ORD 2359 ORDINANCE NO , 0000
AN ORDINANCE condemning for public street purposes
certain land lying within the City of Camas and abutting NW Lake
Road and SE First Street .
THE COUNCIL OF THE CITY OF CAMAS DO ORDAIN AS FOLLOWS :
Section I
The City Council of the City of Camas hereby makes the following findings :
A . The City desires to undertake a street improvement project of NW Lake Road
and SE First Street from Leadbetter Street to SE 192nd Avenue ( "the street improvement
proj ect" ) .
B . NW Lake Road and SE First Street are classified as arterial streets whose
function is to serve as a primary route to and from the Columbia Industrial Park .
C . Arterial streets should have a capacity of 15 , 000 . 00 to 20 , 000 . 00 cars per day .
D . NW Lake Road and SE First Street are currently unimproved rural arterials
consisting of two lanes with no improved shoulders or other related facilities .
E . The street improvement project proposes to widen NW Lake Road and SE
First Street to three lanes between Leadbetter Street and Parker Street , and to five lanes between
Parker Street and SE 192nd Avenue .
F . The street improvement project further includes construction of curbs , gutters ,
bike lanes , sidewalks , street lighting , traffic signals , and storm water treatment facilities .
G . The street improvement project is consistent with the City of Camas and Clark
County 20 - Year Growth Management Plans ,
H . The properties described in Exhibit "A" attached hereto and by this reference
incorporated herein abut the street improvement project ( "the subject real properties " ) .
I . The City has been unsuccessful in its attempts to acquire the subject real
properties by negotiation .
J . The street improvement project constitutes a public use under the provisions of
RCW 8 . 12 . 030 .
K . The subject real properties are necessary for completion of the street
improvement project .
Ordinance No . Page 2
Section II
The City of Camas hereby condemns for public street purposes the properties described
in Exhibit " A " attached hereto and by this reference incorporated herein .
Section III
Compensation for the subject real properties shall be paid from the General Funds of the
City , and not by special assessment upon property benefitted by such acquisition .
Section IV
This ordinance shall take force and be in effect five ( 5 ) days from and after its publication
according to law .
PASSED b the Council and APPROVED b the Mayor this
Y da of Januar
Y Y y y ,
2004 .
SIGNED :
dayor
ATTEST :
Clerk
APPROVED as to form :
Af if
City Attorney
ORDINANCE
2359
EXHIBIT " A "
19 SHEETS ( including cover )
A - 1
� (360 ) 694-3313
tvt
MINISTER = GLAESER FAx (360 ) s94 - 8410
2200 E . EVERGREEN
S SURVEYING INC . VANCOUVER , WA 98661
April 15 , 2002
A tract of land lying in the Southeast quarter of Section 29 , Township 2 North , Range 3
Meridian in Clark County , Washington , more particularly
East , of the Willamette
described as follows :
All of that parcel described by - deed , recorded under Auditor ' s File No . 3245000 , records
of Clark County , Washington , that lies South of the line described below ;
Beginning at a point 409 . 55 feet Northerly (when measured at right angles ) of engineers
station 36 + 50 .32 as shown on City of Camas — N . W . Lake Road/ S . E . 1st Street Right- of-
Way plan , City Project No . S — 356 ;
Thence Easterly to a point 409 . 32 feet Northerly ( when measured at right
angles ) of engineers station 36 + 80 . 32 ;
Thence Southerly to a point 72 . 41 feet Northerly (when measured at right
angles ) of engineers station 36 + 77 . 80 ;
Thence Southeasterly to a point 50 . 00 feet Northerly (when measured at
right angles ) of engineers station 36 + 99 . 38 ;
Thence Easterly to a point 50 . 00 feet Northerly (when measured at right
angles ) of engineers station 43 + 18 . 41 ;
Thence along an arc of an 8370 . 00 foot radius tangent curve to the right ,
through a central angle of 2 ° 10 ' 25 " , for an arc distance of 317 . 53 feet , the
chord of which bears South 87 ° 49 ' 37 " East , for a chord distance of 317 . 51
feet to a point 50 . 00 feet Northerly (when measured at right angles ) of
engineers station 46 + 34 . 04 , there ending said line .
Contains 44979 square feet , more or less .
A- 2
is of bearin for this description is NAD 83 / 91 Washington State Plane
The bas g
Coordinate System , South Zone , US Survey Foot .
