18007 ANDOVER ST (2).pdfIVI
sqw
/D
CITY 7`rLERK
CITY OF EDMONDS "7ER
RECORD OF SHORT SUBDIVISION
This is to certify that the properties as shown on the attached map (Exhibit "A") and
described as follows: See Exhibit "B"
CM
have been divided under the provisions of the Edmonds Subdivision Ordinance (Sec.12.10)
S-41-85 sub . ect to the following conditions and requirements:
00 Fil e No. 3
C--*) 1. Exhibit "C" Hold Harmless Agreement
(=1 2. Turnaround required on all lots.
10 3. Connection to City water system required with bui'lding.perinit. JUL 81986
4. Gubmit and obtain approval of site drainage plan with building permit -KIMRXE
00 g'r omish COLM� Train
5. Under ound wiring required per Ordinance #1387, with building permity
6. Excavation and grading per Chapter 70 of Uniform Building Code. .. = �= =
7. Provide address signs and prfvate drive sign at Andover Street with building permit. DeDUtv
ALL REQUIREMENTS AND CONDITIONS OF THIS SUBDIVISION �UST BE COMPLETED PRIOR TO
ISSUANCE OF BUILDING PERMITS.
I/we certify that I/we are the legal owner(s5 of the property described above. I/we
warrant that all representations are true and correct and understand that in the event
of any misrepresentation or failure to comply with the conditions and regulations set
forth herein, the City of Edmonds shall have the right to declare the subdivision void
-Grantee's Index in the office of
and record a statement to that effect in the Grantor
the Snohomish County Auditor.
AUTHORIZED SIGNED
FOR
RECORDING
DMONDS
CITY OF E
By ;X__
Page Of
DATED this - day of J-,j I t 9
STATE OF WASHINGTONJ ss:
COUNTY OF
On this day personally appeared before me--�1drMAS. -T,-, j rA L A n1RY*R6-C 04
and , to me known to be the individuals described
in and who executed the within and foregoing instrument, and acknp4edged that__4_L___
signed the same as free and voluntary act and deed, f<r�, -
es and purposes
therein mentioned.
Given under my hand and official seal this day of
"!r7
o -ta r y P blic in and'Eo e6e' State OE Washington
8 607080 22.3 residi g at VOL i97RPAGE 1 199.
LLJ
L.Li
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a _
Ron
ILI
CITY OF EDmONDS
DIV'
NOTE: Anoroval of.this
sFort subdivision is
Cm
D*pT. ENGINEERING
E
EXAN11'4f D DATE
13Y 4w�—
PLAT
subject to the conditions
found in City of Edmonds
File #S-41-85.
qv
SHORT
COUNTY OF SNOHOMI SH - PARK LAND NE-CORMLW
Y4 W_V4 ein T07M R4E
180TH STREET SW PRIVATE ROAD
N 88 53' 161 W 423.04'
AUTHORIZED
FJ ACCESS AND FU
145.00'
911)
(w NO, 22W97)
w
CU
60'
J13HN E. BODEN
Li
CU
EmTm lot um-tr
EASEVENT
(AF NM 2M899)
R13BIN M. BROWN
GEORGE W.
