CITY ENGINEER OR HIS DE-90NATM REPRESENTATIVE- LAMM$
TO BE 6- CONCRETE PfPE. OR P.VC CONFdWG TO SDk 3034
STANDARDS
9. DUSTING UNDWOUND FACUTIES HAVE BEEN SHOWN ON THIS
DRAWNG FOR THE PURPOSE OF ASSIS77NG THE CONTRACTOR IN
LOCATM. SAID FACILITIES W ME FIELD. TNE CONTRACTOR SHALL
BE RESPMBLE FOR CHECKING AC77JAL LOCA77ONS IN THE FRO AND
CHECKING.WITH APPROPRIATE AGENCIES THAT MAY HAVE:UNDERGPOUND
FACILI77ES WITHIN THE PROJECT LIMITS THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACIUlXt
RESULIWG FROM HIS OPO?ATIONS.
10. A COPY OF THESE APPROVED PLANS MUST ON THE J68 s"r
N4MM CONSMUC17ON IS IN PROGRESS.
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN,
FLusK DfqNFrcr Wov APPLICABLE AND couk sArtsFAcToRy
APPROVAL FROM THE CITY OF EDMONDS REGARDINd ME QUALITY AM
INTEGRITY OF DUSTING WATER UNES, SANITARY SEWER �E SM
LIN& RETENTION SYSTEM. EM WRITTEN ACCEPTANCE BY THE CITY OF
THESE PROCEDURES MUST BE TRANSMITTED !TO THE OEM 00YEER-
IZ ALL WORK AND MATERIALS SHALL BE IN ACCOROANtE W*
WS,D.O.T/A.P.WA. STANDARD SPECIFICATIONS OR AS DIRECTED BY
THE CITY OF MMONDS.
13. ALL LOCA77ONS OF DUSTING UTILITIES SHOW� ARE APPRO)WATE AND
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
EXACT LOCA77ONS TO AVOC DAMAGE OR DISTURBANCE
14. ALL WLET AND CATCH BASIN FRAUE AND COATES SHALL WOT BE
ADJUSTED UNTIL IMMEDIATELY PRIOR TO PAYNG.
15. THE TEMPORARY ER0S?0N1_qDW0tA?7ON CdNTROti FA6Lh`Y SHALL BE,
CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSW L" aEARINC #4
ACCORDANCE NTH THE APPROVED TEMPORARY EROSIONISEDIMMtA170N
CONTROL PLAN. THESE FACIU77ES MUST B& SAT?9VTMY
MAINTAINED UN17L CONSTRUC77ON IS COMFUM AND THE POTENIIAL
FOR IN SITE EROSION HAS PASSED.
16. ALL REOUIRED srow WATER RVENTIONIDM770N, FACUTIES WJSt
BE CONSTRUCTED AND IN OPERA17ON PRIOR; TO ANY PAVING LINIM
OTHMMSE APPROVED BY THE OEPAR7VENTI'OF PUBLIC WMS
17. cRAOVAGE STRUCTIRES NOT ON PUBLIC RGHTS-Or-WAY SHALL HAVt
LOCKING LIDS.
18. ALL DISTURBED SURFACES SHALL BE SE06 NTH TOUGH, HARDY, FAST
GROWNG GRASS UNLESS LANDSCApfNG1rRosI0N CONTROL AtEAStIRES ARE
EMPLOYED.
19. UNLESS OTHERWSE NOTED ALL STORM DRA14AGE *Wd �r, 1r, le,
AAN
24' & 36' INCLUDING DMT70N PIPE NtLiBE 16 GAUGE CALV 20
STEEL AND SHALL USE TREATUENT 1. i
2o GRASS sEEoNG wu BE Dow USING AN APPRovbDnprHwo-,
SEEDER, OR AS OTIIERNSE APPROVED By THE CITY OF MUMS
DEPARTMENT OF PUBLIC MMS. THE PMORMANCE MID KL NbT BE
RELEASED UNTIL THE GRASS is ESTABLISHED UNLESS 01HERNSE
APPROVED By THE aTy OF EDMONDS DEPARTMENT OF PUBLIC NRKSL
21. PIPING SPECIFICATIONS AS NOTED.
2Z ALL STEEL PARTS NU BE GALVANZED AND WTH TREATMT /I
(ASPHALT COATED).
23. ALL WORK AND UAIMALS FOR WSTAUA776N AND CONSM970 OF
SEWER, WATER, AND UNDV�RDUND POWER SHALL CONFM TO
STANDARD SPECIFICATIONS FOR SUCH W()RK IN ACCORDANCE WIN THE
CITY OF EDMONDS AND SNOHOMISH COUNTY.P.U.0. NO- I STANDARDS
SEEDING MIX PROPORTIONS PERCENT
BY WEIGHT PARTY-
PERCMT
GERMA17ON -
UROM APRM
KENTUCKY BLUEGRASS 3OX
80%
(BIRKA, BARON OR FYtKING)
CREEPING RED FESICUE (PENNLAWN) 4ox 98%
90%
PERENNIAL RYE (DERBY OR PENNANT) 3O)r 95X
9ox
-SEEDINC.- APPLY APPROPRIATE MIXTURE TO WE PREPARED SEEDSED AT A RATE OF 120 fbslAox
CO%ER THE = WIH TOPSOIL OR MULCH NO DEEPER THAN 112 INCH
p E D
�NV_c_
REV ts RLL 7-to"97
ox
8 R - 10WIN
4'�-80 QUARRY SPALLS
Jv
rEAlPORARY CONSTRUCTION ENTRANCE
N.Ts I
I
INSTALL SEDIMENT BARRIERS
(2 TYP.) I
NE 114
.9 SE 114.9 SEP.25.9 T.27N... R.3E., W.M.
RELOCATE WATER M=S
AS PER APPROVED WATER PLAN
53.
p,ow 0.
IV Pp b
IT!
Wr
777�/
7117 All"
7777 220TH ST, SW.
ss
t
-im- OEM
to
W10: %
��7 -.=.WATER- WATER -Ahm
77�7 -%a I -, WATER
c 8*Dl
it - - - - - - - - - - -
ROCKCRY
-,F
EX. CARA(
C it
3.5' WALK
ITEMPORARY it
NCE
ICONSTRUC77ON ENlRA
it
FF 6, LOT
0
EX -5
ESV'T FOR INGRESS & EWSS
-.1. so
THE WESTERLY 15 FEET,-'
F.F= .3 71. 7,3
OF THE SOUTH 125'
OF THE NORTH 1555'
L OT I FABRIC
FIL TER
7FENCE
(A
EX. 6LOC' CA 00
. ...... OD co
EX. GARAC-E tONC. 0306
cn
A-4
t zo
q 6' MOD FNC,
61 WOOD FNC.
w
W., OP
374 -oii�
64RAC;r
LOT 7
LINE kAT
i BETHORIA� TERRAPE J2
Ir
CARAGE
EX. SFR
9324
t
FF-375.54
ITO Bt RE�MQD
B L `2
ROCKERY
L 0
LOT 2
�_j
T. E. S. C. NO rEs
1. INSTALL TES.C.'FACLITIES AS COND17IONS WARRANT OR AS DIRECTED
($ �: C R A. ITO BE REMOVED ?w
SEDIMENT TRII!jj!!!,�
2 ESC MUMENT STABILIZATION OF EMOSED AREAS . . ...... . .....
(SEE DETAIL)
BY� Cf TY OF EDAIONDS INSPECTOR.
