HomeMy WebLinkAboutLPF-20-00002 Palomino Division 3 Final Mylars(Not To Scale)
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1 KITTITAS COUNTY DEPARTMENT I
OF PUBLIC WORKS
EXAMINED AND APPROVED
This .Q .... day of ....... A.D., 2020.
Kittitas County Engineer
HEALTH DEPARTMENT
I HEREBY CERTIFY that the Palomino Fields
Plat - Division III, has been examined by me
and I find that the sewage and water system
herein shown does meet and comply with all
1 requirements of the County Health :Dept..
.�.� y of00V....Dated this aA.D., 2020.
............ . ..
i 74* '*un y Health Officer
CERTIFICATE OF PLANNING DEPT.
I HEREBY CERTIFY that the Palomino Fields
Plat - Division III, has been examined by me
and find that it conforms to the
Comprehensive Plan of the Kittitas County
Planning Commission.
1_4Yed this ....... Day of ....... A.D., 2020.
.:................................................................
Kittitas County Planning Official
CERTIFICATE OF TREASURER
i 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. 960972.
Dated this ....... Day of .................. A.D., 2020.
......................................................
Kittitas County Treasurer
CERTIFICATE OF ASSESSOR
1 HEREBY CERTIFY that the Palomino Fields
Plat - Division III, has been examined by me
and I find the property to be in an
acceptable condition for platting.
Parcel No. 96��0nn972. ``��
Ntd th0.Y
is .1.1..!( Day of 1�et!n A.D., 2020.
...............:...
Kittitas County Assessor
KITTITAS COUNTY
BOARD OF COMMISSIONERS
EXAMINED AND APPROVED this day of I
.......................................................... A.D., 2020.
BOARD OF COUNTY COMMISSIONERS
By.............................................................
Chairperson
II
ATTEST:
1
j m R E LAT
r-11111" T'I
X X -JA 7 1 D" IV TON
OF TRACT_ PALOMINO FIELDS PLAT DIVISION III
THE AN % OF SECTION 27, TOWNSHIP 1 NORTH, RANGE
WT9`11TTLA,q rOITi\ITV WACi4IT'1 CT0 \T
.3.11 .3 3 1 1 d-10 '..J 4,f - 1 I 1 1, 1 1 1 1" 1111 7 `A 1 V 1
16 IL 15
'b jrel 2 i !. -_ Rg°"9'36°' E 2613.60" — 2
°6��' BOO �Oo
100 -Year
Floodplain o
0 " W Boundary O� i�� o r�
0� ,0 53 5281.39' \�2 rn f
�S 00=00.100" E 5281.34' �` [N 89°29'42" W 2627.87] <S 89'52'48" W 2627.86':
S 89°30'21' E 2627.93' (N 8936'51 " W 2627.68') ...................................... N N I CID o N
21.•°`(
21 22 N 89'30'21 " W S' 02' 15'32" E 10.01 ' `n z Ln
28 81.27' 917.00' W. BOWERS ROAD'
N 87°55' 13" W' 28 - 3 - Inch brass cap 1313.96 396.96��' - _ ! <
N 02° 15'3 W 10.01 — 2�7
2614.19' monument stamped W 1/16 —
rN 817°54'16" W 'LS 14746' found Corner V3/ G� I AMENDED �•QLOMI�NO
2G1 4.20' i� September, 201 6 I - _ N 89°30'21 " W 84.15' I
RELDS PLAT e DIV. 0 �
=.. 02'15'3..2." E 310.40' — ..
_WL '
p ir) p o o o o S 02°39' 10" E 179.61' A
CID
-ol oocoo0� o� TR°�C�7°°° ��
O� in LO o 0 00
00 1 DD OQ//0S�00 �I ��
,� w �Q ,5 Z S 28°24'43" E 128.16' I °� N
�o z APPROXIMATE LOCATION OF w
o 4r TOWN DITCH / CANAL
cow ��)\� x -100 -Year �N `n
co O I tion a �� W D q Floodplain N in o
NN �o) ��W °°�O��o �� N �� \ �`o Boundary a)- o
0
Ln
O\ \ c0
�44�4 S 89°45'28" E 131' z C��� \� �/ \
1317.82' 3 N
n 7.82
— _ U_.._ ..,, .............................. \ a... -:S 89°45 28 E ...�. • w
III ° N ......1 ................... S 89'45'28" E 1317.82' ......... 309.58,' Q, O
III 4 / 16 NW 1/16 377.12....