F
2S W" SF
FOR
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2S#
% CITY oP ��DNIO-7-413S
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44
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W LOT
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5-117.35'--o
N
88 55' 22" W
0
0
22' W I
,O-ERT M, cDOMER
11 4
o/
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pORTTON OF NW 1/4 NE 1/4 Sla, y27K RQ� WX
CITY 13F EDMONDS
COMY OF SNOMMISH
WASHINGTON
*A �)l
SHORT PLAT FILE
DATE- C10
%0
DESCRIPTION OF TOTAL PARCEL:
That portion of vacated Blocks 2 and 3 and of vacated streets
and alleys, FIRST ADDITION TO THE CITY OF EDMONDS, According
to the plat thereof recorded in Volume 2 of Plats, Page 31,
Records of Snohomish County, Washington, described as* follows:
Beginning at the Northeast Corner of the Northwest Quarter of
the Northeast Quarter of Section 18, Township 27 North, Range
4 East, w.m.;
THENCE North 88 53'16" West along the North line of said
subdivision 281.95 feet to the intersection with the
East line of -Lot 22, in said Block 2, produced North
and the True Point of Beginning;
THENCE continuing North 88 53116" West along said North
line 423.04 feet to the East margin of 82nd Avenue
West as established 60.00 feet in width by ordinance
No. 1578 of the City of Edmonds;
THENCE South 0 41'02" West. along said margin 20.00 feet;
THENCE South 88 53'16" East, 145.00 feet;
THENCE South 0 41'02" West, 165.07 feet to the North line
of Lot 7 in said Block 3;
THENCE South 88 55' 22" East along said North line 117.35
feet to the Northeast Corner of -said Lot;
THENCE North 0 38'3811 East along the East line of Lot 6
in said Block 14.90 feet;
THENCE South 88 55' 22" East 160.82 feet to the East line
of Lot 17 in said Block 2;
THENCE North 0 38' 38" East along the East line of said
Block 170.00 feet to the True Point of Beginning.
Situated in in the County of Snohomish, State of Washington.
CHAMTOT.leg/1110
CITY OF EDMONDS
P.W. DEPT. ENGINEERING DIV.
EXAMINED
BY ATE
,� �-,D
REMARKS
AUTHORIZED
FOR
RECORDING
CITY, OF EDMONDS
13Y
P3ge J-1 Of
VOL i978PAGE1403
EXHIBIT B Lqjo n �tj n u e�d
CITY CLERK
civic CENUR
ROMON0111, WA 9402d
DESCRIPTION OF LOT 1:
That portion of vacated Ulucks 2 and 3 and of vacated streets
anu alleys, FIRST ADDITION TO THE CITY OF EDMONDS, According
to the plat thereof recorded in Volume 2 of Plats, Page 31,
Records of Snohomish County, Washington, described as follows:
Beginning at the Northeast Corner of the Northwest Quarter of
the Northeast Quarter of Section- 18, Township 27 North, Range
4 East, W.W.;
THENCL North- 88 53'16" West along the North line of said
subdivision 281.95 feet to the intersection with the
East line of Lot 22, in said Block 2, produced North
THENCE continuing North 88 53'16" West, 96.50 feet to
Northeast Corner of Lot 1 of Snort.Plat and the
True Point of Beginning;
THENCE continuing North 88 5311611 West along. said North
line 161.54 feet to the Northwest corner of Lot 1 of
Short Plat;
THENCZ South 5 49' 2711 East, 50.53 feet;
THENCE South 68 07' 10" East, 4.00 feet:
THENCE' along a 48.33 feet long curve to the left with a
central angle of 110 45' 49" and a RacLius of 25 feet;
THENCE South 88 55' 22" East, 13d.00 feet;
THENCE North 0 25' 33" West 82.53 feet to the
True Point of Beginning.
Situated in in the County of Snohomish, State of Washington.