End of Description .
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EXPIRES : JANUARY 109 200
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A-3
EXH.[BIT " B "
JOB N0: 00 - 287 APRIL 10, 2002
NOT TO SCALE
F-- STA: 36 + 50 . 32 65
W409 . 55 LT FINEL
ry STA:36 + 80 . 32
F-- 409 . 32 LT
N
W
� STA: 43 + 18 . 41
� STA 36 + 77 . 80 50 . OD LT STA: 46 + 34 . 04
Lia- + 72 . 41 LT 50 . 00 LT .o
� STA: 36 + 99 . 38 R = 8370 . 00 ' �
n
z + 50 . 00 LT L= 317 . 53 '
0
� STA: 36 + 47 . 37 �
15 . 00 LT STA: 46 + 34 . 92 V
21 . 04 LT .,
36 + 00 + 38 00 14 4242t_.+qDD X44 00 46 + 00 0
cb � NNW LAKE ROAD
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( 360 ) 694 = 3313
MINISTERmGLAESER FAX ( 360 ) 694 - 8410 •
MENOMONEE = W115 2200 E . EVERGREEN
s SURVEYING INC . VANCOUVER , WA 98661
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October 06 , 2003 ,
EXPIRES : JANUARY 10 , 200 W '
STORM FACILITY :
A onion of that parcel described by deed , recorded under Auditor ' s File No .
p
32450001 records of Clark County , Washington , of the Southeast quarter of
Section 29 Township 2 North , Range 3 East , Willamette Meridian , Clark County ,
Washington , more particularly described as follows :
Beginning at a point 50 . 00 feet Northerly (when measured at right angles ) of
Engineer s Station 40 + 98 . 50 as shown on City of Camas — N . W . Lake Road/ S . E .
1St Street Right - of- Way plan , City Project No . S - 356 ;
Thence Northerly to a point 282 . 77 feet Northerly (when measured at right
angles ) of Engineer ' s Station 40 + 94 . 09 ;
Thence Northwesterly to a point 308 . 08 feet Northerly (when measured at
right angles ) of Engineer ' s Station 40 +49 . 70 ;
Thence along the are of a 100 . 00 foot radius curve to the right , the long
chord of which bears North 24 ' 42 ' 13 West , for a chord distance of
113 . 34 feet , through a central angle of 69 ° 02 ' 21 " , for an arc distance of
120 . 50 feet to a point 410 . 13 feet Northerly (when measured at right
angles ) of Engineer ' s Station 40 + 00 . 39 ;
Thence Northerly to a point 75 8 . 3 5 feet Northerly ( when measured at right
angles ) of Engineer ' s Station 40 + 53 . 86 ;
Thence Westerly to a point 756 . 45 feet Northerly (when measured at right
angles ) of Engineer ' s Station 39 + 53 . 87 ;
Thence Northerly to a point 1323 . 13 feet Northerly (when measured at
right angles ) of Engineer ' s Station 3 9 + 5 8 . 10 ;
A-5
Thence Easterly to a point 1330 . 71 feet Northerly (when measured at right
angles ) of Engineer ' s Station 46 + 00 . 37 ;
Thence Southerly a point oint 50 . 00 feet Northerly (when measured at right
angles ) of Engineer ' s Station 46 + 34 . 04 ;
Thence along the arc of a 8370 . 00 foot radius , non- tangent curve to the
left , the long chord of which bears North 87 ° 49 ' 37 " West , for a chord
distance of 317 . 51 feet , through a central angle of 02 ' 10 ' 25 " , for an arc
distance of 317 . 53 feet to a point 50 . 00 feet Northerly (when measured at
right angles ) of Engineer ' s Station 43 + 18 . 41 ;
Thence Westerly to a point 50 . 00 feet Northerly (when measured at right
) og
angles ) f Engineer Station 40 + 98 . 50 , said point being the POINT OF
g
BEGINNING .
Contains 807 , 038 square feet , more or less .
