HomeMy WebLinkAboutLPF-19-00004 Palomino Fields Div 5 Final Mylar Submissionz_T
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KITTITAS COUNTY Dior ARTMENT
PUBLIC 7-ORKS
HEREBY CERTIFY that the Palomino Fields
Plat - Division V, has been examined by me
and I approve this plat.
Dated this ....... Day of .................. A.D., 2020
-.............................................. .
Kittitas County Engineer
HEALTH DEPARTMENT
l HEREBY CERTIFY that the Palomino Fields
Plat - Division V, has been examined by me
and I find that the sewage and water system
herein shown does meet and comply with all
requirements of the County Health Dept..
Dated this ....... Day of .................. A.D., 2020
......................... I.,................
ittitas County Health Officer
` RTIFICATE OF PLANNING DEPT.
=REBY CERTIFY that the Palomino Fields
- Division V, has been examined by me
and find that it conforms to the
Comprehensive Plan of the Kittitas County
'Manning Commission.
Dated this ....... Day of .................. A.D., 2020
t................................
Ki t+.itas County Planning Official
OF TREASURER
n _ HEREBY CERTIFY that the taxes and
assessments are paid for the preceding years
and for this year in which the plat is now
to be filed. Parcel No. 960975 and 960976.
Dated this ....... Day of .................. A.D., 2020.
c- €..................................................................
o ° Kittitas County Treasurer
CERTIFICATE OF ASSESSOR
I HEREBY CERTIFY that the Palomino Fields
-Plat - Division V, has been examined by me
> and I find the property to be in an
g acceptable condition for platting. Parcel No's.
960975 and 960976.
is
If Dated this ....... Day of ................... A.D., 2020.
aE
i..................................................................
Kittitas County Assessor
KITTITAS COUNTY
BOARD OF COMMISSIONERS
?' _ -XAMINED AND APPROVED this .............. day of
4 .......................................................... A.D., 2020,
BOARD OF COUNTY COMMISSIONERS
By.............................................................
Chairperson
ATTEST:
16Y 15 15
OrO yi del 21 22 S 89'49'36" E 2613.60' 22
6 t,
`p °ca• N I o N 0 T I C E
N 00'00'53" W 5281 .39' N ° I o r,_ This Is a Major Plat subdivision Survey and as such
IS 00'00'00" E 5281.34' I o o is not intended to show, nor does it purport to show,
[N 89'29'42" W 2627.87']((N
89'52'48" W 2627.86'> o a
all easements and encumbrances.
' S 89'30'21" E 2627.93' 89'36'51' W 2627.68') 22�21 22 .-.1 30021 271 & _ 917.00' 0 This survey was prepared for the exclusive use of
28 _ F� 1313.96' 396.9' ® ®— - BOWERS ROA the person, persons, or entity named in the
711 N 87'55'13" W 28 3 - Inch brass cap
�v Dedication hereon. Said certificate
2614.19' monument stamped W 1/16 n
IS 14746' found Corner �!/ '�� -� I + - � I does not extend to any unnamed person without
�N 87'54'16" W 3 an expressed recertification by the Surveyor
2614.20'1 September, 2016
C® _ N 89'30'21" W 84.1_ _ naming said person.
o o
�I I� .....:..(....
4
........... ..........._J
o °I °--- L_ _J
�� w �w i S 02'15'32" E 310.40' n
N
00
¢. i--,
M �Q�¢cv� o o I �S 02'39'10" E 179.61' Mr: 00
wu o\.6 �w io
LO
(n ,� o o\� B A S I S O F B E A R I N G S
O z C®0Ln
OD p �44�2 �cQ, j N � o The bearing for the east boundary line of the
N N o,n dfY� �� ai o Northwest quarter of Section 27 equal Cruse &
3 I N�F I M o cn Nelson's bearing of South 00'15'36" East for
' G 3 z \ \ \C ry �O F the some line as shown on the FHA, U.S.D.A.
�. d>s V property survey found under Kittitas County's
o ���. �a> , Oy o N Auditor File No. 199702200014
in
Ln
nOO LO NW 1/16.., 0 \\ \\O
O'
N 1/16
wo CornerCorner 1317.8
: 1:4(n •........................... S 89'45'28" E 1317.82' . S 89'45'28" E\
w
' .. ........r0 . 0-(
823.60' O309.58 x o
OJ. W0N
't N N L8 „ 117.60' i
'•r n L7 N 62000'00" E _• \,� '" CN 1/16 w in
N 00 O L6 , \v Corner Q
NN °� ' Ls 350.00 0 �f !\s �� o
Re 2 • s i1� `\�o w "
3 w I S L4 TRACT C-1 Ui
3' \ 27.030 Ac., M acP. �O• Y S U
r` OO L2 to
more or less I 00. �0. ��cp �\Oa S. I c� W
3 O O of
0 0 Ll
0, o. F > S 0. n
b b O0 0 ". I CN
00
V) z o `J S� RS o w
�.. s ti >> b
O °Ci�C s7 O Q, O ; �0. is \ / ¢ r7 M
o 04
'fie hwe RS j ! Z I >� • \ 9 / V1O F.10
oi
o M 0"1> bo 596 I �y I O �g Qp�9 O oo Oo
�' T L I
LINE TABLE
BEARING
- -
_
- - - -
eivi . ..................