AU SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED
HYDRMEDINO, OR OTHER VEGETATION, PLAS77C COWWNa OR AlULCHINa
BY SUITAME APPLICATION OF BUK INCLUDINrA RUT NOT LIMITED 70, SM
ALL SUPS SHAU BE SELECTED. DESIGNED, AND MAINTAINED IN ACCORDANCE
x
WITH WE MANUAL THE EXPOSED SOILS SHALL BE SIABIUZED ACCORDING
. NO SOILS SHALL REMAIN E)POSED . ......... ... . ... .... .... . ... . . ...... . . .
TO AN APPROVED TIVETABLE(TYPICALLY AO I
C
-THAN TWO (2) DAYS FROM OCTOBER I THROUGH APRIL 30 AND NO ff N
FOR MORE
6
MORE THAN SM (7) DAYS FROM MAY I THROUGH SEPTEMBER 30). N
it F
EX. S
FIT
L_LE�Ll J 19332
C5
nL TER FABRIC
18mklN (ABOVE WIRE AIESH)
PEA GRA VEL.
12NAOMDEPTH
j 21
WRE, MESH (POULTRY NETTING)
CATCH BASIN W/ ORA. TE FX7ERED WATER
SEDIMENT HARRIER
N. T. S.
FX7ER FABRIC AIA7MIAL
POULTRY NETTINC
314" - JAr WASHED
GRA ll� OR PEA GRA I'll
Wxy GRADED OR
DIMRSED SIDE SL
T,
FILTER FABRIC FENCE
N.TS.
3p
SWALE FLOW LINE
1' MIN.
1.01 FLOW
FLOW - - - - - -
.................................................... .. ....... . . .
..................... ................... .
KEY ROCK INTO EX GRO�r
SUMP BEIM A
0. 25 A11N.
DAM SHALL BE
DAILY & CLEM
"j, COLLECTED DEB
Itl OF ITS DEF
N=- ROCK!, SHALL, BE 4' MINUS QUARRY ROCK
ROCK CHECK'I�IDAM X SEC77ON
SEDIMENT TRAP
N.T.S.
FF-378.39
FIL TER FABRIC
6
FENCE (TYP.)
4
LOT 31
GARAGE
I Lo
I
CARACE
PROPAND 1.faa"�-A.Ad,, e_44,el
TA 1`4 l<
EX. BUILDINGS TO
J-1.1 1 1, J, BLC REMOVED
Cl
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4'MOD FENCE
TAW TO
at MOVED
%
0 ;o
31 W60D FENtE
Ox
LOT 3 LOT 4 e LOT 5
HEQ
376
i 7lq
6' WVOD FENCE
5' WOOD FENCE
6' Wow'FENCE
(129,
-EX. S.F. R.
#
NOT�ff'.1.0 1.0\CATF,"'(f
E. LINE PLAT
OF PINE ACRES LOT 9
10' SEWER ESM7
nD _j
10' DRAINAGE ESM7 J-
LEGEND
ff] CB
STORM CATCH BASIN
0
STORM DRAW MANHOLE
.-..SDMH
0 SA H
SANITARY SEWER MANHOLE
-�
POWER POLE
GUY POLE
El Wv�
WA TER METER
'INV
WA7ER VALVE
rJ Flq
FIRE HYDRANT
0375.2
SPOT ELEVAT70N
GAS LINE
w
WA TER LINE
POWER LINE
55
SEVER LINE
PROPERTY LINE
r*rAif%r mir
U" FND MONUMENTICASE
FND MONUMENT
-40- FILTER FABRIC FENCE
SEDIMENT TRAP
WAC M2-130-100
INSTRUAM USED : WILD TO - 1010
SURVEY PERFORMED BY FIELD TRAVERSE,
WAC 332-130-M
SURVEY STANDARD AS PER
WAC M2-130-090, PART (1) (C).
cc
CONSTRUCTION SEQUENCE,
1.) ARRANGE FOR AND ATTEND PRE-CONSTRUC77ON
IWEE77NG WTH CITY OF EDMONDS SITE INSPECTION,
771-0220.
2.) CALL DIALDIG (U77LI7?ES UNDERGROUND LOCA77ON
CENTER) 1-800-424-5555.
J.) EREECT nLTFR FABRIC FENCt 'SEDIMENT BARRIERS,
SEDIMENT MAPS, & CONSTRUC77ON ENTRANCE.
4.) CLEAR AND GRUB SITE.
5.) ROUGH GRADE ROAD PER GRADING PLAN.
6.) INSTALL SANITARY M" PER PLAN.
7.) INSTALL OTHER UTTUIIES� STORY DRAINAM
DETEN77ON SYSTM POWM TELEPHONC ETC.
&) FINAL GRADE AND. PAW.
9.) HYDROSEED, MULCH AND PLANT LANDSCAPE
10.) REMOVE THE REMAINING TEMPORARY EROSION/
SEDIAIENTA17ON CONTROL ONLY ;..FTER SITE HAS
BEEN STABUZED AND CITY OF EDMONDS SITE
DEVELOPMENT INSPECTOR HAS APPROVED THE
- REMOVAL-_
11.) CLEAN UP STORY DRAINAGE SYSTEM.
GRADING OUANTITIES:
CUT 100 cu MR
RU: 4000 CuYck
(GRADING QUANTmEs ARE ROUGH CALCULATIONS
WHICH DO NOT ACCOUNT FOR SOIL SWELLING &
SHRINKAGE.)
DATE: Iisiggi
CITY ENGINEER
FERR Y
DOCK
MAIN ST.
CITY OF EDMONDS
212 TH ST SW
SITE
L
$r 0), ,O�220TH: ST. �Sw'
2�_ _j 224TWST W
CL
L0 ck: 229 TH i
I Scj
VICINITY MAP
NOT TO SCALE
SCALE: I " = 30'
0 15 30 �60 1
BASIS OF BEARING. EAST LINE PLAT OF PINE ACRES
TSM SSUH OENTRANCE DR WAY
AT NE CORNER LOT 2, ULK. i:2
L AS -BUILT ELEV. W.