CHA,41. 1 eg / 1110
607080 2,23
CITY OF EDMONDS
P. W. DEPT. ENGINEERING DIV-
EXAMINED
EIy
IlEjv,IARKS:;����
EXHIIILI__(���
DESCRIPTION OF LOT 2:
CITY CLERK
CIVIC CKNTXR
RDMON0111, WA qgoaa
AUTHORIZED
FOR
RECORDING
CITY OF EDMONDS
BY-.7- -
Page "':" Of Jr
That portion of vacated Blocks 2 and 3 and of vacated streets
and alleys, FIRST ADDITION TO THE CITY OF EDMONDS, According
to the plat thereof recorded in Volume 2 of Plats, Page 31,
Records of Snohomish %County, Washington, described as follows:
Beginning at the Northeast Corner of the Northwest Quarter of
the Northeast Quarter of Section 18, Township 27 North, Range
4 East, W.M.;
THENCE North 88 53116" West.along the North line of said
subdivision 281.95 feet to the intersection with the
East line of Lot 22, in said Block 2, produced North
THENCE continuing North 88 53'16" West along said North
line 423.04 feet to the East margin of 22nd Avenue
West as established 60.00 feet in width by ordinance
No. 1578 of the City of Edmonds;
THENCE South 0 41'02" West. along saia marcjin 20.00 feet;
THE'NCE South 88 53116" East, 145.00 feet;
THEINCE. South 0 41102" West, 82.62 feet to the Northwest
Corner of Lot 2 of Short Plat and the True Point of
Beginning
THENCE South 0 41' 02" West, 82.45 feet to the Dijorth line
of Lot 7 in said Block 3;
THENCE South 38 551 22" East along said Nort), line 117.35
feet to thp Northeast Corner of said Lot;
THENCE North 0 3838" East along the East lino of Lot 6
in said BlocX 14.90 feet;
THENCE South 88 551 22" East, 45.20 feet tc the East line
of Lot 3 of Short Plat;
THENCE North 0 411 02" East, 47.55 fcet;
THENCE Nortn 88 551 22" west, 20.00 fei�ft;
THE,4CE alonj a 31.42 foot long curve to the left with a
with a r�Adius bearing of N Rb 55' 22" '.-1 arid a
central angle of 90 degrees and a Radius of 20 feet;
THENCE Nortt� 88 55' 22" Wo-st, 123.0G feet to the
True Point of Beginning.
Situated in in the County of Snohomish, State of Washington.
CITY OF EDMONDS
P. W. DEPT. ENGINEERING DIV.
EXAMINED
CHAM2.leg/1110 BY &"" �-AT E VOL 1978 PAGE 1405
8607080223 R E N1 A R K S e17-r-
7T
EXHIBIT B (Continued)
CITY CLERK
CIVIC CENTER
NOMON08, WA 9802d
DESCRIPTION OF LOT 3:
That portion of vacated Blocks 2 and 3 and of vacated streets
and alleys, FIRST ADDITION TO THE CITY OF EDMONDS, According
to the plat thereof recorded in Volume 2 of Plats, Page 31,
Records of Snohomish County, Washington, described as follows:
Beginning at the Northeast Corner of the Northwest Quarter of
the Northeast Quarter of Section 13, Township 27 North, Range
4 East, W.M.;
THENCE North 88 53'10"' West along the North line of said
subdivision 281.95 feet to the intersection with the
East line of Lot 22, in said Block 2, produced North
and tne True Point of Beginning;
TdENCE continuing North 88 53116" West along said North
line 96.50 feet to the Northeast corner of Lot 1 of
Short Plat; 7)
THENCZ South 0 25' 33" East, 82.53 feet -
THENCE South 1 04' 38" West, 20.00 fee�;
THE14CE along a 31.42 foot curve to the left with a central
angle of 90 degrees and radius of 20 feet;
THENCE Soutn 0 41' 02" West, 47.55 feet to the Southeast
Corner of Lot 2 of Short Plat;
THENCE South 88 55' 22" East, 115.62 feet to the East line
of Lot 17 in said Block 2;
THE14CE North 0 38'38" East along the East line of said
Block 170.00 feet to the True Point of Beginning.
Situated in in the County of Snohomish, State of Washington.