25
-
LPF 19 00004
LU
A
L7
-
L8 N
44 '26 10'
LP -07-00031
L9 S
A
i
L1O N
62'00'00"
E 60.00'
q_1
z,
W.M.
__
lu
16Y 15 15
OrO yi del 21 22 S 89'49'36" E 2613.60' 22
6 t,
`p °ca• N I o N 0 T I C E
N 00'00'53" W 5281 .39' N ° I o r,_ This Is a Major Plat subdivision Survey and as such
IS 00'00'00" E 5281.34' I o o is not intended to show, nor does it purport to show,
[N 89'29'42" W 2627.87']((N
89'52'48" W 2627.86'> o a
all easements and encumbrances.
' S 89'30'21" E 2627.93' 89'36'51' W 2627.68') 22�21 22 .-.1 30021 271 & _ 917.00' 0 This survey was prepared for the exclusive use of
28 _ F� 1313.96' 396.9' ® ®— - BOWERS ROA the person, persons, or entity named in the
711 N 87'55'13" W 28 3 - Inch brass cap
�v Dedication hereon. Said certificate
2614.19' monument stamped W 1/16 n
IS 14746' found Corner �!/ '�� -� I + - � I does not extend to any unnamed person without
�N 87'54'16" W 3 an expressed recertification by the Surveyor
2614.20'1 September, 2016
C® _ N 89'30'21" W 84.1_ _ naming said person.
o o
�I I� .....:..(....
4
........... ..........._J
o °I °--- L_ _J
�� w �w i S 02'15'32" E 310.40' n
N
00
¢. i--,
M �Q�¢cv� o o I �S 02'39'10" E 179.61' Mr: 00
wu o\.6 �w io
LO
(n ,� o o\� B A S I S O F B E A R I N G S
O z C®0Ln
OD p �44�2 �cQ, j N � o The bearing for the east boundary line of the
N N o,n dfY� �� ai o Northwest quarter of Section 27 equal Cruse &
3 I N�F I M o cn Nelson's bearing of South 00'15'36" East for
' G 3 z \ \ \C ry �O F the some line as shown on the FHA, U.S.D.A.
�. d>s V property survey found under Kittitas County's
o ���. �a> , Oy o N Auditor File No. 199702200014
in
Ln
nOO LO NW 1/16.., 0 \\ \\O
O'
N 1/16
wo CornerCorner 1317.8
: 1:4(n •........................... S 89'45'28" E 1317.82' . S 89'45'28" E\
w
' .. ........r0 . 0-(
823.60' O309.58 x o
OJ. W0N
't N N L8 „ 117.60' i
'•r n L7 N 62000'00" E _• \,� '" CN 1/16 w in
N 00 O L6 , \v Corner Q
NN °� ' Ls 350.00 0 �f !\s �� o
Re 2 • s i1� `\�o w "
3 w I S L4 TRACT C-1 Ui
3' \ 27.030 Ac., M acP. �O• Y S U
r` OO L2 to
more or less I 00. �0. ��cp �\Oa S. I c� W
3 O O of
0 0 Ll
0, o. F > S 0. n
b b O0 0 ". I CN
00
V) z o `J S� RS o w
�.. s ti >> b
O °Ci�C s7 O Q, O ; �0. is \ / ¢ r7 M
o 04
'fie hwe RS j ! Z I >� • \ 9 / V1O F.10
oi
o M 0"1> bo 596 I �y I O �g Qp�9 O oo Oo
�' T L I
LINE TABLE
z"e^44o 2� R'. • J 11 0 81. w 1 z 300 150 0 300 600 9,00
sh.oy 9& S 62'00 00 W 218.00
0 23, N 28°00 00 W 239.95 •� c3 :.'•.00o00
S. 620000" W 107.00' c5 �_ SCALE IN FEET
LJ C4 00 b
TRACT D-1 o
io N 11.934 Ac., U)
more or less 7
o
212.27' I:...
N 89'59'31" E 1321.71' o O 246.601' A
27- -
- - - ■
!�1 1/4 - inch iron pin monument o S 89'59'31" W 1321.71' �-Center of
found September, 2016 C -W 1/16 S 89'59'31" W� Section 27
Corner 42.16'
...... W
i„i i'•.i E... ; '•. i i •.” N 51'45' 1 1" W 231 .66' S
O � 38' 1 4' 18"
423.13'
........................5 89°59'31" W 2643.42'-............................. .................