VERTICAL DAIUM
IE=364.95+8.06=J73. 01 ON TOP OF MH
MEAN LOWER LOW WATER
NOT&
LOT 9 IS INCLUDED FOR PURPOSES OF CONVErNG LAND. �LOT 9
IS FULLY DmopomTH rrs OVW ACCESS AND DRAINAGE. :
CONVEYANCE OF THE LAND WLL NOT IMPACT ANY BUILDING S&
BACK REQUIREMENTS NOR WLL IT INCREASE THE PERCENTAGE
OF DEWLOPED LAND.
CAU 48 HOURS
BEFORE YOU DIG
PRINTE D 1-800-424-5555
JUL 2 4 IVV/
WESTERI-1 �r'.."/EYOFS,
UTILITY CONFLICT NOTE:
CAU770N.-
THE CONM4=R SHALL BE RESPONSIBLE FOR VERIF)ING THE LOCATION.
DIMENStON, AND DEPTH OF ALL EXISTING U77LMES WHETHER SHOWN ON
THESE PLANS OR NOT; BY POTHOLING THE U77LMES AND SURVEYING THE
HORrIONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.,
THIS SHALL INCLUDE CALLING UTILITY LOCATr 0 7800-424-SM AND THEN
POTHOLING ALL OF THE EXISTING U77LMES AT LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS
LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON
THE UNVERIF7ED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT K37M
SURVEYORS. INC. 70 RESOLVE ALL PROBLEMS PRIOR TO PROCEEDM WTH
CONSTRUCTION.
mv it Ru
SITE ADDRES& 9406 & 9332
220TH Sr. SW
REV. 02 SITE GRADING RLL - 6-12-97 EDMONDS, W4. 98020
REV.01 DETAILS RLL - 2-28-97 TAX ACCOUNT NOS' 25270.3-4-007-0002 2.5270,3-4-008-0003
REV. NO. DESCRIPTION INITIALS - DATE 252403-4-009-0000 5442-002-002-0009 252703-4-014-0003
M_lt
mr.b
EXPIRES 10
PL
GRADING & T.E.S.C. AN''
FOR i I, .
356-2700 A A
LA -my estern OR B call' L A PL A C
rveyprs P-96-140
742-5500 AMUCW CHARLIE NATHAN
& OWNER. 9792 EDMONDS WAY S4- 266
EDMONDS, WA., 98020
PH. (425) 777-7270
LAND USE CONSULTANTS DWN. BY ........ DA 7E PROXCT MANAGM
7.0 T.L.QUALLY 1 30,
i RLL 11-13-96
CIVIL ENGINEERS LAND SURVEYORS m
79 a DEVGNED By F.B. NO. Jo NO. "*3 3
13000 Hff 99 SOUTH, EVERM, WA.,982" FAX (208MO-270,8
R.B. RING 328 96-058-,
NEH*
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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 Me WARNER.
HUSBAND AND WIFE, 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
WESTERN BANK. A FEDERAL SAVINGS BANK DBA SERRA WESTERN A40RTGAGE
COAdPANY, 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 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
NATURAL COURSE SO AS TO DISCHARGE UPON ANY PUBLIC ROAD
RIGL4TS-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 APPLICA71ON TO AND
RECEIVE APPROVAL FROM THE CITY ENGINEER AND THE CITY PLANNER FOR
SAID ALTERAPON. 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.
11. "NO VEHICLE ACCESS TO LOT 1 IS PERMITTED TO CROSS LOT 2.'
Il 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
EDA40NDS 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."
L
....... . ..... ........... . .....................
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 DECLARAPON, APPLYING TO ALL NECESSARY MATERIALS AND LABOR
REQUIRED TO MAINTAIN A STABLE AND USABLE ROAD SURFACE FOR INGRESS
AND EGRESS OF SAID EASEMENT. THE COST OF SAID MAINTENANCE,
OPERATION AND REPAIR ANDIOR RECONSTRUCTION SHALL ALSO BE BORNE
EQUALLY AND JOINTLY BY THE OWNERS, THEIR HEIRS,: SUCCESSORS, AND
ASSIGNEES, OF LOTS I THROUGH 8."
PLAT OF BEU�A PLACE Non P=96m=140
NE 114;9 E 1 1� 41 SEC0.25, T.27N, R Est W.M.
E d -COUbf WASHINGTOM
CITY —OF— D OND SSNOMMISLU T 0
DECLARAT[ON OF
COVENANTS AM
W. THE PRIVATE ACCESS E,
EASEMENT IN FAVOR OF THE
ELECTRIC, TELEPHONE, TELEW,
PUBLIC OR PRIVATE, OR THEI)
CONSTRUCT, OPERATE, MAINT
PRIMARY DISTRIBUT70N FACILI'
TOGETHER WITH THE RIGHT 0)
WN, DEDICA 770.
NS (commam) -
SEMENT IS HEREBY SUBJECT TO A U77L/77ES
'R NT
,l A OR OR HIS SUCCESSORS AND OF ANY
�ON CABLE� GAS, WATER, OR SEWER qOMPANY,
PERMITTEES OR ASSIGNS. TO INSTALL,
�'N. ALTER AND REPAIR THEIR RESPEC77VE
ES AND NECESSARY APPURTENANCES�
J.,INGRESS AND EGRESS FOR SAID PURPOSES.
W1. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ANY CITY,
ANY POWER COMPANY, ANY GAS COMPANY, ANY TELEPHONE COMPANY, ANY
CABLE COMPANY AND OTHER UTILITIES, AND THEIR RESPEC77VE SUCCESSORS
AND ASSIGNS, UNDER AND UPON THE EXTERIOR TEN (10) FEET OF ALL LOTS
AND nRACTS. PARAI I El MTH !AND ADJOINING EXIS77NG OR PROPOSEp ACCESS
RIGHTS -OF -WAY AND TRACTS� (BOTH PRIVATE AND PUBLIC), AS WEU AS AN
EASEMENT WITHIN ALL PRIVATE ROADS, TRACTS AND DRIVES, IN WHICH TO
INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND
DISTRIBUTION SYSTEMS MTH NECESSARY FACILITIES AND OTHER EQUIPMENT
FOR THE PURPOSE OF SERVING THIS SUBDIVISION, AND OTHER PROPERTY,
MTH UTILITY SERVICES TOGETH
ER WITH THE RIGHT TO ENTER UPON ITHE LOTS
AT ALL 77MES FOR THE PURPOSES HEREIN STATED. ALSO, ALL LOTS SHALL
BE SUBJECT TO AN EASEMENT112.5 (TWO AND ONE HALF) FEET IN WIDTH,
FEET IN WIDTH, PARALLEL WfTH AND ADJACENT TO ALL INTERIOR LOT LINES
LOT LINES FOR 7HE PURPOSES OF U77L/77ES AND DRAINAGE, UNLESS
OTHERWISE SPECIFIED. I
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 SA�E SHALL
BE UNDERGROUND OR IN CONDUIT. ATTACHED TO A BUILDING.