CHAM3.leg/1110
AUTHORIZED
FOR
'RECORDING
CITY OF EDMONDS
CITY OF EDMONDS
P.W. DEPT. ENGINEERING DIV. By 11-4
EXAMINED,4, Page 7 of X
BY We -*%ATE 7-1 -X- i
8 607080 22-3 V 1978PAGE1406
REMARKS
EXHIBIT B (Continued
CITY CLERK
CIVIC CItNTER
ROMON011, WA 980aO
DESCRIPTION OF ACCESS AND UTILITY EASEMENT:
PARCEL A
That portion of vacated Blocks 2 and 3 and of vacated streets
and alleys, FIRST ADDITION TO THE CITY OF EDMONDS, According
to the plat thereof recorded in Voluwte 2 of Plats, Page 31,
Recor"'s of Snoftomish County, 'Washington, described as follows:
Beginning at tne Northeast Corner of the Northwest Quarter of
the Northeast Quarter of Section 18, Township 27 North, Range
4 East, W.M.;
THE,4--O North 88 53'16" West along the North line of said
subdivision 281.95 feet to the intersection with the
East line of Lot 22, in said Block 2, ?roduced North
THENCE cont-inuing North 88 53'16" West along said North
line 258.04 feet to the True Point of Beginning;
THENCE continuing North 88 53'16" West along sa'id North
line 165.00 feet to the East margin of 82nd Avenue
Aest as'established 60.00 feet in widtn by ordinance
No.
1578 of the City of Edmonds;
THENCE South 0 41102" West, along said margin 20.00 feet;
THENCE South 88 53'16" East, 145.00 feet:
THENCE South 0 41'02" West, 82.E2 feet to Northwest Corner
of Lot 2 of Short Plat;
THE:ICE South 88 5522" East, 123.00 feet;
TH&iCE along a 31.42 foot long curve to the rigiit with a
central angle of 90 degrees and a Radius of 20 feet;
THEZICE South 88 55'22" East. 20.00 feet;
THENCE along a 31.42 foot long curve to tlhe right with a
radius bearing of S 88 55' 22" E and a
central angle oi 90 degrees and a radius of 20 feet;
THENCE North 1 04'3811 East, 20.00 feet;
THENCE North 88 55'22" West, 138.00 feet;
THENCE alonG a 48.33 foot long curve to the right with a
ccntral angle of 110 45' 49" and a Radius of 25 feet;
THEUCL North 68 07' 1011 West, 4.00 feet;
TfieNCE North 5 49' 2711 west, 50.53' to the True Point
of Beginning
Situated in in the County of Snohomish, State of Washington.
�-OTS 1, 2 and 3 to have undivided interest in PARCEL A.
LOTS 1, 2, and 3 to share equally in repairs and maintenance
of road and utilities located in and on PARCEL A.
CITY OF EDMONDS
P.W. DEPT. ENGINEERING DIV.
EXAMINED
BY DATE 7Y-
REMARKS
8607080 223-
y ot i q"2R PA GE i 4 m
AUTHORIZED
FOR
RECORDING
CITY OF EDMONDS
"CJTY CLE
'dIVIC CItNTXR
KOW1408, WA 94026
FILE NO. S 41 - 5'.
EXHIBIT "C"
owners, and all persons having arly present or subsequent
ownership interest in these lands, and the successors and
assigns of owners or other parties having any said interest,
hereby agree that the City of EdmQhds shall be held harmless
kf
in all respects from any and all claims for damages for in -
junctive relief which may be occasioned now or in the future
to adjacent land or improvements by reason of the construction,
operati6n' and maintenance of the drainage system and hereby
waive and release the City of Edmonds from any and all claims
for,damages, excluding damage caused solely by an act or
omission of said City and injunctive relief which the owners,
or their successors or assigns, may themselves have now or in
the future by reason of the construction, maintenance and
operation of sdid'drainage system.
LL-1
0
CC)
S7
q
AUTHORIZED
FOR
RECORDING
CITY OF EDMONDS
By.
VOL Jqljg�AU1400
Page Of
607080 223
J4
-4��4, :U.
'M . . . . . . . .
Z,
STATE OF
as.