I
A U D I T O R' S C E R T I F I C A T E
Filed for record this ....... day of ........................ 2020, at
............ M, in Book ........ of Surveys at Page(s) .............
under Auditor's File Number ................................... at the
request of Western Pacific Engineering & Survey, Inc.
............................ I ....................
County Auditor
................................................................. I ......
Deputy County Auditor
SURVEYOR'S CERTIFICATE
I hereby certify that the Palomino Fields Plat - Division
V plat is based on an actual survey and subdivision of
Section 27, Township 18 North, Range 18 East, W.M.; that the
distances and courses and angles are shown thereon
correctly; that the monuments have been set; and lot and
block corners staked cn the ground.
�4ZCK C.
q of �As� �'AG�t► • �'•
crick C. Skinner, P.E./ P.L.S.
F ,� ao Washington Land Surveyor No. 12491
z� WESTERN PACIFIC ENGINEERING
AND SURVEY, INC.
71 Pioneer Way Professional Center
1328 Hunter Place
_,ate Moses Lake, Washington 98837
INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 S27 T18N R18E
ENGINEERING & SURVEY
A TERRA DEVELOPMENT SERVICES CORPORATION
1328 E. Hunter Place, Moses Lake, Washington
T:(509)765-1 023 F:(509)765-1 298
Services in Washington and !do'—
LCU, INC.
Surveyed by LMH Scale 1" = 300'
Drawn by Tml/ FCS Sheet 1 of 4
Checked by FCS P ::: :_t 18146
BEARING
r - --
L1
07"
E.' -
25
- E13"
E -
LU
A
L7
-
L8 N
44 '26 10'
-
L9 S
28'00'00"
L1O N
62'00'00"
E 60.00'
z"e^44o 2� R'. • J 11 0 81. w 1 z 300 150 0 300 600 9,00
sh.oy 9& S 62'00 00 W 218.00
0 23, N 28°00 00 W 239.95 •� c3 :.'•.00o00
S. 620000" W 107.00' c5 �_ SCALE IN FEET
LJ C4 00 b
TRACT D-1 o
io N 11.934 Ac., U)
more or less 7
o
212.27' I:...
N 89'59'31" E 1321.71' o O 246.601' A
27- -
- - - ■
!�1 1/4 - inch iron pin monument o S 89'59'31" W 1321.71' �-Center of
found September, 2016 C -W 1/16 S 89'59'31" W� Section 27
Corner 42.16'
...... W
i„i i'•.i E... ; '•. i i •.” N 51'45' 1 1" W 231 .66' S
O � 38' 1 4' 18"
423.13'
........................5 89°59'31" W 2643.42'-............................. .................
I
A U D I T O R' S C E R T I F I C A T E
Filed for record this ....... day of ........................ 2020, at
............ M, in Book ........ of Surveys at Page(s) .............
under Auditor's File Number ................................... at the
request of Western Pacific Engineering & Survey, Inc.
............................ I ....................
County Auditor
................................................................. I ......
Deputy County Auditor
SURVEYOR'S CERTIFICATE
I hereby certify that the Palomino Fields Plat - Division
V plat is based on an actual survey and subdivision of
Section 27, Township 18 North, Range 18 East, W.M.; that the
distances and courses and angles are shown thereon
correctly; that the monuments have been set; and lot and
block corners staked cn the ground.
�4ZCK C.
q of �As� �'AG�t► • �'•
crick C. Skinner, P.E./ P.L.S.
F ,� ao Washington Land Surveyor No. 12491
z� WESTERN PACIFIC ENGINEERING
AND SURVEY, INC.
71 Pioneer Way Professional Center
1328 Hunter Place
_,ate Moses Lake, Washington 98837
INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 S27 T18N R18E
ENGINEERING & SURVEY
A TERRA DEVELOPMENT SERVICES CORPORATION
1328 E. Hunter Place, Moses Lake, Washington
T:(509)765-1 023 F:(509)765-1 298
Services in Washington and !do'—
LCU, INC.
Surveyed by LMH Scale 1" = 300'
Drawn by Tml/ FCS Sheet 1 of 4
Checked by FCS P ::: :_t 18146
-- _ _ _ = = _ = = Receiving No . ..................
_ _ _ _ _ _
LPF 19 00004 _
-- - - -- - --
LP -07-
00031
-. -_
_
s
_ _ __ - • x ii _ _ _ _ _ __
I Lji i a
\9 \ \ L E G E N D
\\ y See Detail 'A' 1 30.00' • 5/8 – inch iron pin with surveyor's cap
Sheet 3 of 4 \ \ I marked "LS 12491" monument set July, 2019
9'45'28 E 309.58' —°' QT S — —�O — O — — — 00—■ 3 – inch brass cap monument found
i 28'00'00" E 117.60 - ----- \ 6 a0sa>
(= 30.00'
0
O
N 02 o N -P
g o *b50 .
