HomeMy WebLinkAboutLPF-21-00008 Palomino Fields Div 7 Signed Mylars (2)�Il ITY ��IT��
(Not To Scale)
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33 �� UNI�ERSIWA ¢34
KITTITAS COUNTY DEPARTMENT
OF PUBLIC WORKS
EXAMINED AND APPROVED
This .A. day of ... "TLtLSGR .... A.D., 2021
s. ................................
K' titas County Engineer
Itm, 14 63 oil
I HEREBY CERTIFY that the Palomino Fields
Plat - Division VII, has been examined by mi
and I find that the sewage and water system
herein shown does meet and comply with all
requirement of the County Health Dept.
Datec,yl Day of a . A.D., 2021.
CERTIFICATE OF PLANNING DEPT.
I HEREBY CERTIFY that the Palomino Fields
Plat - Division VII, has been examined by me
and find that it conforms to the
Comprehensive Plan of the Kittitas County
Planning Commission.
Dated this tj!�Day of Wit.*Cr A.D., 2021.
.. .. ... V- ....................
Kittit ount� Planni 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 961599.
Dated this ....... Day of .................. A.D., 2021.
PALOMINO FIIELDS �j ��' DIVISION
SN � �eceivinLPFo
21-00008
jLP-07-00031 f
A REPLAT OF TRACT `E', PALOMINO FIELDS PLAT — DIVISION IV 00
A PORTION OF THE NW 1/ OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 EAST, W.M. aj
KITTITAS COiJiV T r , VVASHIiv G I UiN
v
16 15 — — — 15
S 89'49'36" E_2613.60'
<`e1.21 2 N 00'00'53" W 5281.39' €S 00'00'00" E 5281.34' 22
C� 'o$ on°.�j'• <S 89.52'48" W 2627.86'>
oA. ..............S 89'30'21" E 2627.93' (N 89'36'51" W 2627.68') [N 89'29'42" W 2627.87'] ..............................
210- .•' 21 :'22 ........ S 89'30'21" E 1313.96".-x: ..... 89'30'21"E 1313.96' B A S I S O F B E A R IN G S
>(�iE-•j -= 1 131 .51 ' 57 7 _ _ 00, 22
r �'S
_ 9.42' 917.
28 2S W 1/16 Corner'. N 9 W 915.6Q =fit The bearing for the East boundary line of the
-82. L — — 27 i Northwest quarter of Section 27 equal Cruse &
3 - Inch brass cap : L24 —
=N monument stamped III CLW BOWERS RD. ` I 0" Nelson's bearing of South 00'15'36" East for the
LU
t LS 14746' found o o some line as shown on the FHA, U.S.D.A, property
to ° September, 2016 3I °� F� 1 '-� ���® _ I o survey found under Kittitas County's Auditor File
N N : in O ® ,, �,,,_ J� ,L_ No. 199702200014
O N A
oo ® t 100 -year �°ao
Ln` �ti� ; , Floodplain
mol G44,: ;•' QG Z Boundary line I")��
00 00 n
4VOG44..
Z w ��4:`.` wLO
ti��: v N A U D I T 0 R S C E R T IF I C A T E
N "_ - O `'<, "¢' . 'LOT LOT
o� p 4•'
_•_
q4 2 1 - - - ` ���Q a Filed for record this ....... day of ........................ 2021, at
00 m Ln
o �q o4.•..•'' :'LOT O 0 0
N N o .••LOT 3 �� �n SHORT PLAT I � 0 0o M, in Book ........ of Plats at Page(s) .............
A —�o under Auditors File Number ................................... at the
'LOT / 2
5 / ®® in request of Western Pacific Engineering & Survey, Inc.
o n OS 1 00.00' ':' N
b N N 1/16 r gT �� / �® uni
0o ;'LOT �1 30.00= o........................................................................