'3 A'�J'Y/'s
Countyof 6161(
714
. d L/
On this ay o A. D. 194-4? before me, the under -
Public in and for the State of W A duly commissioned
signed, a Notar
y
and sworn personally appeared -
I t�7- L t-�- --Ve5�� el C-- and
to me known to be th Sennatazy, respectively, of
the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and volun.
tary act and deed of said corporation, for the uses and purposes therein mentioned, and o�'8'&-th. stated that---:Lhe
authorized to execute the said instrument and that the seal affixed -t§'A'd'tYoV* t te seal of said
corporation.
in this rertiftate' ten-�-
WITNESS my hand and official seal hereto affixed the day and year
ta
No��Public in and
kc of
.8 607080 22-3 residi g a
(Acknowledgment by Corporation. Pioneer National Title insurance Company. Form L 29)
VOL 1978 PAGE 14-0- -1
SHORT
PLAT
IS 2.�
r
<I
COUNTY OF SNOHOMISH PARK LAND 0 CORNER NW 1/4 NE 1/4 S18 T
180TH STREET SW PRIVATE ROAD N 88 53' 16' W 423.04' 1 1
I N,�
c:) Z2 16L54' -96,50,
ACCESS AND cu
rw
- - - - - - - - - - - - - - - - - - -
145,00' 13,116 S F 175033F
ro Lij 281,95'
EXISTING 5' UTILITY in
EASEMENT In
(AF NO. 2221897) PT c\, co OD
w - .
F—
C� F-1 A=UO 45' 49 ly)3
C> In I c I R-25' od F--1
60' JOHN E. BODEN L-48.33' ui
CD
0 co
:D EASEMENT (u C2 C3 m
Li N 89 55' Eel v 123.00, Ld
c:5 CD
cu z z >
EXISTING 10' UTILIT Lli
EASEMENT p Lo z c/)
(AF NIL 2221898) 1-
] 45 �o
BROWN CD 21, Z:� C> 115.652'
a
C) ROBIN M 122 57 SF z
117,35�
------ N 88 55' 22' W 160-821
N 88 55' 22- W ROBERT M, CODMER
GEORGE V BROWN
<�wnPT PLAT FILE Nb,
PORTI13N [IF NW 1/4 NE 1/4 SIS, T27K R4E, W.M.
CITY OF EDMONDS
COUNTY OF SNOHOMISH
WASHINGTON
ASCAtX 501
DATEt
ostolat
. . . . . . . . . .
7 1 - � '-
,
C-0 %,c% t4 rq;
SHORT
PLAT
COUNTY OF SNOHOMISH
PARK LAND
NE
CORNER NW 1/4-NE 1/4 SIB T27N R4E
80TH STREET SW PRIVATE ROAD 88 53' 16' W
423.04'
C) Ln 16L54'
cu ACCESS AND (u I, sjl)�
�C�c�
'96.5V
%
Zb
------------------- 'o
LLJ
145,00' R=201— < Cc
EXISTING 5' UTILITY (o
EASEMENT
13J 16 SF
17503 SF
SF
LLJ 281,95'
(AF NO. 2221897)
to
w
co
zo
&j c� W 451 4
C I R-25,
601
JOHN E. BODEN A L . 023' 138
co LL-
F-
:D -E-ASEMWENT
0
C2 C3 cli
Li
- - - - - - - - - - - - - - - - - Q-- N Be 55, w w 123.00'
%
C�
d I . c:>
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EXISTING 10' UTILIT' ,
Z-4 EASEMENT Ln
N
0-z
w
'I" (AF Na 2221898) 14,
to
v-
0 1
C) ROBIN M. BROWN Co
r2257 SF
4 .0
5.*20'
0 04
z
115.62'
z
117,35'
N 88 55'
22' W 160.8
N 88 55' 22' W [Us
GEORGE W. BROWN
ROBERT
M. COOMER
SHORT
PLAT FILE Nb,.