01ooE
O
¢O
O
°O, 100 200 300
SCALE IN FEET I W
I
s
rn
00 ���\ / / APPROXIMATE LOCATION OF L
o \d \ TOWN DITCH / CANAL e
01 29' • \ 30.00'--Q a
CL v
i 00 > rn
�°
c1
2955 0o d
Oca
00
O '0 ti0� cue 5"� F\`o. \ (o
N >° O° 00 'p° '�S / O
o ti0� cSe
`fir �2 00 > n
v •� p 35 2 o -C �5°' b / / N
\ / / o
Ln
N
o N 6 10 2+c''` 259 •� I w
1I
00 00 �0 s 3
'b50- -51 \ / 2 ' o
00.00
X x
OQ 62°° O >� d 1$°° E 00 �j86 s3> o
- , oQOM 2 �O 5 00 °° OG � (�` 10
TRACT C-1 p� p co N a1 6Lo0
27.030 Acres,21$O
C
more Or less �_-- -i�c C3 �g Cdo �� TRACT D-1
C10 N
u 11.934 Acres, w
Ly C5\c. �b \ more Or less
• O n
1.00
B A S I S 0. F00 62000'00" W 1 C7.t�0' �\ Qy 0 o
B E A R I N G S cc in
The bearing for the east boundary line M ' w
of the Northwest quarter of Section 27 C4
equal Cruse & Nelson's bearing of Mo N 0 T I C E 30
South 00'15'36" East for the same w This is a Maior Plat subdivision Survey and as such 1
line as shown on the FHA, U.S.D.A. is not intended to show, nor does it purport fe show, o
property survey found under Kittitas m o
County's Auditor File No. 199702200014 N
all easements and encumbrances.
This survey was prepared for the exclusive use of
0
o the person., persons, or entity named in. the
N Dedication hereon. Said certificate
does not extend to any unnamed person without
..... an expressed recertification by the Surveyor
naming said person, s
i �
i
................. ... ........ S 89'59'31" W 458.28' .........•
--- - _-. ._..................� ..To West /a Corner N 89'59'31" E 2643.42'.....................................................................1111.....................
S 38'14'18" W 423.13' S 89'59'31" W 42.16'
September, 2016
■ 5/8 – inch aluminum surveyor s cap monument
stamped 'Kittitas County' found September, 2016
® 2 – inch brass cap monument stamped IS 12491'
grouted in a 2–inch pipe set in a monument case,
found July, 2019.
5/8 – inch iron pin with surveyor's cap stamped '12491'
monument found September 2016
8 5/8 – inch iron pin with surveyor's cap stamped '18092'
monument found September 2016
5/8 – inch iron pin with no surveyor's cap monument
found September 2016
❑ 1 – inch iron pin with no surveyor's cap monument
found September 2016
5/8 – inch iron pin with surveyor's cap stamped '12491'
property corner monument found July 2019
Railroad spike monument found September 2016
5/8 – inch iron pin with surveyor's cap
marked "LS 49273" monument set July 11, 2017
5/8 – inch iron pin with surveyor's cap marked
"LS 12491" monument found February, 2019
O Calculated point only
– no monument found or set
( ) Previously recorded information from Preston
Short Plat, Short Plat A-22, and shown on drawing
as 'Kittitas Co. Short Plat No. 77-12',
as found under Kittitas County's AFN 418140
[ ] Previously recorded information from Record of
Survey drawing as found under Kittitas County's
AFN 199702200014
< > Previously recorded information from Record of
Survey drawing as found under Kittitas County's
AFN 199702200014
] [ Previously recorded information from Record of
Survey drawing as found under Kittitas County's
AFN 199702200014
> < Previously recorded information from Statutory
Warranty Deed found under Kittitas County's
AFN 416766
Note – See Sheet 3 of 4
(� Center of
Section 27
INSTRUMENT USED
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090
INDEXING DATA
S27 =1 R! 8E
ENGINEERING & SURVEY
A TERRA DEVELOPMENT SERVICES CORPORATION
1328 E. Hunter Place, Moses Lake, Washington
T:(509)765-1023 F:(509)765-1298
Services In Washington and Idaho
LCU
Surveyed by LMH
Drawn by Tml/ FCS
Checked by FCS
RADIUS
DELTA
ARC
TANGENT
CHORD BEARING
CHORD
Ci
Receiving o . ................L . .