Corner
7' ®� < �� N County Auditor
O S 89'45'28"E
S " 89'45'28 E • r w
1317.82�� / N 317.8 .
rn C14 IN .' •. .•' 'LOT I� W 1/16-4' , / 1 CN 1/16
00
Cor er
�' TRACT'G' :'• Corner
O- PALOMINO FIELDS
a0 `LOT :•. O Deputy County Auditor
9 _ \ %
N N DIV. IV in/
3 w :LOT �0 'T . q Z
rQ 10 tn (j6
LOT 0�N7
®/ ��, ��/
r)
0 o op uw s LOT \ z �� ���� �� a S U R V E Y O R S C E R T I F I L A T E
%51 12 LOT
�Z ^o RS 13 d i i ��7- \ ��> w w This map correctly represents a survey made by me or
o � �� LOTCoA / w under my direction in conformance with the requirements
o o F 14 L� i �� i � � \ � � X M of the Survey Recording Act at the request of Mr. Pat
M
00 I 656 G� �� I in N Deneen, in January, 2021.
. ZTt7J �� ®�cy o 0
:.•' 100 -year 0 L L to aai �Og1RAv .
\ TR:ACT 'L'
i �� \ PA OMBNO FIELDS v7 w a , 1
Floodplain O� of
Boundary line �9p \ / DIV. IV `0 4ti �r� v `t��� ................. .
. 3 RICK NORMAN SKINNER, P.L.S.
� z x Washington Land Surveyor No. 43619
c WESTERN PACIFIC EN6INEERIN6
TRACi'J' 6 ii 36190 AND SURVEY, INC.
O28 PALOMINO FIELDS 7 GrsTEri Pioneer Way Professional Center
West /a Corner 108.83'--] 560, 821.27' DIV. IV 458.28' Aj �rID �� 1328 Hunter Place
28 27-------E-- O — ® Moses Lake, Washington 98837
S 89'59'31'E 1321.71' -W 1,/1
..........\.I,•..... ..................
/ S 89'59'31" W 1321.71'
i 1 1/4 - inch iron pin monument Corner 0 42'14 0
found September, 2016 ��'66 1b
..................................................................
Kittitas County Treasurer 9�
CERTIFICATE OF ASSESSOR
M I HEREBY CERTIFY that the Palomino Fields 7 co
a Plat - Division VII, has been examined by me
and I find the property to be in an v) I ,- -
/ acceptable condition for platting. N N N N
Parcel 961599. w 3 3
Dated this .(R:!. Day of Pte... A.D., 2021. � o
o tn�MN
a
/ e N r) rl
'^ Kitt s Count ssessor 0 o b b
N KITTITAS COUNTY o 0 z z
BOARD OF COMMISSIONERS
u EXAMINED AND APPROVED this .............. day of
0
a
.............................................. I........... A.D., 2021. 1 - inch iron pin 28 27
monument found
BOARD OF COUNTY COMMISSIONERS September, 2016 33 34
By............................................................. S 89'31'51" E 2644.52'
Chairperson [N 89'31'45" W 2644.63']
ATTEST:
..................................................................
Clerk of the Board
L I N E L E G E N D o `'SCOWBOY S. P. 11 � o�
Parent Parcel CrS A I
Lot Line L Sou N N N N
Sj. S 17r6 3 w 3
--- Section Subdivision RS
71. �,` V 'n N 00 00
---- Right -of -Way Centerline SLS 90. � 9 9�'9 I in LO In
3
000
-- Surrounding Plat Lot Line 69 �i�6,. 2933.5 i 000
Rs, F ZwZ
Assumed Creek Boundary Line �Y 26 OI
26RRgs
.................... Dimension Line R 2'
65�
—• — Assumed Centerline of 27
Town Ditch/Canal
10
Railroad spike --,K 34
monument found
300 150 0 300 600 900 September, 2016
SCALE IN FEET
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)765-1023 F:(509)765-1298
Services ;n Washington and Idaho
LCU, INC.
Surveyed by LMH
Drawn by Tml/ FCS
Checked by RNS
Scale 1" = 300'
Sheet 1 of 5
Project No. 18146
SIN "S
PLAT ISIWN V11
A REPLAT OF TRACT 'E', PALOMINO FIELDS PLAT tl-- DIVISION IV
A PORTION OF THE NW I/4 OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 EAST, W.M.
ITTITSCOi1 `VSHIVGTOVAAUNY,YA
100 50 0 100 200 300
SCALE IN FEET —
L I N E
_.. S'.89'30'21" E 579.42'... .__......._... _..