I? • o
III Corner ( Z�\ CN 1/16
NeCeiving No . .................�
IPF - 20-0000'
I�p - 07-00031 �
00
18 EAST, W.M. 00
7-
N 0 T i C, E
This is a Major Plat and as such is not
intended to show, nor does it purport to show,
all easements and encumbrances.
B A S I S O F
B E A R I N G S
The bearing for the East boundary line of the
Northwest quarter of Section 27 equal Cruse &
Nelson's bearing of South 00'15'36" East for
the same line as shown on the FHA, U.S.D.A.
property survey found under Kittitas County's
Auditor File No. 199702200014
N CCorner Corner U'
CD 181.28' A U D I T 0 R' S C E R T I F IC A T E
c0 p �q 1
c-1 S 28°0000 E o
OO I Filed for record this ....... day of ........................ 2020, at
�� X21.80 oo0
, - o
......... M, in Book ........ of Surveys at Page(s) .............
CD
o
N MLn
under Auditor's File Number .............................. at the
co � o0 UnAC °C° O (
00
O W cN Nrequest of Western Pacific Engineering & Survey, Inc,Lo 0 PALOMINO
N
Ji
Ln Ln 0
�1`0 0� � jh 2JS N WQ� U �`� N
70 4°s S �- i 00 -Year N o" �I L in
z °� 6o Floodplain in o N °N' C�\ Qom, �' o 0 .o
�O 4� Boundary O o n v) �` �\ W 1 o Y o U
e�S 44r 0 z O O �, �� C3 w:l Z (n o
U7
hA 00 0o N i��® 3 4-
q\\O� tiS ° z V)Z Q0 t C4e �� 00 o
C � , W N �'
v �� 33 ASv «S 89°59' 1 4" W •I °;
7� 458.28'» . 0:I C:RS jS6' Gy r 458.28' i 0:1 U
West % Corner �' SO S 89°59'31" W 212.27'-
1.71
12.27' �s
N 89°59'31" E 1321.71' �� 62' 444.2 :I
28 27 — — _O 4_ 246.01
�1 1/4 - inch iron pin monument�. ........................ S 89°59'31 W 1321.71'
C -W 1 /1 6 g I: N 89'59'31 " E
•'.found September, 2016 0 o 0
Corner �f RACT D UNPLATTED �
S 38'14'18" 18" W ^ 42.16'
PALO/NO FELDS 188.88' 423.13'
PLAT e ®IIMo S� <<S 38'14'49" W
'6 '»
................................................. S 89°59'31 " W 2643.42' ......::..,.... 6. .............. 423.04
........................ I ��.
COWBOYS.
SO /Wu SOY So Po I L
NO 00 S U R V E Y O R S C E R T I F I C A T Eori ori �0)
S n I `o c0 `0
cd L6 I hereby certify that the Palomino Fields Plat - Division �S�� �° N N N N N
c00 cD cD o I III plat is based on an actual survey and subdivision of S�° RS, 92 �S� co C0 I w
N N N N Section 27, Township 18 North, Range 18 East, W. M. ; that the AS, >> , 92993 >>
� w � � distances and courses and angles are shown thereon >>., .33 3�� <� v � N O 00
correctly; that the monuments have been set; and lot and S or7
Ln o M N block corners staked on the ground. ��869• 77760 I in `n `n
innIn 9. 37. 66 -9 000
N- - -I 3,5 7,, .999' 000
0000, �gICK C. Sr I. '5 •, F, __\zMZ
0000
cn (n z Z �,� of wAs����� .. . ...... ...
Frederick C. Skinner, P.E. / P.L.S. 6R S
Washington Land Surveyor No. 12491EZI �6 �
28 27 7 z WESTERN PACIFIC ENGINEERING
- inch iron pin a ted_ o AND SURVEY, INC. 27
monument found 12491 Pioneer WayProfessional Center 10
o w ,
September, 2016 33 34 ��� �GiyR�a „� 1328 Hunter Place Railroad spike�34
S 89°31'51" E 2644.52' �IwAL LAND ,'t•°� Moses Lake, Washington 98837 monument found
.