A-6
IZ, AHIBIT B
JOB NO : 0O - 287 OCTOBER 06, 2003
NOT TO SCALE
STA: 39 + 58 . 10
OFFSET: 1323 . 13 L TSTA: 46 + 00 . 37
OFFSET: 1330 . 71 L
STA: 39 + 53 . 87
OFFSET: 756 . 45 L
STA: 40 + 53 . 86
OFFSET: 758 . 35 L
STOR WATER
FAC LITY �
STA: 40+ 00 . 39
OFFSET: 410 . 13 L
R = 100 .00 '
L= 120 . 50 '
A= 69002 ' 21 "
STA: 40 +49 . 70
OFFSET : 308 . 0.8 L �
STA: 40 + 94 . 09 ,
Y OFFSET: 282 . 77 L '
STA: 46 + 34 . 04
c OFFSET: 50 . 00L
STA: 40 + 98 . 50 p ASET 50 00 L
OFFSET: 50 .00 L `
a R- 8370 .00 '
1 = 317.53
x
41 +00 42+00 43+00 45+M
47
4 NW LAKE ROADce
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(360 ) 694=3313
M
MINISTER GLAESER
FAX ( 360 ) 694- 8410
2200 E . EVERGREEN
S
SURVEYING INC . VANCOUVER , WA 98661
April 15 , 2002
A tract of land lying in the Southeast quarter of Section 29 , Township 2 North , Range 3
East , of the Willamette Meridian in Clark County , Washington , more particularly
described as follows :
All of thosep arcels described by deed , recorded under Auditor ' s File No . 9703070333 ,
records of Clark County , Washington , that lies South of the line described below ;
Be innin ata point 50 . 00 feet Northerly (when measured at right angles ) of engineers
g g p ity of Camas — N . W . Lake Road/ S . E . 1St Street Right- of-
station 46 + 34 . 04 as shown on CWay plan , City Proj ect No . S — 356 ;
Thence along an arc of an 8370 . 00 foot radius tangent curve to the right ,
through a central angle of 00 ' 15 ' 34 " , for an arc distance of 37 . 89 feet , the
chord of which bears South 86 ' 36 ' 38 " East , for a chord distance of 3 7 . 8 9
feet to a point 50 . 00 feet Northerly (when measured at right angles ) of
engineers station 46 + 71 . 70 ;
Thence along an arc of an 8270 . 00 foot radius tangent curve to the left ,
an
. through a central le of 02 ' 13 ' 41 " , for an arc distance of 321 . 61 feet ,
g g
the long chord of which bears South 87 ° 35 ' 41 " East , for a chord distance
of 3 21 . 5 9 feet to a point 50 . 00 feet Northerly (when measured at right
angles ) of engineers station 49 + 95 . 25 ;
Thence Southerly to a point 44 . 00 feet Northerly (when measured at right
angles ) of engineers station 49 + 95 . 23 ;
Thence along an arc of an 8276 . 00 foot radius curve to the left , through a
central angle of 00 ' 12 ' 18 " , for an are distance of 29 . 61 feet , the long
chord of which bears South 88 ° 48 ' 40 " East , for a chord distance of 29 . 61
feet to a point 44 . 00 feet Northerly (when measured at right angles ) of
engineers station 50 +25 ;
Thence Easterly to a point 44 . 00 feet Northerly (when measured at right
angles ) of engineers station 51 +45 . 39 , there ending said line .
A-8
Contains 10473 square feet , more or less .
The basis of bearing for this description is NAD 83 / 91 Washington State Plane
Coordinate System , South Zone , US Survey Foot .
End of Description .
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EXPIRES : JANUARY 10 ,
A- 9
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JOB N0: 00 - 287 APRIL I1 , 2002
NOT TO FALE
62
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STA : 46 + 71 . 70 DEVELOPMENT 1 LLC 63
50 . 00 LT APOLLO
DEVELOPMENT 1 LLC
. 49 + 95 . 25 --- ___.__ APOLLO
R = 8370 . 00 STA. DEVELOPMENT 1 LLC
L= 37 . 89 ' 50 . 00 Ll` -STA; 49 + 9 .5 .2
STA : 46 + 34 . 04 R =8270 . 00 ' 44 . 00 LT ST-A : 51 -+4. 5 . 3-9
L= 321 .-61 ' TA . 0 + 5 -44 . 00 LT
50 . 00 LT 44 . 00 LT
400 iAAr 77 / 1
STA : 46 + 34 . 92 ' ' 176154 �
f . f 76 � �, R 8276 . , STA : 51 + 45o29
21 . 03 LT L-=29 . 61
30 . 00 LT
46 + 00 47 + 00 50 +00
51 +— 00 52+00
NW LAKE ROAD
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( 360 ) 694 - 3313
M
MINISTERmGLAESERFAX ( 360 ) 694- 8410
2200 E . EVERGREEN
SURVEYING INC . VANCOUVER , WA 98661
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June 11 , 2003 ' ' " • • • • • • - ' " ' • '
EXPIRES : JANUARY 10 , 20 •
STORM FACILITY : 551
OC f r °
portion of that parcel
described by deed , recorded under Auditor ' s File No .