PORTION OF NW 1/4 NE 1/4 SIB, T27K R4E, W.K
DATEi
CITY OF EDMONDS
COUNTY OF SNOHOMISH
WASHINGTON
2. COORDINANT
LIST SHORT PLAT
AT ANDOVER STREET'
,,1,35
9913.7243,
5189.1'160�
2
9993 6612
51326.4783,
9936.5015
-5307.5�51
4
9932.2543
5267.3782
5
9912.2579
5267.1022
61
98,71.5129
5306.3431
7
9991.�7885
5422.9603
8
5421.0499
9
.9823 9 72,9
5305.4503
5260-2583
9 8 7 8 H 9,:
6,. 3 4 65
91892.2614
5266.7262
13
987 2'. 2649'
5 2 6 6.3 5,0 2
4,
9894.5738
5143.7-479
15:
9 8 01,91. 923 6
5260�;09091
16�
'9812.1297
17
9977.1869
5144.7340
18
9:8 8,7. 5 5 8 0
49 918- 6578,
19
9980.0014
A999�.7613
20�
100 0'0�4 0 0 0 0
5000. 0000,�
21
�9939-0241
5164.2799
22,
9996.7972
5i64.9695
23
-9938.7199
518�9.5860
24
9911.5059,
530 7. 1 0 9 52
25
9948.02016�
516 6:. 3 8 05
26
4051
5152,90751,
27%
9931.5023
5307.4711,
-28
5170.�0971
29
9911.1299
5,327.:0916.
3,0
9891.1�:1�4
5326 6
.715,
�9871.1370
5326.3396:�
mA-
2, SHORT PLAT AT ANDOVER STREET
2, LOT 1
2,
2,INVERSE,POINT 1, TO POINT
2
13,2,29
2 TO 29 DIST=
82.534
'BR=
S
0 '2 5 32.9
E
13,29,1
29 TO 1 DIST=
138.600
BR=
N,
88 55 22.0
W
13,1,25
1�TO 25 DIST=
41.148
BR=
N
33 32 27.5
W
13,25,28
25 TO 28 DIST=
4.005
BR"-
S '68
7 10. 4
E
28 TO 22 DIST=
50.530,
BR=
N
5 49 27.0
W
13122,2
22 TO 2 DIST=
161.539
BR=
S
88 53 15.5
E
2,
�2,DATA FOR CURVE Cl
43,1,25,25,
RADIUS .25.000
CHORD
41.148
TANG 36.215
ARC
48.330
DELTA 110 45 49.0
CHRD. 'BR
N
33
32 27.5, W
SEG AREA 311.918
SQ FT
.00716 ACRES
2,
2,AREA LESS SEGMENT AREA FOR LOT
1
40,2,29,1,25,28,22,2
AREA 12804.193
SQ FT
.29394 ACRES
2
2jTOTAL AREA LOT 1= 13116.1 SQ FT
44 '.4 �4z;
WjRl
�c g �gtN4,
, 6, M, A
2, SHORT
PLAT AT ANDOVER
STREET
2, LOT,2
2,
2, INVERSE,
POINT1, TO
POI NT 2
13,14,12
14 TO
12 DIST=
123.000'
BR=
S
88 55
22 0�
El
13,12,11
12 TO
11 DIST=
28.284
BR=
S
43 55
20. 9
'E
13,11,6
11 TO
DIST=
20.000
BR=
S
88 55,,22.0
E
13,6,9
6 TO
9 DIST=
4.7.548
BR=
S
1 4
33. 0.
W
13,9,10
9 TO
10 DIST=
45.200
BR=
N
88 5 5;�
22:.:
I
w
113, 10, 1 5�
110 TO
15 DIST=
14.900
BR=
S
0 �38 �37.4
W
13115,16
15 TO
16 DIST=
117.348
BR I =�N
88 55,22.1
�W
13,16,14
16 TO
14 DIST=
82.450
BR=
N,
0 41
2.0.E
2,
2, DATA FOR
CURVE C2
43,11,12,20
RADIUS
CHORD
TANG
2 0.:0 00
ARC
31-416
DELTA
89 59 58.7-
CHRD BR
N
43
55 20.9
W
SEG AREA,
114.158�SQ
FT
.00'262
ACRES..'