[N 89°3 V' September, 20161'45" W 2644.63'1
.................................................................
County Auditor
...................................................................
Deputy County Auditor
300 150 0 300 600 9001
a
SCALE IN FEET
INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 S27 T18N 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, INC.
Surveyed by LMH Scale 1 " = 300'
Drawn by Tml/ FCS Sheet 1 of 5
Checked by FCS Project No. 18146
-YON I
PALOMINO FTELDQ TI)y A DT
x K_j _A�_ - - 7%
A PORTION OF
i
SEE SHEET 3 OOF 5 \ Q\
MARCH UNE
o
-0 \ �`
100 -Year �O
Floodplain \
Boundary \
D 9
30.00'
11
o
P.
__0
B A S I S 0 E
B E A R I N G S
The bearing for the East boundary
line of the Northwest quarter of
Section 27 equal Cruse & Nelson's
bearing of South 00'15'36" East for
A REFLAT F TRACT ®" 3 = F 1 1_41 - a
THE S OF T E i� a OF EG �0 �� �� � _� €� � $ �� � -� s1
l$ r �A a s �A � T��
k-, �-'
_
1_10.00
0 \
�� N ro2p - 87.21 ' . . .................. S 89°45'28" E 490_51f, ................_ ............
�,oe�-p� ^a 2 N 89.45'28" W 101.06'
6g 0 ° O
O'
it Oo�e•Op
�d (30 _ � j
2 /,,
i :is is 0 M a 1 o r Plat and as
\ \ su.ch is not .ntended to show.
nor does it p, rYort to show, I W
\ \ / all easements and encumbrances.
:
a=
777
O \
30.00' - c
N
9
(.0
• 9 \9 O \ I QO
cS \
0
\ I
3 0
00
Lf
w
/ o
the same line as shown on the FHA, \\ \ , / �`SJ, I 0
U.S.D.A. property survey found under
Kittitas County's Auditor File \9 \ p� I `
No. 199702200014 9
Ln
O ` V'\\\
CURVE DATA C5- � O
CURVE
RADIUS
DELTA
ARC
TANGENT
CHORD BEARING
AFN 199702200014
CHORD
C1
157.04'
90°29'39"
248.03'
158.40'
S
45°14'49"
W
223.04'
C2
470.00'
25°21'34"
208.02'
105.74'
S
12'40'47"
E
206.33'
C3
20.00'
60°00'00"
20.94'
11.55'
S
58°00'00"
E
20.00'
C4
80.00'
300°00'00"
418.88'
S
62°00'00"
W
80.00'
C5
20.00'
60°00'00"
20.94'
11.55'
N
02°00'00"
E
20.00'
C6
530.00'
28°00'00"
259.01'
132.14'
N
14°00'00"
W
256.44'
C7
217.04'
90"29'39"
342.79'
218.92'
N
45°14'49"
E
308.26'
CB
187.04'
90°29'39"
295.41'
188.66'
S
45°14'49"
W
265.65'
C9
500.00'
28°00'00"
244.35'
124.66'
S
14°00'00"
E
241.92'
CIO
200.00'
59°00'29"
205.98'
113.17'
S
57°30'14"
E
196.99'
C11
470.00'
2°38'26"
21.66'
10.83'
N
26°40'47"
W
21.66'
C12
470.00'
23°31'49"
193.02'
97.89'
N
13'35'39"
W
191.67'
C13
470.00'
1°49'44"
15.00'
7.50'
N
00°54'52"
W
15.00'
C141
233.00'
28°28'34"
115.80'
59.12'
1 S
16°53'27''
E
114.61'
C151
233.00'
1`28142"
6.01'
3.01'
S
31°52'05"
E
6.01'
C16
967.00'
4°11'43"
70.81'
35.42'
S
30°30'34"
E
70.79'
C17
512.52'
9°28'58"
84.83'
42.51'
S
23"40'14"
E
84.73'
C1B
512.52'
2"40'48"
23.97'
11.99'
S
17°35'20"
E
23.97'
C19
533.00'
9°03'14"
84.22'
42.20'
S
20°46'33"
E I
84.14'
M
\ O_°o O
I I -
I �p O i 00: Ia c
i 0c):3 O
N :\ rr)
D o -:0
W
C4 DO .