�0 182.45' I 396.96' O L
L E G E N D 2
TRACT L23.
Parent Parcel \/z
4.936 AcresLot Line more c r less G^
Section SubdivisionRight—of—Way Centerline
O
Surrounding Plat Lot Line i \v
Assumed Creek Boundary Line( 0. ® —
• I .
Dimension Line A0'
Assumed Centerline of
Town Ditch/Canal
.o
O�
16.51
OG •c�, ,o
4ZO
44 04 �^ °°O
V r
'' S 47.59'30" E
~J/1. 115.20'
ao�.:'
wry' R
61
Y. o
SAS• e S'
7 oh
I
rA
LOT 1
31,648 Sq. Ft.
More or less
t
>>. �
0' LOT 3
p�:.•36,441 Sq. Ft.
More or less G k
296 7 Oh •'Q C 1
°2•'2,9 c;° ��4
L6 LOT 4 ��/
L7 35,028 Sq. Ft.
More or less
LOT 5 6E
34,365 Sq. Ft.
More or less
1� g LOT 6 Y' 26'3s
1)c' '�0 �.:' 33.361 Sq. Ft. 3� ;29• n
More or less 6
S s ��9 L10,. �
s
°° L11
O�L 17.98LOT 72Rs.11 3
�7_;_.,__331526 Sq. Ft. ��
More or less
1
L0
M
Ln o
0
n L0
00co
lw
Igo
00
Olo
O 0
Z
N
N
�r
X30.00' 1 1
00
lug �
Ooa
a
Q�
lug
•
S 89'30'21 " E 91 7.00'
`—N 02'15'32" W 10.01'
S 89.30'21 " E 915.60'
Ili
QMMEiI\ DD L DD pALLOMNO
REDSPLAT- UV, �
i
O
100—yea r
Floodplain
Boundary line
CiD
Receiving No. ................. )
LPF-21-00008
LP -07-00031 tv
00
L E G E N D
5/8 — inch iron pin with surveyor's cap marked
"LS 43619" monument set October 10, 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 November 12, 2020
2 — inch brass cap monument stamped IS 12491'
grouted in ❑ 2—inch pipe found in a monument
case September, 2016
5/8 — inch iron pin with surveyor's cap marked
"LS 12491" monument found September, 2020
5/8 — inch iron pin with no surveyor's cap
monument found September, 2016
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 Palomino
Fields Plat — Div. II drawing as found under
Kittitas County's AFN 201905210014
APPROXIMATE LOCATION
> < Previously recorded information from Statutor
OF TOWN DITCH y
DETAIL 'A' / CANAL Warranty Deed found under Kittitas County's
AFN 416766
:...�. See SHEET 5
'•. '•. Note — See PLAT NOTES — Sheet 4 of 5
•�( -----
—
L g
c13 N 0 T I C E
01 i
This is a Major Plat and as such is not
N intended to show, nor does it purport to show,
all easements and encumbrances.
a0
®�' q O
O
r-,
/ /
i
o� � v 100—year
Floodplain
o Boundary line
\� � ,-
MATCH LINE
SEE SHEET 3
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)765-1023 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 RNS Project No. 18146
u
SEE IQ
MATO
DAI,.N1IN0 IEIJDS PLAT - DI`?ISI®N DTII
A REPLAT OF TRACT 'E', PALOMINO FIELDS PLAT - DIVISION IV
A PORTION OF THE NW i/4 OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 EAST, W.M.
KITTITAS COUNTY, WASHINGTON
s LOT 6 y
�L100
33.361 Sq. Ft. yN'
O 6 ?I
More or LessLl 1
N 27°21'48 E ;•F o° O \ I �I
109.54' °� LOT' 7s v SEE SHEET
`
o,7.98' �' _ --=--------- --- ------- -------E--=
______ 7,-___33,526 Sq. Ft. 3Q _ _"�)�o°_MATCH LINE
N 44023'45" E More or less �� ^�
13.34'
S 53'23 02 W F 8 , ` �� Tu`SA((-�.G
89.93' 0pg� L14� 0 2s'a3, O
S L,5 ' LOT 8 �°�° LOO�Ii ��lOo �OC�LDD�
S 26° 1 1 12 W >0. 36,382 sq. Ft.