90°29'39"
248.03'
158.40'
S
45'14'49"
W
cc3.04'
C2
470.00'
28°00'00"
229.69'
117.18'
PF -19-00004
ME
E
227.41'
C3
20.00'
60°00'00"
20.94'
11.55'
S
58°00'00"
F
20.00'
C4
50.00'
LP -07-00031
300°00'00"
418.88'
S
,
W
80.00'
=0.00'
60°00'00"
20.94'
11.55'
N
F r -i i- T f 1'
!
's F
.. - t3.
° 14 1, �
?i i
- Y w
f 1 �'
T-! F'1?T, :'-i
>� � ;} r j £-q 3 d"� � �
�'1.V
_ 3 4 z i'i
�3
'� - 6 - t B`Vi` _ !-5 i e'
_ :-i - �'= ; ,- ' �` €-� 8 � g _ S� �;' � � '��&` ��.;'�
'�
.^3 S l.i ivTue:�
A$P I.`s
/Fy' i.i g'
Aii i::
i,=_
fk
i...%i;ti3?li ,f�•ds .moo:
i.}L� L°..ii
-. €: _='.tea=i1. .m. ->'i :a .a .a*i._i .sj - .�:i•
�I
90°29'39"
342.79'
218.92'
S
COUNTY, �AAtis�INU'T'€�N
W
308.26'
.
90°29'39"
Ai.
186.66'
S
45°14'49"
D E T A I L A'
Scale: 1" = 1'
.........................................\.......................................................................... O R I G I N A L
\ P R O P E R T Y D E S C R I P T I O N
9
g Tract C and Tract D of the Palomino Fields Plat - Division II as
\ recorded in Book 13 of Plats. Pages 23 through 29: as recorded
\ oo under the Kittitas County Auditor's File Number 201-Or^2 0"4.
\ ODs
9
i F
\ us
S 89'45'28" E 377.69' \\'�� S 89°45'28" E 940.13'
To NW 1/16 Corner 9 To CN 1/16 Corner
•
............. To NW 1/16 Corner..... ..0.
/ ' .......\............. To CN 1/16 Corner..............
S 89°45'28" E 377.12' \ S 89.45'28" E 940.70' G E N E R A L N O T E S
\s
S 89'45'28" E 0.57' \9° 1. As Per RCW 17.10.140. landowners are responsible for the
s oo controlling and preventing the spread of noxious weeds.
\ o Accordingly, the Kittitas County Noxious Weed Board recommends
\0, immediate reseeding of areas disturbed development to preclude
\\F the proliferation of noxious weeds.
£\Q 2..Construction of access improvements will require obtaining an
\,Q access permit from the Department of Public Works. All access
\ improvements shall be completed in accordance with current
Kittitas County Road standards prior to issuance of a building
9 occupancy permit for any proposed lots.
................................................................................................................• '
C U R V E
3. An easement of ten feet in width is reserved along all parcel
lot lines. The ten foot easement shall abut the exterior plat
boundaries and shall be divided five feet each side of the
interior lot lines. Said easement shall be for public utilities,
gas, irrigation, and cable television.
4. Subdivision Guarantee No. 72156-46840372, as provided by
Chicago Title Insurance Company. All easements from said
Subdivision Guarantee have been reviewed, those with a plottable
location have been shown on face of plat.
W A T E R N 0 T E S
On February 6, 2017 Chicago Title and Ellensburg Water Company
were contacted to find any information regarding the location and
ownership of the "Town Ditch". At that time both entities were
unable to provide any information to said ditch. The Ellensburg
Water Company believes there is at least a prescriptive easement
for said ditch but we do not have any documentation to prove this
or even define said ditch other than the surveyed location shown
on this survey.
T A B L E
CURVE
RADIUS
DELTA
ARC
TANGENT
CHORD BEARING
CHORD
Ci
157.04'
90°29'39"
248.03'
158.40'
S
45'14'49"
W
cc3.04'
C2
470.00'
28°00'00"
229.69'
117.18'
S
14°00'00"
E
227.41'
C3
20.00'
60°00'00"
20.94'
11.55'
S
58°00'00"
F
20.00'
C4
50.00'
300°00'00"
418.88'
S
62°00'00"
W
80.00'
=0.00'
60°00'00"
20.94'
11.55'
N
02'00'00"
E
20.00'
28°00'00"
259.01'
132.14'
S
14'00'00"
E
256.44'
`4'
90°29'39"
342.79'
218.92'
S
45°14'49"
W
308.26'
.
90°29'39"
295.41'
186.66'
S
45°14'49"
W
265.65'
C9T
500.00'
28°00'00"
244.35'
124.66'
S
14°00'00"
E
241.92'
C10
25.00'
90'00'00"
39.27'
25.00'
S
17°00'00"
W
35.36'
N 0 T I C E
This is a Major Plat subdivision Survey and as such
is not intended to show, nor does it purport to show,
all easements and encumbrances.