0)::
0 3LO
O:
C):
4_1
v
Cr
100 v0 0 100 200 300
SCALE IN FEET
' 3
. a=
- - - - - O 246.01 ' 212.27' -I 7' 01 �
C
T ��
821.2 � enter of
To West % Corner N 89.59 31 E 2643.42...........................................................................................................
N 89'59'31" E 42.16' Section 27
C O� o OY O RT LAT
Im
I'°ee..ce!VIr,a `+o. .................
i
IJRE 20-00002
LJIF) 07-00031 s s
aE s s
T G E N D
5/8 - inch iron pi.n, with surveyor s Ca---
mar
a
marked "LS 12491" monument set July ^27, 2020
® 3 - inch brass cap monument found
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
April, 2019
L� 5/8 - inch iron pin with surveyor's cap stamped '12491'
monument found September, 2016
® 5/8 - inch iron pin with surveyor's cap stamped '18092'
monument found September, 2016
QQ 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
■ Railroad spike monument found September, 2016
5/8 - inch iron pin with surveyor's cap marked
"LS 12491" monument found ???????, ????
O Calculated point only
- no monument found or set
( ) Previously recorded information from Preston
Short Plat, Short Plot 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 Palomino
Fields Plat - Div. II
drawing as
found under
Kittitas County's AFN 201 90521
001 4
> < Previously recorded
information
from Statutory
Warranty Deed found
under Kittitas
County's
AFN 416766
Note - See NOTES
- Sheet 4
of 5
Parent Parcel - Parcel boundary as contained
in 'PROPERTY DESCRIPTION AS RESULT OF
SURVEY'
INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Lets Standards Per
WAC 332-130-090 u27 118 R 8E
-�'' ESTERN 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, INC.
Surveyed by LMH Scale 1 " = 100,
Drawn by Tml/ FCS Sheet 2 of 5
Checked by FCS Project No. 18146
p
$��9 g'
00 4
0
1
n
iL
-,"A A
T X T
J !VII I i
A REPLAT
1 1 nu
P 10 T1
HE /4
Deceiving No . ............
'k T
T
L
LPF 20-0000'-> I�S AT JJ I V 1 U -IN LP 07-00031
n -F T HALO: FIELDS PLAT — DIVISION ill Cq
THS TRACT W 00
C T = 1(01'N 27 8 EAST, W.M.
N W x1/4 OF SE" TOWNSHIP 18 NORTH, RANGE 00
T n T
RA T - r, T
-Trl-'T I"A W A q a T J 30- T.0 N11
A iA IL �& A L �, 3. k_� %_J lI X _5 q T r L X K-11 X X 1. 14 %-A L %-IF _L It
28.24'
S 89*30'21 E 81.27'--1:1 ...... I ........ ...... N 8 9'3 W 917 . .. . . . . ............ ..........
U 21" .00'
W
396.96' -A 1_�7 E 10.01'
\A PA S 02 j2 '27:
S 02*15'32" E 30.03' W. BOWERS RD. 1.
O
S,2.7
71
N 89*,30'21" W 915.60' 0
-R
P S 02'15'32" E 10.01'
8.443
R/W - - - - R/w - - - - q/W F- -R/W - - - - R/W if - - - - ?;w - - - RI/ R/W - - -
Ln
Q 0 -Existing 40.00' Wide
County Road Right -
00
C) 00 -
LOT 11III of—Way Each Side
0.527 Acres
III III of Centerline
Ln -0
more or les 'S1 0�
1 -4-1
C14 OI I
Q0
182.84'
��: � '0 00
E 00
N 90*00,00" CMCCCCD PALAOM�NO r�) Q0
oo -------- ------ I 00N
---------- IL ---------
LOT 10N :13
LO
0.670 Acres,
more or less
DORELDS PLAT—V. Ln
I
0
0 V) CK)
C) CL Ln188.86z
' ......
(D ..... ........................... ...................................
lO
N 90-00'00" E I
I
__J_ --- — — — — — — — — — — — — — — — — — L0
LC) N 00*15'36" W 34.22'±--,/ N
LOT 9 1w�D >S 00*15'00" W 34.40'< 1 LO
'0 .