V111. DRAINAGE EASEMENTS DESIGNATED ON THE PLAT ARE HERBY RESERVED
FOR AND GRANTED TO THE ONWERS OF LOTS 1 THROUGH 8. EACH LOT
OWNER HAS AN UNDIVIDED 118TH INTEREST IN AND RESPONSIBILITY FOR
MAINTENANCE, REPAIR AND REPLACEMENT OF THE DRAINAGE SYSTEM, THE
COST OF SAID MAINTENANCE , OPERA77ON AND REPAIR ANDIOR I
RECONSTRUCT70N SHALL ALSO BE BORNE EQUALLY AND JOINTLY BY THE
OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNEES. OF LOTS 1 THROUGH 8.
TOGETHER WITH AN EMERGENCY MAINTENANCE EASEMENT GRANTED AND
CONVEYED TO THE CITY OF EDMONDS, MTH 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, ON
OR THROUGH THE DRAINAGE EASEMENTS.
IX THE OWNERS AND ALL PERSONS HAVING ANY PRESENT OR SUBSEQUENT
OWNERSHIP INTEREST IN 774ESE 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 IN-JUNC77VE 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 qELEASE
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 INJUNCTIVE RELIEF WHICH THE OWNERS, OR THEIR SUCCESSORS
OR ASSIGNS, MAY THEMSELVES HAVE NOW OR IN THE FUTURE BY REASON
OF THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAID DRAINAGE
SYSTEM.
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, IA., 98204 * PH. (425) 3'56-2700 * FAX: (425)356-2708
SURVEYOROS CERTIFICATE
j
I HEREBY CER77FY 7HAT THE PLAT OP BELLA PLACE IS BASED
UPON AN ACTUAL SURVEY AND SUBDIVISION OF SEC77ON 25, TOWNSHIP 27,
RANGE 3 EAST, WM., AS REQUIRED By STATE STATUTES, THAT THE
DISTANCES. COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY, THAT
THE MONUMENTS SHALL BE SET AND LOT AND BLOCK CORNERS SHALL BE
STAKED CORRECTLY ON THE GROUND, THAT I FULLY COMPLIED WITH THE
PROVISIONS OF THE STATE AND LOCAL STA71JTES AND REGULA77ONS
GOVERNING PLAT77NG.
iiecl
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owes****
�c�/SH
"15ENNETH L LONG, Ptl;
— ZVEYOR
REGISTERED PROFESSIONAL LAND
REGISTRATION NO. 16916
Z.
r7,681/
7-71 _-
DA TE
IN ACCORDANCL- WITH RCW 58.US.040.
ANY I'L16014 REC01,WING A PLAT AFTER
TREASUREROS CERTIFICATE MAY 31st MUST PAY zL)VAN.CE jAXjE$
FOR THE NEXT YEAR.
I HEREBY CER71FY THAT ALL STATE AND COUNTY TAXES HERETOFORE
LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN, ACCORDING TO THE
BOOKS AND RECORDS OF MY OFFICE, HAVE BEEN FULLY PAID AND
DISCHARGED, INCLUDING TAXES. 5EP2 '- /ra , 1997
BOB DAN 77NI
TREASURER, SNOHOMISH COUNTY
B Y.- _ngv).og 1&,, /9,9;;p
DEPUTY TREASURE$, SNOHOA41SH COUNTY TE
BY. )f&nzl�c ..d. vj Lij.4'a
DEPUTY TREASURER, SNOHOMISH COUNTY
A UDITOR *S * CERTMICA TE
FILED FOR RECORD AT THE REQUEST OF KENNETH L. LONG, TH 1 *0
Is J-2— DA Y OF
1997, AT____a5__ MINUTES PAST - M., AND
RECORDED IN VOLUME - OF PLATS, PAGES --- THROUGH
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
BOB 7ER MWGER p 1� CED
AUDITOR, SNOHOA41SH COUNTY '-cp I '.
BY: CL4 L
DEPUTY CXNT?'A(jDITOR_ r J.:_X.
UA K� I
i-vLAT OF BELLA PLACE
NE 114o 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 BELLA PLACE NO. P=96=140
S.E 1-14--SEC-,25�,--T-.27N.,.--P.3E.,,-W.M.---..
CITY OF EDMONDS, SNOHOM[SH COUNTY, WASHINGTON
0
DECL4X4T[ON OF
COVENANTS AND
SUBDIVISION, DEDICATIONS,
CONDI77ONS (commm)
X SUBJECT TO EASEMENT AND COND177ONS FOR INGRESS. EGRESS AND
UTILITIES RECORDED UNDER AUDITOR'S FILE NO.'S 479863 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 LOCAT70N OF UTILITIES RECORDED UNDER AUDITOR'S
FILE NO. 1104351.
k/j. SUBJECT TO EASEMENT AND CONDITIONS, FOR SANITARY ANDIOR STORM
SEWER LINE RECORDED UNDER AUDITOR'S FILE NO. 1982429.
XIV. SUBJECT TO EASEMENT AND COND17IONS FOR ELECTRIC TRANSMISSION
AND DISTRIBUTION LINE AND APPURTENANCES THERETO RECORDED UNDER
AUDITOR'S FILE NO. 8208040194.
XV. SUBJECT TO EASEMENT AND CONDITIONS FOR UNDERGROUND ELECTRIC
TRANSMISSION AND DISTRIBUTION LINE RECORDED UNDER AUDITORS FILE
NO. 820804019Z
XW- SUBJECT TO EASEMENT AND CONDITIONS FOR ELECTRIC TRANSMISSION
AND DISTRIBU77ON LINES AND APPURTENANCES THERETO RECORDED UNDER
AUDITOR'S FILE NO. 8312070176.
XWk SUBJECT TO RESERVA77ONS ANDIOR EXCEPTIONS FROM SNOHOMISH
COUNTY TREASURER RECORDED UNDER AUDITOR'S FILE NO. 793011.
XWII. 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 AUDITORS FILE NO. 9607180381.
XX SUBJECT TO TERMS AND CONDITIONS OF SANITARY SEWER EASEMENT
RECORDED UNDER AUDITOR'S FILE NO. 8204280207.
XXI. SUBJECT TO EASEMENT AND CONDITIONS FOR UNDERGROUND ELECTRIC
FACILITIES RECORDED UNDER AUDITOR'S FILE NO. 921206019Z
XXII. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RIGHTS AND
EASEMENTS CONTAINED IN SHORT PLAT NUMBER 177(8-22) RECORDED UNDER
AUDITOR'S FILE NO. 82121.30181.
XXIII. SUBJECT TO POWER OF ATTORNEY IN THE NATURE OF'A COVENANT
RECORDED UNDER AUDITOR'S FILE NO. 8212270159.
DECL4RATION OF SUBDIVISION, DEDICATIONS,
i
COVENANTS AND COMMONS (CONMUED)!