90.1 6'4140 7 700 00 O More or less, 0
co N
^00
L1
0'
N
bo 107.0
107.0
f /-:eF
LOT 9
0' 37,108 Sq. Ft.
^^ More or less
Zo L19� LOT 10 ro
034,284 Sq. Ft. C)
More or less
N 26'41'48" W L21
130.09
286.62 •
1 30.09' S. N �' 00'p0 153.26 C
N 19' 19'02" E 28.09' o LOT 11
„ 0�- 14.33' `. 36,141 Sq. Ft.
N 78°09 30 E 10.333 ��.• More or less
L22 �
N 25019'03" W 49.93' 00
° tib1$
0
LOT 12
32 004 S Ft
L I N E T A B L E
LINE
BEARING
DISTANCE
L1
N
85'00'00"
E
107.47'
L2
N
39'40'50"
E
138.33'
1-3
S
38'38'17"
W
101.31'
14
N
47'45'57"
E
26.30'
L5
S
43'31'12"
W
91.76'
1-6
N
01'35'19"
W
17.53'
1-7
S
17'43'08"
W
10.66'
18
N
17'43'08"
E
126.72'
L9
N
17'43'08"
E
23.20'
110
N
31'59'10"
E
93.37'
L11
N
42'06'38"
E
19.76'
L12
N
39'39'18"
E
134.44'
L13
S
24134'49"
W
70.17'
L14
S
34'46'32"
W
45.71'
L15
S
50'32'18"
W
34.83'
L16
N
50'32'18"
E
48.50'
L17
N
37'48'38"
E
61.50'
8
S
10'40'06"
W
42.25'
-L1
1-19
S
09'59'31"
W
63.33'
L20
N
30°25'40"
E
134.10'
1-21
S
28'14'29"
E
78.34'
L22
S
28'14'29"
E
73.15'
L23
S
89'30'21"
E
82.71'
L24
S
89'30'21"
E
81.27'
i Z
`\
DETAIL 'B'
See SHEET 5
4
i
P 30.00'
100 -year
Floodplain
\ / Boundary line
PLAT DN, N
®� O �a
,/
q.
0
More or less ya 96 77-,
/ �0
LOT 13 0 3� /
\ SJ. tx 30,774 Sq. Ft. k1 7R5 s \ //
More or less yL •07'.7 7., 30.00'
LOT 14
35,547 Sq. Ft.
gR DO More or less
\\\ 636 a0 07
�
0'
v 69
17
L I N E L E G E N D \\ Ooo
\ 30 37° 'y O� I EXISTING
Parent Parcel \ `Ss �iS' TRACT 'd'
Lot Line
--- Section Subdivision
---- Right -of -Way Centerline \ /
\ p
-- - - - - -- Surrounding Plat Lot Line `
• Assumed Creek Boundary Line `\ 1
....... - Dimension Line \ /
\
-• - Assumed Centerline of \
Town Ditch/Canal
\
100 50 0 100 200 300
SCALE IN FEET
:.
0
0
6
Ut
N
uj
L4
N
N
0
0
Receiving i io
LPF-21-00008
LP -07-00031 v
10
;)
L E G E N D
• 5/8 - inch iron pin with surveyor's cap marked
"LS 43619" monument set October 10, 2020
Q5 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 'LS 12491'
grouted in a 2 -inch pipe set in a monument
case November 12, 2020
® 2 - inch brass cap monument stamped IS 12491'
grouted in a 2 -inch pipe found in a monument
case September, 2016
A 5/8 - inch iron pin with surveyor's cap marked
"LS 12491" monument found September, 2020
QQ 5/8 - inch iron pin with no surveyor's cap
monument found September, 2016
0 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',
os 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
( j Previously recorded information from Palomino
Fields Plat - Div. II drawing as found under
Kittitas County's AFN 201905210014
> < Previously recorded information from Statutory
Warranty Deed found under Kittitas County's
AFN 416766
Note - See PLAT NOTES - Sheet 4 of 5
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.
INSTRUMENT USED INDEXING DATA `
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 S27 T18N R18E
,r acv iiari.