2,
2,-AREA LESS
SEGMENT AREA',FOR
CURVE C2
40,14,12,111619,10,15,16114
AREA
SQ FT
.27877
ACRES
2,
2, TOTAL AREA
LOT 2 12
257
r
so
SHORT PLAT AT ANDOVER STREET
LOT
'3
13,29,2
29, TO
2 DIST=,
82.534
BR=
N
0 25 32.9
w
13,2,7
2,TO,
7 DIST=
96.500
BR=IS
88 53 17.0,
E
.13,7,8
7 TO
8 DIST=
170.000
BR=
S
0 3 8: 38 .0
W,
1'3 8 9
8 TO
9 D I ST='�
115.620
BR=
N �_818
55 22.0
W
13 , 9 , 6
9 TO
6 DIST=
47.548
BR=
�N
1, 4 33.0
E
13,9i6,
9: M
;6,.:DIST=l
�47 548
BR-
N
1 4 :3 3.�-O
E
3 0613 0
-6�, TO
30 DIST
28.284
BR=
N
4,6 4, 3 8, 0
E
13, 3,Qi29
30-TO
2 9 D:I:ST=�
20.00�O
BR=
N,
1 4 3:8-0
E
2,DATA FOR: CURVE,C3
4 3 6 i3 O'F-2 0:;
RADIUS:,
20.00.0
CHORD
28.284
TA:NG
2:G. 0 0 0
ARC
31 .416
DELTA:,.
90. 01 1. 5
CHRD BR
N
46
38.0 E'
SEG AREA
:114.161
SQ FT
ACRES
2' AREA,LESS,SEGMENT
AREA
'FOR.LOT
3,
40,2,7,,8,9,6:,30',29,2
b
AREA
1738-8.784
SQI:FT,
.39919, ACRES
2?ToTAL.AREA toT 3= 17502.%9
SQ FT
4
i
ilpy
i:4
21 SHORT
PLAT AT ANDOVER STREET
2, TOTAL
PARCEL
2,
2, INVERSE, POINT
1, TO POINT2
13,19,2'0
19 TO 20
DIST= 20.000 BR=
N
0
41
1 8
E
ik�
13,20,7
20 TO 7
DIST= 423.040 BR=
S
88
53
16.0,E'
13,7,8
7 TO 8
DIST= .17 0 0 O)D.: BR=
S
0
38
38.0
W
q
13,8,10
8 TO 10
�DIST= 160.820 BR=
N
88
55
22:1
w
.0,
10 TO 15
DIST= 14.900 BR=
S
0'38'�37.4
W
13,15,16
�15 TO 16
DIST= 117.348 BR=
N
88
55
22.1
W
13,16,17
16 TO 17
DIST= 1'6 5 069 BR=
N'
o
41
2.0
E
13,17,19
17 TO 19
DIST= 145.000 BR=
N
88
53
16.1
W
2,�
2v TOTAL AREA
40 19,20,7,8,10,15
1 16,17 19
AREA 51947.�215 SQ FT,
1.19254:'ACRES'
2, AREA PARCEL
A =9071.2 SQ FT
2, AREA LOT 1
=13116.1 SQ'FT
AREA LOT 2
.=12257 SQ FT
2, AREA LOT 3
=17502'.9 SQ FT�
PF" -1 7 �% —
(Y
"7
im
CD
c�
z
SHORT PLAT
COUNTY [IF SNOHOMISH — PARK LAND
n13 nAl
180TH STREET SW PRIVATE ROAD N 88 53' 16 w ... ....
1 1 161se
01
icu ACCESS AND C2 IM16 SF
-------------------
145.00' , r
E)=Tm
w
4
A w110 45' 4
c� 3
"'j ui
JOHN E. BODEN �.o �'rL.13' �
4'u
-t EASEMENT c:" PARCEL A
cu
----------------- Q—
z
z N slew
= l(v L zo
(AF NM UW99) "t SF
CU 12257
OD
ROBIN M, BROWN
117.35'
-------------
NAR c�51
GEORGE . ENN
PORTION OF NV 1/4 NE 1/4 sle, 727K R4F, WX
CITY OF EDMONDS
C MIT
IF SNOH13MISH
W ON
11
17503 sF
Ld
tD
bD
U-
C:� uj
c:)
Z. >
N 88 55' 22# W 160-w
ROBERT M, COOMER
0
0
4
'7 1
C
SHORT PLAT FILE
DATE,
SUMMARY STORM
DRAINAGE
DESIGN STORM
10,YEAR
ALLOWABLE RUNOFF
10 YEAR
REQUIRED DETENTION
LOT AREA
TOTAL
51,915
SF or
1.19 ACRES
EXISTING
IMPERVIOUS
1,560
SF
0.04 ACRES
OTHER
50,355
SF
1.15 ACRES
Z-
PROPOSED
IMPERVIOUS
0"N' ACRES
(3 HOUSES)
LANDSCAPED
6,000
SF.