Ap p
9703070333 records of Clark County , Washington , of the Southeast quarter of
Section 29 Township2 North , Range 3 East , Willamette Meridian ,an , Clark County ,
Washington, more particularly described as follows :
Be g inning ata point 50 . 00 feet Northerly (when measured at right angles ) of
Engineer ' s Station 46 + 34 . 04 as shown on City of Camas — N . W . Lake Road/ S . E .
1St Street Right- of-Way plan , City Pro j ect No . S - 3 56 ;
Thence Northerly a point oint 880 . 10 feet Northerly (when measured at right
angles ) of Engineer ' s Station 46 + 11 . 15 ,
Thence Easterly a point oint 894 . 62 feet Northerly (when measured at right
angles ) of Engineer ' s Station 49 + 65 . 01 ;
Thence Southerly a point oint 730 . 46 feet Northerly (when measured at right
angles) of Engineer ' s Station 49 + 65 . 25 ;
Thence Southwesterlyto a point nt 50 . 00 feet Northerly (when measured at
right angles ) of Engineer ' s Station 47 + 84 . 70 ;
Thence along the arc of a 8270 . 00 foot radius , non-tangent curve to the
ri ht the long chord of which bears North 86 ' 52 ' 11 West , fora chord
nght , g
distance of 112 . 32 feet, through a central angle of 00 ' 46 ' 41 " , for an arc
distance of 112 . 3 2 feet to a point 50 . 00 feet Northerly (when measured at
d
right angles) of Engineer ' s Station 46 + 71 . 70 ;
A- 11
Thence along the arc of a 8370 . 00 foot radius , reverse curve to the left , the
long chord of which bears North 86 ° 36 ' 38 " West , for a chord distance of
37 . 89 feet , through a central angle of 00 ' 15 ' 34 " , for an are distance of
37 . 89 feet to a point 50 . 00 feet Northerly (when measured at right angles )
of Engineer ' s Station 46 + 34 . 04 , said point being the point of beginning .
Contains 215 , 155 square feet , more or less
A- 12
� 1 '
EXHIB IT
JOB N0: 00 - 287 JUNE 1169 2003
NO T TO SCALE
STk 46+ 11 . 15 STA: 49+65.01
OFFSET: 880 . 10 L 894.62 L
STA: 49+65.25
: 730.46 L
STORMWATER
FACILITY
n
Y
m
C.i
Q STA: 46+34.04
`' OFFSET: 50.00 L R=8370.00
�- L=37.89 " STA: 47+84.70
'` L= 11l22.3232'" �
R� F; ISO50.00 L
m
o `430 45+00 46 1
- - - -
47+004UM49
ed I
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0 50.00 L
�: NW LAKE ROAD
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( 360 ) 694-3313
M
MINISTERmGLAESER FAX ( 360) 694- 8410
2200 E . EVERGREEN
s
SURVEYING INC . VANCOUVER , WA 98661
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May 26 , 2003 fEXPIRES : JANUARY 10 , 200
STORM FACILITY :
Ap ortion of that parcel described by deed , recorded under Auditor ' s File No .
9703070333 , records of Clark County , Washington , of the Southeast quarter of
Section 29 , Township 2 North , Range 3 East , Willamette Meridian , Clark County ,
Washington , more particularly described as follows :
Beinnin at a point 730 . 46 feet Northerly (when measured at right angles ) of ti
g g
Enineer ' s Station 49 + 65 . 25 as shown on City of Camas — N . W . Lake Road/ S . E .
g
1St Street Right- of- Way plan , City Proi ect No . S - 3 5 6 ;
Thence Northerly to a point 894 . 62 feet Northerly (when measured at right
angles ) of Engineer ' s Station 49 + 65 . 01 ;
Thence Southeasterly to a point 753 . 29 feet Northerly (when measured at
right angles ) of Engineer ' s Station 49 + 71 . 89 ;
Thence Southwesterly to a point 730 . 46 feet Northerly (when measured at
) g les
right an of Engineer Station 49 + 65 . 29 ; said point being the point of
g g
beginning .