THESE COVENANTS AND CONDITIONS ARE FOR THE MUTUAL BENEFIT OF THE
GRANTORS AND HIS HEIRS, SUCCESSORS AND ASSIGNS AND ARE FOR THE
FURTHER PURPOSE OF COMPLIANCE WITH THE ORDINANCES AND REGULA77ONS
OF THE CITY OF EDMONDS AND SUCH PERSONS ARE SPECIFICALLY GIVEN THE
RIGHT TO ENFORCE THESE RESTRIC17ONS AND RESERVA77ONS BY INJUNCTION
OR OTHER LAWFUL PROCEDURE AND TO RECOVER ANY DAMAGES RESUL77NG
FROM SUCH 00LATIONS.
IN W17NESS WHEREOF, WE SET OUR HANDS AND SEALS THIS
DAY OF -15>6P�M 199 7.
CHARLES R. WARNER \,�OJR R A M. WARNE11C
CA--- 1�� l":4 m - li�woz
CLARANCE DE�h ROYCE, KA? CYN'THIA M. ROYCE
C. DEARL ROYCE
z
CHRI Sl- WOLFE TONNIE k - WOLFEI
GREAT WEjXRN BANK, A FEDERAL SAWNGS
BANK DBA SIERRA WESTERN MORTGAGE
COMPANY
WCE PRESIDENT
77 TLE
BY.. AVP MANAGER
WASHING'FOrUTUAL BANK TI ILE
". ; I I w 41-11 Tol yl-T i I Zi
SURVEY DATA, STREET LAYOUT, UTILITY DESIGN, ADEQUACY OF SEWAGE
DISPOSAL AND WATER SUPPLY HAVE BEEN EXAMINED AND APPROVED.
RECOMMENDED APPROVAL TO THE EDMONDS CITY COUNCIL THIS -5-th—
DAY OF elpitanslaP. - , 1997.
w -
yuwww.
SEENGINEER, 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
I -T. #`
WWRZ��.- , 1997.
r
10
CITY PILANNER, CITY OF EDMONDS
THE EDMONDS CITY COUNCIL, MEETING IN REGULAR SESSION, APPROVED
THE PLAT OP BELLA PLACE ON THE Z5- '4-- DAY OF
. -d
1997.
MAYOR, CITY OF EDMONDS
A TTES T-
Cl TY CL
.... ... ..... .
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. �1616
T71�
4137%
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L A T 0 F tam 1EL L A P L 'Am C E
NE 114,9 SE 114m SEC.25., T.27N. R.M.. W.M.
WESTERN SURVEYORS INC.. 13000 HWY 99 SOUTH. EVERE77. WA.. 98204 * PH: (425) 356-2700 * FAX. (425)356-2708
EXPIRES:
P-96-140 96-058—C , -2 OF 6
ED
C-21
U61 124
,
LLJ
ELI Fj-
ACIWOWLEDGMENTS
STATE OF WASHINGTON ) ) Ss.
COUNTY OF SNOHOMISH)
P"LoAmov OF B LA PLACE NO. P=96=140
NR-114,RR - 1 /Id n25 T.27N,-R.Ms W*Mt-----
CITY OF EDMONDS, SNOHOMISH COUNTY9 WASHLNGTON
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.
DA TED: 9-5-45/!7 ':
TERI L QUALLY
OFFICIAL SEAL
TERI L QUALLY
Nola ubtle
SUdo 01%P
ashington
My co�� E*k" '"I'm
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 SATISFACTORY EVIDENCE THAT CLARANCE
DEARL ROYCE, AKA C. DEARL ROYCE AND CYNTHIA M. ROYCE, HUSBAND
AND WIFE, ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS
ACKNOWLEDGED 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 I
State of Washington
* Comb" BON 12-29-M
L- �--A - & a. � ((,
TERi L -QUALLY
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES:. 12-29-2000
STATE OF WASHINGTON ) ) Ss.
COUNTY OF SNOHOMISH)
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT 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 MENTIONED IN THIS
INSTRUMENT.
DA TED: cl,:3 - cl -7
OFFICIAL SEAL
TERI L OUALLY
Notary Public
State of Washington
MY CommimW Boku 12-*-2M
WESTERN SURVEYORS INC., 13000 HWY 99 SO
J&- (--h -
TERI L QUALLY
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES: 12-29-2000
EVERE7T. WA.. 98204 * PH. (425) 356-2700 * FAX. (425)356-2708
fiV i"t 0 1 � L Oj,,4
SrATE 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 INIS INSTRUMENT
ON OA7H STATED THAT HE WAS AUTHORIZED TO EXECUTE THE
INSTRUMENT AND ACKNOWLEDGED IT AS THE WCE PRESIDENT OF
GREAT WESTERN BANK, A FEDERAL SAWNGS BANK, DBA SIERRA
WESTERN MORTGAGE COMPANY, TO BE THE FREE AND VOLUNTARY
ACT OF SUCH PARTY FOR THE USES AND PURPOSES MEN71ONED IN
THIS INSTRUMENT
DA TED:
TERI L QUAUY
—7 1 1 NOTARY PUBLIC IN AND FOR THE STATE OF
OFFICIAL SEAL WASHINGTON RESIDING AT MUKILTE0
TERI L. QUALLY
Notary Public 12-29-2000
State of washIngton MY APPOINTMENT EXPIRES.
my CommW= E*fes 12-H-UNII
STATE OF WASHINGTON ) ) Ss.
COUNTY OF SNOHOMISH)
I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT
GEOffREY M. NESTER IS THE PERSON WHO APPEARED BEFORE ME, AND
SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH
STATED THAT HE WAS AUTHORIZED TO EXECUTE THE 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 MEN77ONED IN THIS
INSTRUMENT.
DA TED:9--3 -el- 7 1��:l
TERI L QUALLY
OFFICIAL SWA—L
TERI L QUALLY
Notary Public
State of Washington
my c4z E*rss i
NOTARY PUBLIC IN AND FOR THE STATE OF
WASHINGTON RESIDING AT MUKILTEO
MY APPOINTMENT EXPIRES. 12-29-2000
D
Ko �O
"" r-qfm
PLAT OF BELLA PLACE
NE 1141 SE 1149 SEC.25., T.27N, R.3E. W.M.
P-96-140 96-058-C 3 OF 6
khA
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C�g
2g lot
ca
c:3
uj C07
114 114.9 _ SEC. 25, T. 2 7N., R. 3E. v W. M.
CITY OP EDMONDS, SNOHOAHSH COUNTY.-WASHJ2VGT0.Y--------
LEGAL DESCRIPTION -
PARCEL 1:
PARCEL A, -
THE SOUTH 85.5 FEET OF THE NORTH 235.5. FEET OF THE WEST 7HREE TENTHS OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SECTIClN 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, WM., IN SNOHOMISH COUNTY, WASHINGTON.
STUAIE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL
AN EASEMENT ACROSS THE WESTERLY 15 FEET OF THE SOUTH 120 FEET OF 7HE NORTH 150 FEET
OF THE WEST J/10714S OF SAID NORTHEAST QUARTER OF THE NORIHEAST QUARTER OF 7HE
SOUD64ST QUARTER FOR PURPOSES OF INGRESS AND EGRESS.
977JATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL 2:
PARCEL A:
THE SOUTH 9Z50 FEET OF THE NORTH 445 FEET OF 7HE ACEST THREE "THS OF THE
NORTHEAST QUARTER OF 774E NORTHEAST QUARTER OF 7HE SOUTHEAST QUARIER OF *
SECITON 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, WM., IN &VOHOM/SH COUNTY, WAWWNGTON;
EXCEPT ANY PORNON THEREOF LYING W17HIN THE PLAT OF BEIHORIA TERRACE NO. Z
ACCORDING TO 7HE PLAT 7HEREOF RECORDED IN VOLUME 20 OF PLAIS� PAGE 95, RECORDS
OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOM/W STATE OF WASHINGTON.
W. li-t�lw-lj;
AN EASEMENT FOR INGRESS AND EGRESS OVER THE WESTERLY 15 FEET OF THE NORTH 245 FEET
OF THE NORINEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOU7HEAST QUARTER OF
SAID SECTION 25,
EXCEPT THE NORTH 30 FEET THEREOF FOR 2207H STREET SOUTHWEST; AND
TOGETPO? W17H AN EASSWENT FOR INGRESS� EGRESS AND THE INSTALLA170N, OPERA77ON AND
MAINTENANCE OF U77LJ77ES OVER, UNDER, ACROSS, 7HROUGH AND UPON 7HE VEST 20 FEET OF
7HE HEREINABOVE DESCRIBED PARCEL J.
PABCEL 4:
LOT Z BLOCK Z PINE ACRES� ACCORDING TO THE PLAT THEREOF RECORDED IN
VOLUME 13 OF PLATS. PAGE 64 RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
PARCEL 5:
THAT POR710M OF THE NOR714EAST QUARTER OF THE NOR774EAST QUARTER OF
THE SOUTHEAST QUAR70? OF SEC77ON 25, TORNSHIP 27 NORTH, RANGE 3
EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS'
COMMENCING AT THE SOUTHWEST CORNER OF SAID SUBDIVISION.'
THENCE SOUTH 8818'59* EAST ALONG THE SOUTH LINE OF SAID
SUBN VISIaJ, A DISrANCE OF 196-25 FEE T TO mE w.sr uNE oF amow
TERRACE NO. Z ACCORDING TO 174E PLAT THEREOF RECORDED IN VOLUME 20
OF PLAM PAGE 95, RECORDS OF SNOHOIWISH COUNTY;
THENCE NORTH 0*52'310 EAST ALONG 7HE WEST LINE OF SAID PLAT A
DISTANCE OF 141.50 FEET TO IHE TRUE POINT OF BEGINNING;
THENCE CONTINUING NOR774 01521310 EAST. 77.00 FEET TO A POINT ON
THE SOIJI74 LINE OF THE NOR774 445 FEET OF SAID SUBMSION.,
THENCE NORTH 8817'45* WEST PARALLEL WITH 714E NORTH LINE OF SAID
SUBDIV190N A DISTANCE OF 110.01 FEET;
THENCE SOUTH 0*52"310 WEST, 7ZOO FEET -
THENCE SOUTH 8817,45,1 EAST, iiaot FEET To THE TRUE POINT OF
BEGINNINGL
(ALSO KNOM AS LOT 9 AS DEUNEATED ON SHORT PLAT NO. 177(8-82)
RECORDED UNDER RECORDING Na82121JO181, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.) .
TOGETHER W7H A QUARTER INTEREST IN THE FOLLOWING DESCRIBED PRIVATE
ROAD;
V
PARCEL 1
PARCEL 3 - -
PARCEL 2
ARCEL
5
DETAIL OF PARCEL LOCATION
NOT TO SCALE
THAT POR71ON OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF
PARCEL 3:
THE SOUTHEAST QUARTER OF SEC71ON 25, TOWNSHIP 27 NORTH, RANGE 3
EAST, WAL, IN SNoHOMlqj COUNTY, WASHINGTOK DESCRIBED AS FOLLOWS'
PARML A:
COMMENCING A 7HE SOUTHWEST CORNER OF SAID SUBDIVISION,
THE SOUTH 102.50 FEET OF THE NORTH 34Z50 FEET OF THE WEST THREE TENTHS OF THE
THENCE SOUTH 8818590 EAST ALONG THE SOUTH LINE OF SAID
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF
SUBDIV19ON A DISTANCE OF 140.47 FEET TO THE TRUE POINT OF
SEC71ON 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON.
BEGINNING;
EXCEPT ANY POR77ON THEREOF L I WNG M THIN . THE PLAT OF . BETHORIA TERRACE'Na Z
CON17NUING- SOUTH 8878'59* EAST, 4a53 FEET TO THE WEST
MARGIN OF 93RD PtACE WEST AND A POINT ON A CURVE AT WHICH POINT
ACCORDING TO THE PLAT THEREOF RECORDED IN IAXUAIE 20 OF PLATS, PAGE 95,RECORDS
THE RADIAL CENTER BEARS SOUTH 897101.300 EAST, 131.60 FEET DISTANT;
OF SNOHOM194 COUNTY, WASHINGTON,
JHENCE NORTHEASTERLY ALONG SAID WEST MARGIN OF 93W PLACE WEST
ALSO. THAT POR71ON OF THE WEST THREE TENTHS OF THE NORTHEAST QUARTER OF THE NORTHEAST
ON A CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 1310910ir,
QUARTER OF THE SOUTHEAST QUARTER OF SEC71ON 25, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.,
AN ARC DISTANCE OF 3a2l FEET,
IN SNOHOMISH COUNTY, W4.5HINGTON, DESCRIBED AS FOLLOWS-
THENCE NORTH 8878590 WEST, 51.54 FEET TO A POINT OF CURV47URE.*
THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF
BEGMING AT A POINT 2315 FEET SOUTH OF THE NOR7HWEST CORNER OF THE WEST THREE
25.00 FEET, THROUGH A CENTRAL ANGLE OF 8911'30", AN ARC DISTANCE
TEIMS MEASURED ALONG 7HE WESTERLY BOUNDARY THEREOF;
OF 38.92 FEET TO A POINT OF TANGENCY;
THENCE SOUTH ALONG THE WESTERLY BOUNDARY. A DISTANCE OF 9.5 FEET'
THENCE NORTH 0152TO EAST, 86-88 FEET,'
WiCE DUE EAST TO THE EAST BOUNDARY OF SAID WEST THREE TEN7HS AT A POINT 245 FEET
THENCE NORTH 88V450 WEST .30.00 FEET'
SOUTH OF ME NORTHEAST CORNER OF SAID WEST THREE TEN7HS ON THE EAST BOUNDARY OF
THENCE SOUTH 0"32'31'* REST, 30.00 FEET;
SAID KEST THREE TEIM�;
THENCE NORTH 8817#450 WEST, .30-00 FEE7;'
7HOXE NORTH, ALONG SAID EAST BOUNDARY Z85 FEET TO A POINT 235.5 FEET SOUTH OF THE
7HENCE SOUTH 0'52'31* KSTs 20.00 FEET;
THENCE SOU774 8817450 EAST, 30.00 FEET;
NORTHEAST CORNER OF THE KEST THREE TENIK
THENCE SOUTH 0*52*31* KST, JZJI FEET TO A POINT OF CURVATUR&-
THENCE WESTERLY TO 774E POiNT OF BEGINNING PER CITY OF EDMONDS BOUNDARY LINE
ADJUSTWENT RECORDED UNDER RECORDING NO. 9607180381;
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
SITUATE IN THE COUNTY OF SNOHOMISIt STATE OF WASHINGTON.