0.14 ACRES---'
NATURAL
33,835
SF
0--7-8—ACRES
HYRAULICS
TIME OF CONCENTRATION
-74-
EXISTING
T
12:9 minutes
c
PROPOSED
T
11.2 minutes
c
C.coefficient
4.EXISTING
C=
PROPOSED
C
RAINFALL INTENSITY
inches,/hour
EXISTING
10 yearstorm
1.65
PROPOSED
10 year storm
1.80
DISCHARGE RATE in CFS
ul
EXISTING
10 year storm
0.47
PROPOSED
10 year storm
�Q= 0.77
REQUIRED STORAGE in CF.
V= 314 -
STORAGE PROVIDED in CF
V=4,74
f om chart page 25
r
10
i EXISTING
=1.65 INCHES/HOUR,
10
=1.80 INCHES/HOUR
PROPOSED
10
Q=CiA EXISTI NG= (0. 24) (1.65) (1-19)
=0.47 CFS
Q=CiA PROPO SED=(0.36)(1-80) (1-1 9)
=0.77 CFS
Q by-pass
AREA 1 3,304 SF or 0.08 ACRES
AREA 11 24,700 SF or 0.57
-z-
ACRES
Q=CIA= (0.9) (1.80)
=4,_gr4 CP AREA I
S AREA II
. 2) 11.4-5-1
&,j1_+4<F
'(0
- Z7 Lts
CFS
TOTAL
=0.
Q allowable=. 0.47
S
0,09
.REQUIRED STORAGE REF: Yrjanainen &
Warren M ethod
10 YEAR STORM
-1-5 CFS
Q
a llowable
Qo= Qallowable/((Area) C future))
G--1-5-/ 0 5 4 (0.46
0_;&eeFS-/ Ac
C
T -25 (2255/Q )0.5'
0
0.5
-25 (2255/0.60)
Minutes
v 3607T/(T+25) (40) (Q I (T)
0
S
(0.60)
(36.3)
7- 'T,
. ....... ... ..
. . . . .....
V (V (A) (C
total �s D
ri .9
V tZ2*15�j (0 5 4) (0. 4 6)
—34-4—C F REQUIRED,
total
STORAGE VOLUME
STORAGE VOLUME PROVIDED
OVERFLOW ELEVATION 312.0
STORAGE IN CB'S
CB NO. DIA. INV OUT
STORAGE
AREA SF VOLUME, CY
HEIGHT
FT.
CB2 4811 3 0 6 .'9
5.1
12.57' 64,
CB3 4811 307. Z
CB4 18"x26" 308.8
4.8
12.57 60
3.2
3.25 101
SUBTOTAL
134
134
STORAGE IN PIPES
J CB NO. DIA. LENGTH
AREA SF VOLUME CF
CB2
3011 58
�4.91 285
CB13
12 70-
0.78 5511/
SUBTOTAL
340
340,
TOTAL CLOSED STORAGE
474 CF -,03
CLOSED STORAGE 474 CF:
1:51.0%
OPEN STORAGE 0 CF
0.0%
TOTAL STORAGE 474�CF
151.0%
REQUIRED STORAGE. 314 CF
100.01%
ORIFICE DIAMETER
0.5
Q (0-62) (a)
(2) (g), (H)
allowable
mA,