Contains 488 square feet , more or less
A- 14
99 99
EXHIBIT
JOB NO : 00 - 287 MAY 22 , 2003
NOT TO SCALE
STA: 49 + 65 . 01
OFFSET: 894 . 62 L
STORMWATER
FACILITY -
STA:
ACTUTY -
STA: 49 + 71 . 80
OFFSET : 753 . 24 L
STA: 49 + 65 . 25
OFFSET : 730 . 46 L
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A- 15
FRO Marilyn Scott FAX N0 . 5036554885 Dec . 30 2003 11 : 34AM P2
(360 ) 684- 3313
r FAX ( 380 ) 884x8410
w .
MINISTERom,6GLAESER
2200 E . EVERGREEN
SURVEYING INCa VANCOUVER , WA 98661
January 23 , 2002
in the Southeast quarter of Section 29 , Township 2 North, Range 3
�. tract of land ly��,�
East , Of the
Willamette Merl than M Clark County, wasbiligton, more particularly
described as folloW S 4
All of that parcel d cscribed ' deed, recorded under A.uditor ' s File No . G 432981 ,
�
County , Washington that lies South of the line described below ;
rlC
records of Cla. tY
44 . 00 feet Northerly (when. measured at right angles ) of engineers
Beginning at � post sL �
1
1 +45 . 39 as shown ori. City of Ca •as AV� NLake Road/ SE 1. Street ht- of-
�
stata of
way plan , City Project No . S 356 ;
Easterly to point 44 . 00 feet Northerly (when measured at right
Thence Eas y t � .
angles of. en mee�rs statim. 56 +24 .24 , ► ere ending said Ione ;
g
Conta. s 6 '703 . 9 square feet, more or less .
End of Description .
01
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JANUARY 10P
C' s / lt ) d
A 16
FROM Marilyn Scott
FAX N0 . 5836554885 Dec . 30 2803 11 34A P3
EXHIBIT B
J0L3 / 10: 00 - 287 SEPTEMBER 113 2401
NOT TO SCALE
61
GRIMM
STA: 51 + 45 ,939
44 . 00 LT Hpus� STA: 56 + 24 . 24
SCK 44 . 00 LT
STA: 51 + 45a29 SQA: 56 + 24v13
3 . 00 LT 69 ' 30 . OQ LT
51 00 52 + O0 53 + 00 54 + 00 55 + 00 56 + 00
YV
LAKE ROAD
A- 17
3 :
. a Marilyn Scott FAX N0 . 5036554885 Dec . 30 2003 11034
FROM AM P4
(360 ) f 84- 3313
rFAX ( 360 ) 684- 8410
MINISTERomGLAESE
2204 E . EVERGREEN
S U RVEYING INCW VANCOUVER , WA 98681
janliary 23 , 2002
' hcast quarter of. Section 29 , Township 2 North, Range 3
,A, tract of lard ly ' g In the S � �t q _
East, of the Willamette Mendian in Clark County, Washington , more particularly
described as follows :
el described b deed, recorded under Auditor ' s File Na . G 43298 1 ,
,4I1 of that page �'accords of CI below ;
Clark CTil ashinzon, that lies South of the line desenbed ;
�. County ,
Beginning at a point 44 . 00 feet Northerly (when measured at right angles ) sof engineers
station 56+2 . 24 as shown on Ci of Camas NW Lake Road/SE 1 gt Street Right- of-
war plana , City Prof ect Na . S — 3 56 ;
Thence Easterly to a. PO 44 . 00 feet Northerly (when. measured at right
n of engineers station 62 +83 . 10 , there ending said Im' e ;
agles)
9222 . 4 s care feet, snore or less .
ontalns q
End of Desenptaeffin .
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JANUARY 10 , �00�
A-18
FROM Maril n Scott FAX N0 . 5836554885 Dec . 30 2003 11 : 35RM P5
y
EXHIBIT B
JOB N0: 00 - 287 I lot 2007
NOT TO SCALE
GRIMM
STA , 5E + 24 * 24
44 . 0 J LT STA .
44w00 LT
LT
T : + 82 ; 77
STA: 56 + 24 . 13 oa MOO LT
MOO LT
56t00 57 + 0 61 + 00 62 + 00 63 + 00
z
N W LAKE ROAD
L
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< LO
A- 19