This survey was prepared for the exclusive use of
the person, persons, or entity named in the
Dedication hereon. Said certificate
does not extend to any unnamed person without
an expressed recertification by the Surveyor
naming said person.
P L A T
1. Existing thirty-foot
Right -of -Way.
2. Not used.
3. Not used.
4. Not used.
5. Not used.
N 0 T E S
(30.00') Kittitas County Rc.-:I
6. Found a 5/8 -inch iron pin N 17°22'22" E a distance of 0.76'
from the calculated position of the property corner.
7. Found a 5/8 -inch iron pin without surveyor's cap south a
distance of 0.3' from the calculated position of the property
line.
8. Land Corner Record for Section Corner is filed with the
Kittitas County Auditor's Office under the Auditor's File
Number 536434.
9. County road right-of-way as detailed on the Record of Survey
drawing filed in Book 22 of Surveys, Page 174, Kittitas
County Auditor's File No. 199702200014.
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INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 527 T13N R18E
WESTERN PACIFIC
ENGINEERING & SURVEY
A TERRA DEVELOPMENT SERVICES CORPORATION
1328 E. Hunter Place, Moses Lake, Washington
T:(509)765-1023 F:(509)765-1298
Services in Washington and Idaho
LCU,
Surveyed by LMH
Drawn by Tml/ FCS
Checkeby F
-
INC.
Scale 1"
Sheet 3
P: ;est ti.-.
N/A
of 4
1814F
S U R V E Y O R' S N A R R A T I V E
1. Historically two different locations of the north quarter
corner of Section 27 Township 18 North, Range 18 East. W.M.
have been used. In 1977 via the short plat recorded under
Kittitas Co. Auditor's File Number 418140, a monument was
set. Subsequently the monument was removed possibly due to
road reconstruction. In 1991 via the survey recorded under
Kittitas Co. Auditor's File Number 539177, a nail and washer
was set with a note that Kittitas Co. Public Works will set a
monument in a monument case with future road maintenance in
the vicinity. The location of these two monuments differ by
28.24 feet.
2. The 3—inch brass cap monument found at the intersection of
Reecer Creek Road and Bowers Road was held to establish the
north boundary of the northwest quarter of said section 27.
By holding this monument property on the north side of this
line had the fewest apparent negative impacts, while the
property immediately on the south side absorbed all the
decrease in size. In addition, most performed subsequent to
1991 have relied on this monument as the location of the
north quarter corner.
3. However, the 1977 monument location was held for the purposes
of locating the following three parcels:
Kittitas Co. Short Plat No. A-22 recorded under AFN
416140
Tract 1 of Statutory Warranty Deed recorded under AFN
201410160051
Tract 2 of Statutory Warranty Deed recorded under AFN
201410160051
In addition, other monuments and fence lines were used to
help confirm the boundaries of said Short Plat.
4. The west quarter corner of Section 27 recorded on said
Auditor's File Number 418140 was calculated. However, on an
adjacent survey to west, a 1-114 inch iron pipe was found and
accepted as said west quarter corner. During this survey
said 1-114 inch iron pipe was found and accepted as said west
quarter corner.
5. The county road right of way for Reecer Creek Road has been
defined differently by various plats along Reecer Creek Road.
After contacting Kittitas County and doing independent
records research we found no specific description of said
right of way other than the previously recorded plats.
Therefore with no other evidence, for this survey, the
centerline of the county road known as Reecer Creek was
defined in the northeast quarter of the northwest quarter of
said Section 27 as coincident with the east boundary of the
northwest quarter of said section. The said centerline
matches that of said Auditor's File Number 418140.
6. The remaining exterior property boundary lines are identified
on Sheet 1 of 4 as per the property description contained
herein. However, the owner of said property owns addition
adjoining property in this general area.
D E D I C A T I O N S
DEDICATION KNOW ALL MEN by these presents, CLE ELUM PINES WEST,
LLC, a Washington Limited Liability Company, do hereby declare
this plat and dedicate to the public forever all roads and ways
hereon with the right to make all necessary slopes for cuts and
fills, and the right to continue to drain said roads and ways
over and across any lot or lots, where water might take a natural
course, in the original reasonable grading of the roads and ways
shown hereon. Following original reasonable grading of roads and
ways hereon no drainage water on any lot or lots shall be
diverted or blocked from their natural course so as to discharge
upon any public road rights—of—way, or to hamper proper road
drainage. 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.
IN WITNESS WHEREOF, we have hereunto set our hands and seal this
......... day of ...................... A.D., 2020, CLE ELUM PINE
WEST, LLC., A Washington Limited Liability Company
.............................................