OF 85.62 FEET TO A POINT OF TANGENCY AND THE TRUE POINT OF
BEGINNING6
PARCEL 13:
TOGE 7HER M7H AN EASEIWEN T FOR INGRESS AND EGRESS AND FOR
INSTALLANON, OPERA77ON AND MAINTENANCE OF UTILIVES OVER, UNDER,
AN EASOWENT FOR INGRESS AND EGRESS OVER THE WESTERLY 15 FEET OF THE NORTH 245 FEET
ACROSS. 7HROUGH AND UPON 7HE RiDWAINING J/4 INTEREST IN THE ABOVE
OF THE NORTHEAST QUARTER OF 7HE NORTHEAST QUARTO? OF IHE SOUTHEAST QUARTER OF
DESCRIBED PRIVATE ROAD.
SAAD SECTION 25, TOWNSHIP 27 NORM, RANGE J EAST, WM.;
EXCEPT THE NOR7H JO FEET THEREOF FOR 220TH STREET'SOUTH KEST;
STUATE IN IHE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
AND EXCEPT THAT POR77ON LYING MTHIN THE MAIN TRACT
WA
A
SITUATE IN 7HE COUNTY OF SNOHOA41SK STATE OF WASHINGTON.
-No
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A.F. NO w -1
0 ql,& q I !a
wqhLA now 'omtF BELLA PLACE
v I v
NE 1149 SE 1A SEC-25s T.27N. R.U. W.M.
P-96-140 96-058-C 4 OF 6
WESTERN SURVEYORS INC., 13000 HWY 99 SOUTH, EVERETT, WA., 98204 PH: (425) 356-2700
FAX: (425)356-2708
M AN AM
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PLAT OF.BELLA PLACE NO. Pm9b=74u LEGEND
NE 114so S.E 114p SEC.25v T.27N., R-Mt W.M. 0 SET 518-x 24- REBARICAP 09 16916
Nw M., NE A SE 114 CITY OF EDMONDSt SNOHOAUSH COUNTyt WASH'NGTON SET CONCRETE NAIL MTH
220TH ST. SW- WST JAOTHS PLAT MON. x FLASHER W9 16916
N 8853'230 W N T FND. N 885248* W 30 SET MONUMENTICASE WSI 16916
440.00(CXPA) I 21J�69(C)(P`A) 7-195.86(c) ....... . In @
146.89(872) 310.89(Al)
-P-)
r --- OP FND. 30 BRASS DISK 0 FOUND REBAR11RON PIPE (I
. 1, 111. EAST 114 CORNER
91.86(M)(�,-A) 95.34 DIA. CONC.
-7 w -T, FND. 47W CONC. MONICASE FOUNDMONUMENTICASE
b ON/CASE W1 'X W1 INVERTED NA4, 1.4- DOW (40
FND 4ox 40 CONC. MON/ I I I nO, v :
1 1 !6 6 DOW 0.2' 1 (SEPTEMBER 1996) 041-0 FOUND SECTION 114 CORNER
CASE W1 BRASS BUTWN 1.
CL NJ dle (SEPTEMKR 1996)
J)OWN 1.3' (SEPTUBER 1996)
FOUND SEC17ON CORNER
20' CL
0
A 2i5�11-\ I, \t".-
I u
U +
ka 11
0� z W LINE PLAT OF
C jjONUAIENT NOT FOUND
N 88SY2r W BETHORIA TERRACE NO. 2
195.15
t (C) CALCULATED
Z KST 15 (M) MEASURED
92.00(FA) N 8824'160 w (PC) PINECREST, VOL 13� PG. 55
194.88 cit
92.01(C) (EIT2) BMORIA TERRACE NO. Z VOL 20, PG. 95
��tll I x
V -88-15-8 -2 7- W(C)(PA) --------- : z
(SP) SHORT PLAT NO. 177(8-82)
N 88*53'230 W
(PA) PINE ACRES; VOL 13, Pa 63
it -In Z
Lor IV> cv PROPERTY LINE
a------------------
C4
wl ao
to ID
vk
z BRASS DISK 221ST ST. SW.-
fWD .3
84.1.3 ---------- N 89037'320 E IN 5* DIA. CONC
:xi N 88W2.3a W 101416 MONICASE W1 PUNCH
z DOWN 0.4'
im w-j L8 I \�- IND. 5' DIA. CONC MONICASE
h/ tSFPTEMBER 1996)
0 CL
!!v
N N
T-m
r-
JLII
I I % 0 1 p V. N
NO DISK, USED j OF 7-112'
110.01 HOLE IN CENTER.
r - 0 4$-
BB*5325" W '44 (SEPTEMBER 1996)
4
V07y fee - SCALE. 1 100'
X.Q. �6 �6 1 1 1 1 jj;jjjjjjjj
V�5 : N N '1 0 A I
E. LINE PLA T , '12' V) Em 0
OF PINE ACRES 0 50 100 200
FND 3' BRASS DISK
MERIDIAN: PLAT OF PINE ACRES
IN 5' 01A. CONC
MONICASE MTN SE COR NE 1 4. VOL 13 OF PLATS, PC. 63, SNOHOMISH COUNTY, WA.