0 ;4LLJ N
0.680 Acres, 0 W
w_J Ln more or less Detail
- 00 See Sheet 4 of 5
0-)6
Ln 1 -0 0')
0
3- nI 30.00'__-l
N
0 195.92' 0 r I C I T)
0 0 1 r 0 3:
0 N 90*00'00" E 0
C)
0 35.37' z z
0
;� V) -0 LOT 8
Z cc
I0.686 Acres
Ln
more or less Ln
C6
POB 7 "
(N 90*00'00" E 230.85'.1.... . LJ
C E \TRACTA= D�VH
_J. C15�
a- 0 APPROXIMATE LOCATION OF
LOT 7
C� TOWN DITCH / CANAL Ln
I `Ln 0.741 Acres,
more or less 0
_C13
N 90'00'00" E 307.29'...... U Cr
0
CL, 1 A
01 e _00 Cn
o1NOI
e0 C14
-. cc -
141 2 (LD
Ld
v C
0
VON' NP
ox < cp. 0
in
%
O
613
k_1 \ 00 z \ 0� C)
\ \ °°O \ �; G� 1 .
V)
er �
V
<D
O�
30.00'
0 Ne
CiDD Y
0 0)
0�
.00 1`0
0
X�- 3:
e�' \
�A
\
0
!601 0s \ 9 \e
0'5e
(.D
C14
0)
01Q e
A
0
ol�
e, MATCH UNE
\ — . — — 30.00 �
-\(3 CL)
SEE SHEET OF 2 5
CP -.87.21'
0 ....... S 89*45'28" E 490.57' ...........................
\----— — — — — — — —
100 —Year \ 3z 0 0. 1
Floodplain N 89*45'28" W 101.06' 1
L— -- --- — — — — — — — — — — — — — — — —
Boundary 0� D
0 13
C I
30.00'
u,. C;
- n13
CCC , � \ . = o •'. �'. e T i .
V
:E
0
I
0
z
B A S I S 0 F
B E A R I N G S
The bearing for the East boundary line of the
Northwest quarter of Section 27 equal Cruse &
Nelson's bearing of South 00*15'36" East for
the same line as shown on the FHA, U.S.D.A.
property survey found under Kittitas County's
Auditor File No. 199702200014
N 0 T I C E
This Is a Major Plat and as such is not
intended to show, nor does it purport to show,
all easements and encumbrances.
100 50 0 too 200 300
SCALE IN FEET
INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 S27 T18N R18E
WESTERN rACIFIC
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 Tmll FCS
Checked by FCS
INC.
Scale 1 100,
Sheet 3 of 5
Project No. 18146
0
P A L 0
A U
M.11L
A RERLAT
A P ORTION OF THE S OF
fIVI S 10 N
9
OF TRACT
'A' , PALOMINO FIELDS FLAT - DIVISION III
THE NW OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 EAST, W.M.
' T TTTT t� � (`" T TNTT_% A gTTTNTC( Ti;NT
311 i 3 1 1 1 >e-%%--,/ %_0 '�J 1 14 A 'i , P i 1 1 K-1 1 3 11 ® %.-A 1 i..® 1 °i
Detail 'A'
r - - - - - - - - - -- (Scale: 1" = 100')------------1
3 2.8 1 32.84' I
N 0 T E S
I
I ♦ 40 1. Existing thirty-foot ('50.00') Wide Kittitas County Road
I 05 i Right -of -Way.
I
' 30.04' I 2, The short plat name is shown on top of the short plat
I - I developed by Mr. Leroy J. Preston in November, 1977, to be
I coop + 322.-10' I "KITTITAS CO. SHORT PLAT NO. 77-12 but the County refers
N N I to this same short plat as "SHORT PLAT A-22". Said plat is
I r on-) I I filed under the Kittitas County Auditor's File Number as
I J I 418140.
I
w w Q.
is I 3. Tract i as described in the property description as listed as
°1 n not n -F i {-io 9 Property
} y
bez::g a per: io: o Trac 1 of the Original ro ere
LO S 02'39'1 ." E 179.72' Description as shown on Sheet 5 of 5.
;Irate � S 02° 39' 1 0" E 179.72'
CN
I0 0�o ATract 4 as described in the property description as listed as
0;0 .,� � being a portion of Tract 4 of the Original Property
33.00' I Description as shown on Sheet 5 of 5.