President
CLE ELUM PINES WEST, LLC
DEDICATION KNOW ALL MEN by these presents, CLE ELUM PINES EAST,
LLC, a Washington Limited Liability Company, do hereby declare
this plat and dedicate to the public forever all roads and ways
hereon with the right to make all necessary slopes for cuts and
fills, and the right to continue to drain said roads and ways
over and across any lot or lots, where water might take a natural
course, in the original reasonable grading of the roads and ways
shown hereon. Following original reasonable grading of roads and
ways hereon no drainage water on any lot or lots shall be
diverted or blocked from their natural course so as to discharge
upon any public road rights—of—way, or to hamper proper road
drainage. 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.
IN WITNESS WHEREOF, we have hereunto set our hands and seal this
......... day of ...................... A.D., 2020, CLE ELUM PINE
EAST, LLC., A Washington Limited Liability Company
.............................................
President
CLE ELUM PINES EAST, LLC
N O T I C E
This is a Malar Plat subdivision Survey and as such
is not intended to show, nor does it purport to show,
all easements and encumbrances.
This survey was prepared for the exclusive use of
the person,, persons, or entity named in the
Dedication hereon. Said certificate
does not extend to any unnamed person without
an expressed recertification by the Surveyor
naming said person.
A C K N O W L E D G E M E N T S
STATE OF WASHINGTON )
) SS
COUNTY OF ......... )
On this day ....... of ...................... A.D., 2020, before
me, the undersigned, a Notary Public in and for the State of
Washington, duly commissioned and sworn, personally appeared and,
to me known to be the president of CLE ELUM PINE WEST, LLC, and
acknowledged the said instrument to be the free and voluntary act
and deed of Said Corporation, for the uses and purposes therein
mentioned, and on oath stated that he (she) was authorized to
execute the said instrument and that the seal affixed is the
corporate seal of Said Corporation.
WITNESS My hand and official seal the day and
year first written.
............................. I...............
Notary Public in and for the State of
Washington,
residing at .................................
STATE OF WASHINGTON )
SS
COUNTY OF ......... )
On this day ....... of ...................... A.D., 2020, before
me, the undersigned, a Notary Public in and for the State of
Washington, duly commissioned and sworn, personally appeared and,
to me known to be the president of CLE ELUM PINE EAST, LLC, and
acknowledged the said instrument to be the free and voluntary act
and deed of Said Corporation, for the uses and purposes therein
mentioned, and on oath stated that he (she) was authorized to
execute the said instrument and that the seal affixed is the
corporate seal of Said Corporation.
WITNESS My hand and official seal the day and
year first written.
.............................................
Notary Public in and for the State of
Washington,
residing at .................................
g oK C. ,
F wa f \
~11
P a y
491 /a
AQJ
1
INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 527 T18N R18E
ENGINEERING & SURVEY
A TERRA DEVELOPMENT SERVICES CORPORATION
1328 E. Hunter Place, Moses Lake, Washington
T:(509)765-1023 F:(509)765-1298
Services in Washington and Idaho
LCU, INC.
Surveyed by LMH Scale 1" = N/A
Drawn by Tml/ FCS Sheet 4 of 4
Checked by FCS Project No. 18146
--T—
Receiving o. ........
. .... ...
fir
LPF 19-00004
=
LP -07-00031
-
_ ;
__-_-- —
--- -
_
EAST, W.M.
_
FA0111U
_
3
S U R V E Y O R' S N A R R A T I V E
1. Historically two different locations of the north quarter
corner of Section 27 Township 18 North, Range 18 East. W.M.
have been used. In 1977 via the short plat recorded under
Kittitas Co. Auditor's File Number 418140, a monument was
set. Subsequently the monument was removed possibly due to
road reconstruction. In 1991 via the survey recorded under
Kittitas Co. Auditor's File Number 539177, a nail and washer
was set with a note that Kittitas Co. Public Works will set a
monument in a monument case with future road maintenance in
the vicinity. The location of these two monuments differ by
28.24 feet.
2. The 3—inch brass cap monument found at the intersection of
Reecer Creek Road and Bowers Road was held to establish the
north boundary of the northwest quarter of said section 27.
By holding this monument property on the north side of this
line had the fewest apparent negative impacts, while the
property immediately on the south side absorbed all the
decrease in size. In addition, most performed subsequent to
1991 have relied on this monument as the location of the
north quarter corner.
3. However, the 1977 monument location was held for the purposes
of locating the following three parcels:
Kittitas Co. Short Plat No. A-22 recorded under AFN
416140
Tract 1 of Statutory Warranty Deed recorded under AFN
201410160051
Tract 2 of Statutory Warranty Deed recorded under AFN
201410160051
In addition, other monuments and fence lines were used to
help confirm the boundaries of said Short Plat.
4. The west quarter corner of Section 27 recorded on said
Auditor's File Number 418140 was calculated. However, on an
adjacent survey to west, a 1-114 inch iron pipe was found and
accepted as said west quarter corner. During this survey
said 1-114 inch iron pipe was found and accepted as said west
quarter corner.