%J NE 114, SE
NO MARK. USED HOLE .11
I WIS OF BEARINGS. EAST LINE OF PLAT OF PINE ACRES
V UtAWftr.0 It 11 11
(SEPTEMBER 1996)
FWD r BRASS DISK
83-
v
IN 5* DIA. CONC
MONICASE
(SEPTEMBER 1996) all Co
gig r
0)
> ff c-
Apr, 4 I'd cc I Ad
SW COR. ME 114. SE 114 SE COR. PLAT OF PINE
VISION LINE
ACRES ON SUM
s W*5627* E HELD (PA)\'�N
440.00('C) 21&62(P)
If JA
.......... 65&62(CXPA) 655.17(PC) ...... ................ 654.72(C)
T-
ril
FND. 1-112' 1. P. W1
LEAD & TACK IN CASE,
1.2'DO*4 (SEPTEMBER 1996)
a
WIMCIMEMAT 0rrDlMVAVC ]rATr
224TH ST. SW-
i.qnnn im 99 SOUTH. EVERM, WA., 98204 * PH.- (425
356-2700 0 PAX.-
FND. 47W CONC, MONICASE
W1 2' BRASS DISK W1 PUNCt
1.0- DOW (SEPTEMBER 1996)
228TH ST. SW
20.WM
-2708 20.0(PC,'
LWE TABLE
NO. BEAR I NG
Ll
S
88056 '27'
E
L2
N
OOo26'27*
E
L3
N
OOol4'420
E
L4
N
00*14'42"
E
L5
N
00*50'49"
E
L6
N
88*53'230
W
L7
S
00027'02"
W
L8
S
89*.32'58*
E
L9
N
00*26'27"
E
fONICASE
W/ -X-
DISTANCE
20-00
7.85
9.50
30.00
28.48
20-00
35.00
30.00
76.81
;k-xm
5ER 19W) lign, -0 adwL 1500
A.F. NO. M 0 LL="
vi v
LIAT OF BELLA PLACE
1140 SE 114r SEC.25., T.27Nr R.Up F.M.:
D-96-140 96-058-C 5 OF 6
T 17GEND
"D
0 SET 518'x 24' REBARICAP WSI 16916
a
UJI. 0
z 0
0
Z
0 m
8
4w) cfi cD
J= ct:
C3..
-C=-
ED
CD
= uj
Lu C-2
cf)
LAJ
FND 4x 4 m CONC MONI
CASE W1 BRASS BUTTON
DOW 11 (SEPTUBER 1996)
21169(C)
10" UTILITY EASEllffiVT
91.86
76A6
By
RIW
1 9406
SFR 1.2-m
C UR VE DA TA:
W.
DEL TA
RAI) I US
LENGTH
F17--
1 C972-8 # 16 a
35.00
66.87
"AG2
41 *50 '590
35.00
25.56
C3
25 003 '21
35.00
15-31
C4
24 '32 `4-6
35-00
14-99
C5
24"46*04'
35.00
15-13
C6
-25 * rg 1490
35.00
15.47
C7
.-60"52"38"
25.00
26.56
Ca
89*11 '300
25.00
J8.92(SP)
C9
ag* 11 '300
40.00
62.27(SP)
Clo
agooll '30"
55.00
85.62(SP)
MM DA TA:
W. SEARIM DISTAha
Ll
N 88*53'23'
W
15.00
L2
N 8805J23'
W
15.00
Ll.
N 88#53'23"
W
45.52
L4
N 00 * 14 *42m
E
43-00
L5
N 88*53'23'
W
46-43
L6
S 88*53'23"
E
30.52
L7
S 88*53'2.3"
E
15-00
L8
N,39#36'13'
W
28.62
L9
N 80*07'22*
E
10-82
LIO
S 88*53'2.3*
E
19.12
Lll
N 88@5,3'230
W
40-00
L12'
N 00*26'27"
E
10-00
L14
N 00*26'27w
E
15.50
L15
N 69019'20"
E
35.00
L16
N 49*50'56'
E
25-00
r*
8R
GAR�03E
220TH ST. S.W. PLAT AIONUAIENT
N 885323* W 556.24 NOT FOUND
19 6 6,,LlCg vr%/ 146.89(CXB 72)
i�e-@ - � - - - - - - - - - - - - - -
-------------
Ll jL2 I
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fWD. Y EIRASS &Sl<
30' -30 IN 5' DIA. CONC.
140NICASE W1 'X'
CITY OF EDMONDS ev �
9J20
N 9
7
goo DOVW 0.2'
J? (SEPTEMBER 1996)
-v
ESM7 FOR INGRESS & EGRESS
IOL- � I
WESTRLY 15' OF THE SOUTH
120' OF THE NORTH 150'
----- --------- --
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-------- -- --
10' SEMW ESIW r 1110,01
E. LINE PLA T t- N 88W25' Iff
*98 - -L ----------
OF PINE ACRES fir DRAINAGE EgrT
A
WOOD, Ric.
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ACCIESS TO 93W PL W FND 3* BRASS DISK
- - - I - - - - --- DIA. CONC.
MONICASE
(SEPTEMBER 1996)
WA., 98204 * PH.- (425) 356-2700 * FAX.- _L425
ly SURVEYORS INC., 13000 HWY 99 SOUTH, EVEREIT,
-2708
\0/
SET CONCRETE NAIL MTH
FLASHER WSI 16916
SET STANDARD AlONUMENTICASE
WSI 16916
MONLUENT NOT FOUND
0
FOUND REBAR,4RON PIPE (LP-)
FOUND LIONUAIENTICASE
04�40
FOUND SEC17ON 114 CORNER
+
FOUND SEC17ON CORNER
(C)
CALCULA TED
(P)
PLA T
(M)
MEASURED
(BT2)
BETHORIA TERRACE NO. 2
(SP)
SHORT PLAT NO. 177(8-82)
G
GROSS AREA
N
NET AREA
sr
SQUARE FEET
PROPERTY LINE
FENCE LINE
SCALE: 1 50'
OEM
0 25 50 100
BASIS OF BEARING: EAST LINE PLAT OF PINE ACRES
VOL 13 OF PLATS, PC. 63, SNOHOAIISH COUNTY, WA-
N07TS:
1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTlES
W40SE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY
UNNAMED T141RD PARTIES WTHOUT EXPRESS RECERIIFICA77ON BY THE LAND
SURVEYOR.
2) BOUNDARY LINES SHOW AND CORNERS SET REPRESENT DEED LOCATIONS�
OMqERSH/P LINES MAY VARY. NO GUARANTEE OF OWNERSHIP IS
EXPRESSED OR IMPLIED.
3.) LOT 9 is INCLUDED FOR PURPOSES OF CONVEY7NG LAND. LOT 9
IS FUUY DEVELOPED WITH IT'S OW ACCESS AND DRAINAGE
CONVEYANCE OF THE LAND MLL NOT IMPACT ANY BUILDING SET
BACK REOUIREMENTS NOR WILL IT INCREASE THE PERCENTAGE
OFDEVELOPED AREA.
4.) BUILDING SETBACKS LINES ARE TYPICAL (TYP.)
FRONT YARD 25-(TYP-)
SIDE YARD 7.5 (TYP-)
BACK YARD 15'(TYP.)
FND .3' BRASS DISK
IN 5" DIA. CONC.
MONICASE W1 PUNCH
DOW 0.4'
(SEPTJJBR 1996)
FNO .3* BRASS DISK
IN 5' DIA. CONC,
AlON/CASE WTH
NO AIARK. USED HOLE
0 UEASURED C
(SEPTEMBER 1996)
7V
ss I--
ql -,33- -
S E T
,671 RIE FILE
all
1, 1 1 o