I Variable Width
5. Tract 5 as described in the property description as listed as
being a portion of Tract 5 of the Original Property
I r. ,�-APPROXIMATE I Description as shown on Sheet 5 of 5.
LO CATMN
Found a 5/6 - inch iron pin N 17°22'22° E a distance of 0.76'
I \
OF TOWN from the calculated position of the property corner.
e
Ij1TCI-3/"CANAL
I \ I Found a 5/8 - inch, iron pin without surveyor's cap south a
I S 32°36'26" E I distance of 0.3' from the calculated position of the property
I 182.89' I line.
Existing
I 8. Land Corner Record for Section Corner is filed with the
Canal Banks Kittitas County Auditor's Office under the Auditor's File
Variable Number 536434.
e
� \ ��� •° � Width
9. Land Corner Record for Section Corner is filed with the
I � ��� J' �� I Kittitas County Auditor's Office under the Auditor's File
\C�
Number 199912150012.�- sem,
10. Land Corner Record for Section Corner is filed with the
Kittitas County Auditor's Office under the Auditor's File
Number 199912150013.
Id's �S �'� 11_ A thirty-foot (30.00') wide County Road Right -of -Way
cP° 0aQ0 \ Easement dedicated via Palomino Field Plat - Division II as
recorded.
{` a\�iv�o� \\ 12. County Road Right -of -Way as detailed on the Record of Survey
��qo \ drawing filed in Book 22 of Surveys, Page 174, Kittitas
v \: n�
County Auditor's File No. 199702200014
00 \\ 13. A one hundred -foot (100') wide set - back line measured from
,0 \\ east bank edge of Currier Creek
i � ��'� � •' n • . �r<`°�a�,s °�
a
�--S 25°18'10" E 15.77'
J S 25' 1 8' 1 0" E 15.77' �
0
............ S 89'45'2 725.04' ............. •64.49' •"S 89'45'28" E 490.57'..®
NW 1/16 Corner A CN 1/16 Corner'
N 89'45'28'7 W 101 .06'
� N 89'45'28" W 1 01 .06' �
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
>LTRVE DATA
CURVE
RADIUS
DEL i;
ARC
TANGENT
CHORD BEARING
CHOLD21
C 19
333.00' ,
9603' 14 (
84.22'
42.20 I
S
20'46'33"
E '
84.14'
C20
200.00'1
29'57' 16"j
104.56'
53.50
S
17°37'48"
E
103.37'
J200.00'F
€29'57'16"f
J104.56'
53.50'
�S
17'37'48"
EJ
€103.37'
C21
1000.00'
4'11'43"'
73.22'
36.63'
S
30'30'34"
E
73.21'
1000.00'
X4`11'43"�
73.22',
36.63'J_4S
30'30'34"
EJ
�73.21'�
C22
545.52'
12°09'47'°
1 15.80'
58.12'
S
22' 19'49"
E
1 15.59'
2545.52'
f12°09'47"f
15.80' -1
<58.12'�
gS
22' 19'49"
E
'1 15.59'#
C23 `
500.00'
9`03' 1 A "I79.0
i ' i
39.59'
S
20'46'33'
E
78.93'
j
J500.00'll
X9'03'14"�l
79.01'
139.59' �
�S
20'46'33"
E
X78 93' �
N 0 T I C E
ReC01-V;na No... -,°•..........°.
TJPF 200000'_1
LP - 07-00031 04
00
S U R V E Y 0 R' S N A R R A T I V E
1. Historically two different location 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 do 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 416140 was calculated. However, on an
adjacent survey to west, a 1-1/4 inch iron pipe was found and
accepted as said west quarter corner. During this survey
said 1-1/4 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 laic
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 5 as per the property description contained
herein. However, the owner of said property owns addition
adjoining property in this general area.
This is a Major Plat and as such is not
intended to show, nor does if purport to show,
all easements and encumbrances.
glCx C. S N
W AS�'r�'��
� o
Z
LAIC
INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 S27 T18N R18E
�
�'TESTERN 'ACIFIC��
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 5
Checked by FCS Project No. 18146
0
0
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0
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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
Tract 'A' of the Palomino Fields Plat - Division TI as recorded
in Book 18 of Plats, Pages 23 through 29. as recorded under the
Kittitas County Auditor's File Number 201905210014.