5. The county road right of way for Reecer Creek Road has been
defined differently by various plats along Reecer Creek Road.
After contacting Kittitas County and doing independent
records research we found no specific description of said
right of way other than the previously recorded plats.
Therefore with no other evidence, for this survey, the
centerline of the county road known as Reecer Creek was
defined in the northeast quarter of the northwest quarter of
said Section 27 as coincident with the east boundary of the
northwest quarter of said section. The said centerline
matches that of said Auditor's File Number 418140.
6. The remaining exterior property boundary lines are identified
on Sheet 1 of 4 as per the property description contained
herein. However, the owner of said property owns addition
adjoining property in this general area.
D E D I C A T I O N S
DEDICATION KNOW ALL MEN by these presents, CLE ELUM PINES WEST,
LLC, a Washington Limited Liability Company, do hereby declare
this plat and dedicate to the public forever all roads and ways
hereon with the right to make all necessary slopes for cuts and
fills, and the right to continue to drain said roads and ways
over and across any lot or lots, where water might take a natural
course, in the original reasonable grading of the roads and ways
shown hereon. Following original reasonable grading of roads and
ways hereon no drainage water on any lot or lots shall be
diverted or blocked from their natural course so as to discharge
upon any public road rights—of—way, or to hamper proper road
drainage. 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.
IN WITNESS WHEREOF, we have hereunto set our hands and seal this
......... day of ...................... A.D., 2020, CLE ELUM PINE
WEST, LLC., A Washington Limited Liability Company
.............................................
President
CLE ELUM PINES WEST, LLC
DEDICATION KNOW ALL MEN by these presents, CLE ELUM PINES EAST,
LLC, a Washington Limited Liability Company, do hereby declare
this plat and dedicate to the public forever all roads and ways
hereon with the right to make all necessary slopes for cuts and
fills, and the right to continue to drain said roads and ways
over and across any lot or lots, where water might take a natural
course, in the original reasonable grading of the roads and ways
shown hereon. Following original reasonable grading of roads and
ways hereon no drainage water on any lot or lots shall be
diverted or blocked from their natural course so as to discharge
upon any public road rights—of—way, or to hamper proper road
drainage. 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.
IN WITNESS WHEREOF, we have hereunto set our hands and seal this
......... day of ...................... A.D., 2020, CLE ELUM PINE
EAST, LLC., A Washington Limited Liability Company
.............................................
President
CLE ELUM PINES EAST, LLC
N O T I C E
This is a Malar Plat subdivision Survey and as such
is not intended to show, nor does it purport to show,
all easements and encumbrances.
This survey was prepared for the exclusive use of
the person,, persons, or entity named in the
Dedication hereon. Said certificate
does not extend to any unnamed person without
an expressed recertification by the Surveyor
naming said person.
A C K N O W L E D G E M E N T S
STATE OF WASHINGTON )
) SS
COUNTY OF ......... )
On this day ....... of ...................... A.D., 2020, before
me, the undersigned, a Notary Public in and for the State of
Washington, duly commissioned and sworn, personally appeared and,
to me known to be the president of CLE ELUM PINE WEST, LLC, and
acknowledged the said instrument to be the free and voluntary act
and deed of Said Corporation, for the uses and purposes therein
mentioned, and on oath stated that he (she) was authorized to
execute the said instrument and that the seal affixed is the
corporate seal of Said Corporation.
WITNESS My hand and official seal the day and
year first written.
............................. I...............
Notary Public in and for the State of
Washington,
residing at .................................
STATE OF WASHINGTON )
SS
COUNTY OF ......... )
On this day ....... of ...................... A.D., 2020, before
me, the undersigned, a Notary Public in and for the State of
Washington, duly commissioned and sworn, personally appeared and,
to me known to be the president of CLE ELUM PINE EAST, LLC, and
acknowledged the said instrument to be the free and voluntary act
and deed of Said Corporation, for the uses and purposes therein
mentioned, and on oath stated that he (she) was authorized to
execute the said instrument and that the seal affixed is the
corporate seal of Said Corporation.
WITNESS My hand and official seal the day and
year first written.
.............................................
Notary Public in and for the State of
Washington,
residing at .................................
g oK C. ,
F wa f \
~11
P a y
491 /a
AQJ
1
INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 527 T18N R18E
ENGINEERING & SURVEY
A TERRA DEVELOPMENT SERVICES CORPORATION
1328 E. Hunter Place, Moses Lake, Washington
T:(509)765-1023 F:(509)765-1298
Services in Washington and Idaho
LCU, INC.
Surveyed by LMH Scale 1" = N/A
Drawn by Tml/ FCS Sheet 4 of 4
Checked by FCS Project No. 18146