ENGINEERING & SURVEY
A TERRA DEVELOPMENT SERVICES CORPORATION
1328 E. Hunter Place, Moses Lake, Washington
T:(509)765-1023 F:(509)765-1298
Services Ir. Washington and Idaho
LCU, INC.
Surveyed by LMH Scale 1" = 100'
Drawn by Tml/ FCS Sheet 3 of 5
Checked by RNS Project No. 18146
d
I
PALOMINO FIELDS PLAT - DIVISION VII
A REPLAT OF TRACT 'E', PALOMINO FIELDS PLAT - DIVISION IV
A PORTION OF THE NW 1/ OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 EAST, W.M.
Kly TIT AS CO U TM , WASHING T Oiv
P L A T N 0 T E S
1. Existing thirty-foot (30.00') wide Kittitas County Road
Right -of -Way.
2. The short plat name is shown on top of the short plat
developed by Mr. Leroy J. Preston in November, 1977, to be
"KITTITAS CO. SHORT PLAT NO. 77-12", but the County refers
to this same short plat as "SHORT PLAT A-22". Said plat is
filed under the Kittitas County Auditor's File Number as
416140.
9. A fifty -foot (50.00') wide access strip - a part of Tract "G"
4. The 100 -year Flood Plain boundary line as shown hereon.
5. One hundred -foot (100.00') flood plain setback.
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. Land Corner Record for Section Corner is filed with the
Kittitas County Auditor's Office under the Auditor's File
Number 199912150012.
10. Land Corner Record for Section Corner is filed with the
Kittitas County Auditor's Office under the Auditor's File
Number 199912150013.
11. A thirty-foot (30.00') wide County Road Right -of -Way
Easement dedicated via Palomino Field Plat - Division II as
recorded. Roads within R.O.W. are asphalt.
12. 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. Roads within R.O.W.
are asphalt.
13. Thirty-foot (30.00') wide Right -of -Way Easement are owned
by Palomino Fields Utilities Inc. Roads within R.O.W. are
asphalt.
14. Metering is required for all new uses of domestic water
for residential well connections and usage must be recorded
An a manner consistent with Kittitas County Code Chapter
13.35.027and Ecology regulations.
15. The approval of this division of land provides no guarantee
that use of water under the ground water exemptions(RCW
90.44.050) for this plat or any portion thereof will not be
subject to curtailment by the Department of Ecology or a
court of law.
W A T E R N 0 T E S
On February 8, 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.
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 'E' of the Palomino Fields Plat - Division IV as recorded
An Book 13 of Plats, Pages 105 through 110 as recorded under the
K_-titas County Auditor's File Number 202101210112.
S U R V E Y N A R R A T I V E
This survey is based upon field survey work done by this
office in 2016. This survey followed the various solutions
to the boundary issues described in the survey narrative for
Palimino Fields Plat - Division 4 as recorded in Volume 13,
Pages 105 - 110, records of Kittitas County, WA.
Item 9 of the Chicago Title Insurance Company title policy
number 72156-47608014, refers to an easement recorded under
instrument number 39134. Said easement is for the purposes
of a water pipe line granted to the City of Ellensburg. The
20 foot wide easement, is center on the existing location of
the pipeline. The pipeline itself was not able to be located
as a result of this survey.
D E T A I L ' A'
(Scale 1" = 10')
........... ................. ........... ..:..................................
Itn O
'n 0
0
LOT 1 ! a
31,648 Sq. Ft.gnZ
More or less
D E T A I L ' B'
(Not to scale)
....................................................................... .......
OQ
LOT 8
36,382 Sq. Ft. ,QQ
More or less A
S �0 0
0"00"
LOT 19 e 2�8 72 /h
37,108 Sq. Ft.
More or less
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.
This survey was prepared for the exclusive use of
the person, persons, or entity named in the
Surveyor's Certificate hereon. Said certificate
does not extend to any unnamed person without
an expressed recertification by the Surveyor
naming said person.
Receiving No.
LPF-21-00008
LP -07-00031 V
00
()o
\-
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 completed in accordance with current
Kittitas County Road standards prior to issuance of a building
occupancy permit for any proposed lots.
3. 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.
6. 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.
7. 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 D6938 and
shall be inspected and certified by 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.