G E N E R A L N 0 T E S
1. As per RCW 17.10.140. landowners are responsible for
controlling and preventing the spread of noxious weeds.
Accordingly, the Kittitas County Noxious Weed Board recommends
immediate reseeding of areas disturbed development to preclude
the proliferation of noxious weeds.
2. Construction of access improvements will require obtaining an
access permit from the Department of Public Works. All access
improvements shall be co oleted in accordance with current
Kittitas County Road standards prior to issuance of a building
occupancy permit for any proposed lots.
The maximum grade for the driveway approach(s) shall not
exceed ten percent (10%). Grades exceeding ten percent (10%)
.dill be subect to additional mitigation requirements (Refer
to KCC 12.04.060 Table 4-4b).
Maintenance of the access is the responsibility of the
property owners who benefit from its use.
4. An approved access permit will be required from the Department
of Public Works prior to creating any new driveway access or
performing work within the county road right-of-way.
5. Any further subdivision or lots to be served by proposed
access may result in further access requirements. See
Kittitas County Road Standards.
y. A public utility easement 10 feet (10,00') in width is
reserved along all lot lines. The 10 foot easement shall abut
the exterior plat boundary and shall be divided 5 feet on each
side of interior lines. Said easement shall also be used for
irrigation.
The entire private road shall achieve ninety-five percent
(95%) compaction based upon the standard test method for
laboratory compaction method ASTM Designation D1557 using the
standard test method for in-place density and water content of
soil and soil -aggregate by the nuclear method ASTM D6936 and
shall be inspected and certified by a qualified technician
working under the direct supervision of a licensed engineer
licensed in the State of Washington specifying that the road
meets or exceeds current Kittitas County Road Standards prior
to the issuance of building permits for this plat.
B. Kittitas County will not accept private roads for maintenance
as public streets or roads until such streets or roads are
brought into conformance with current County Road Standards.
The requirement will include the hard surface paving of any
street or road surfaced with gravel.
W A T E R N 0 T E S
On February B, 2017 Chicago Title and Ellensburg Water Company
were contacted to find any information regarding the location and
ownership of the "Town Ditch". AL that time both entities were
unable to provide any information to said ;ditch. the Fliers.burg
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.
D E D I C A T I O N S
DEDICATION KNOW ALL MEN by these presents that 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 or 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
3K... day of. (u�!?-%'�.f3.�2:.., A.D., 2020, CLE ELUM PINE
WEST, LLC., A Washington Limited Liability Company
President
CLE ELOM PINES WEST, LLC
DEDICATION KNOW ALL MEN by these presents that 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 rightto 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
3 ... day of. iii ,w. b.1'r.12..... A.D., 2020, CLE ELUM PINE
EAST, --LLC., A Washington Limited Liability Company
G� '
.............. /P
President
CLE ELUM PINES EAST, LLC
N 0 T I C E
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 nycw�f3c/ ........... 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 w �ttn.
�`��gSIOAy FSA,
Notary P_ lic in and for the State c
v01ARy 9m Washington,
N `
p('13LI( residing at .. C. -A ............ .. . .
\^\ USER OC)
_ ER C?
STATE OF WASHINGTON )
SS
COUNTY OF
On this day .... of Q. l '. 1.... ....... 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.
This is a Major Plat and as such is not
intended to show, nor does it purport to show,
all easements and encumbrances.
WITNESS My hand and official seal the day and
REE /(, year first written.
Sslo;v /1
+� �� ✓� ...........................
%01ARf, m Notary Public in and for the State of
• — U) Washington,
Lic _
residing at ... ................
jVvh}n(�`UU 2'BER
INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 I S27 T18N P18E
��'TESTERN 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,
AAT
� �
� VAm
c
Receiving INO. ...........?......
I.T�F — 20-00®®'-
Scale 1 " =
� Eli L�_��
�
�
Sheet 5 of
TRAM "� 'AT
OMIN�
I E L D S FLAT
DIVISION III
IT — 07-00031 r`
�v
TNW
/ OF
SEC- -I N
27, TOWNSHIP 1
NORTH, RANGE
18 EAST, W.M. 00
'TTTTT0TTNTV
STA ®' TNT (T0N
X i 1 i 1 1 1 A"
V% -,A %.1 1 1 1 .1 4
i 1 1 1 i_J 1 1 -&,L 11 9_.1 1 %-.#..L R
Tract 'A' of the Palomino Fields Plat - Division TI as recorded
in Book 18 of Plats, Pages 23 through 29. as recorded under the
Kittitas County Auditor's File Number 201905210014.
G E N E R A L N 0 T E S
1. As per RCW 17.10.140. landowners are responsible for
controlling and preventing the spread of noxious weeds.
Accordingly, the Kittitas County Noxious Weed Board recommends
immediate reseeding of areas disturbed development to preclude
the proliferation of noxious weeds.
2. Construction of access improvements will require obtaining an
access permit from the Department of Public Works. All access
improvements shall be co oleted in accordance with current
Kittitas County Road standards prior to issuance of a building
occupancy permit for any proposed lots.
The maximum grade for the driveway approach(s) shall not
exceed ten percent (10%). Grades exceeding ten percent (10%)
.dill be subect to additional mitigation requirements (Refer
to KCC 12.04.060 Table 4-4b).
Maintenance of the access is the responsibility of the
property owners who benefit from its use.
4. An approved access permit will be required from the Department
of Public Works prior to creating any new driveway access or
performing work within the county road right-of-way.
5. Any further subdivision or lots to be served by proposed
access may result in further access requirements. See
Kittitas County Road Standards.
y. A public utility easement 10 feet (10,00') in width is
reserved along all lot lines. The 10 foot easement shall abut
the exterior plat boundary and shall be divided 5 feet on each
side of interior lines. Said easement shall also be used for
irrigation.
The entire private road shall achieve ninety-five percent
(95%) compaction based upon the standard test method for
laboratory compaction method ASTM Designation D1557 using the
standard test method for in-place density and water content of
soil and soil -aggregate by the nuclear method ASTM D6936 and
shall be inspected and certified by a qualified technician
working under the direct supervision of a licensed engineer
licensed in the State of Washington specifying that the road
meets or exceeds current Kittitas County Road Standards prior
to the issuance of building permits for this plat.
B. Kittitas County will not accept private roads for maintenance
as public streets or roads until such streets or roads are
brought into conformance with current County Road Standards.
The requirement will include the hard surface paving of any
street or road surfaced with gravel.
W A T E R N 0 T E S
On February B, 2017 Chicago Title and Ellensburg Water Company
were contacted to find any information regarding the location and
ownership of the "Town Ditch". AL that time both entities were
unable to provide any information to said ;ditch. the Fliers.burg
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.
D E D I C A T I O N S
DEDICATION KNOW ALL MEN by these presents that 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 or 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
3K... day of. (u�!?-%'�.f3.�2:.., A.D., 2020, CLE ELUM PINE
WEST, LLC., A Washington Limited Liability Company
President
CLE ELOM PINES WEST, LLC
DEDICATION KNOW ALL MEN by these presents that 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 rightto 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
3 ... day of. iii ,w. b.1'r.12..... A.D., 2020, CLE ELUM PINE
EAST, --LLC., A Washington Limited Liability Company
G� '
.............. /P
President
CLE ELUM PINES EAST, LLC
N 0 T I C E
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 nycw�f3c/ ........... 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 w �ttn.
�`��gSIOAy FSA,
Notary P_ lic in and for the State c
v01ARy 9m Washington,
N `
p('13LI( residing at .. C. -A ............ .. . .
\^\ USER OC)
_ ER C?
STATE OF WASHINGTON )
SS
COUNTY OF
On this day .... of Q. l '. 1.... ....... 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.
This is a Major Plat and as such is not
intended to show, nor does it purport to show,
all easements and encumbrances.
WITNESS My hand and official seal the day and
REE /(, year first written.
Sslo;v /1
+� �� ✓� ...........................
%01ARf, m Notary Public in and for the State of
• — U) Washington,
Lic _
residing at ... ................
jVvh}n(�`UU 2'BER
INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 I S27 T18N P18E
��'TESTERN 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,
INC.
Surveyed
by LMH
Scale 1 " =
N/A
Drawn by
Tml/ FCS
Sheet 5 of
5
Checked
by FCS
Project No.
18146