KCC 12.09.040 entitled Embankment Construction Control in
Developments allows the approved WSDOT Standard Specifications
compaction test and/or other ASTM tests approved by the
Kittitas County Engineer.
8. 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.
9. No building permits will be issued until the roads) have been
certified by the Kittitas County Public Works Authorized
Representative upon completion of the Final Plat.
INSTRUMENT USED
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090
INDEXING DATA
527 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" = N/A
Drawn by Tml/ FCS Sheet 4 of 5
Checked by RNS Project No. 18146
PALOMINO
A REPLAT
A PORTION OF THE NW
D E D I C A T I O N S
FIELDS PLAT - DIVISION VII
OF TRACT 'E', PALOMINO FIELDS PLAT - DIVISION IV
1/4 OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 EAST, W.M.
All II1AS UUUIN1 Y, VVASH'IIVGTUIN
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 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., 2021, CLE ELUM PINE
WEST, LLC., A Washington Limited Liability Company
.............................................
PAT DENEEN, President
CLE ELUM PINES WEST, LLC
L I N E T A B L E
LINE
RADIUS
BEARING
ARC
DISTANCE
L1
N
85'00'00"
E
107.47'
L2
N
39'40'50"
E
138.33'
L3
S
38'38'17"
W
101.31'
L4
N
47'45'57"
E
26.30'
L5
S
43'31'12"
W
91.76'
L6
N
01'35'19"
W
17.53'
L7
S
17'43'08"
W
10.66'
L8
N
17'43'08"
E
126.72'
L9
N
17'43'08"
E
23.20'
L10
N
31'59'10"
E
93.37'
L11
N
42'06'38"
E
19.76'
L12
N
39'39'18"
E
134.44'
L13
S
24'34'49"
W
70.17'
L14
S
34'46'32"
W
45.71'
L15
S
50'32'18"
W
34.83'
L16
N
50'32'18"
E
48.50'
L17
N
37'48'38"
E
61.50'
L18
S
10'40'06"
W
42.25'
L19
S
09'59'31"
W
63.33'
L20
N
30'25'40"
E
134.10'
L21
S
28'14'29"
E
78.34'
L22
S
28'14'29"
E
73.15'
L23
S
89'30'21"
E
82.71'
L24
S
89'30'21"
E
81.27'
C U R V E T A B L E
LINE
RADIUS
DELTA
ARC
TANGENT
CHORD BEARING
CHORD
C1
230.00'
19'35'09"
78.62'
39.70'
S
41'57'37"
E
78.24'
C2
230.00'
22'10'06"
88.99'
45.06'
N
21'04'59"
W
88.44'
C3
230.00'
21'58'05"
88.19'
44.64'
S
00'59'07"
W
87.65'
C4
230.00'
22'39'27"
90.95'
46.08'
S
23'17'53"
W
90.36'
C5
230.00'
00'22'24"
1.50'
0.75'
S
34'48'48"
W
1.50'
C6
330.00'
15'35'52"
89.84'
45.20'
N
42°47'56"
E
89.56'
C7
330.00'
15'42'52"
90.51'
45.54'
S
58'27'18"
W
90.22'
C8
330.00'
18'41'16"
107.63'
54.30'
S
75'39'22"
W
107.16'
C9
25.00'
85'00'00"
37.09'
22.91'
S
42'30'00"
W
33.78'
C10
187.04'
90'29'39"
295.41'
188.66'
N
45'14'49"
E
265.65'
C11
217.04'
90'29'39"
342.79'
218.92'
N
45'14'49"
E
308.26'
C12
500.00'
28'00'00"
244.35'
124.66'
S
14'00'00"
E
241.92'
C13
530.00'
10'12'57"
94.50'
47.38'
S
05'06'29"
E
94.37'
C14
300.00'
50'00'00"
261.80'
139.89'
N
60'00'00"
E
253.57'
C15
200.00'
86'45'11"
1 302.83'
188.98'
S
08'22'35"
E
274.72'
Receiving No . ................
LPF-21-00008
LP -07-00031
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., 2021, 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.
.............................................
Notary Public in and for the State of
Washington,
residing at .................................
N O 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.
This survey was prepared for the exclusive use of
the person, persons, or entity named in the
Surveyor's Certificate hereon. Said certificate
does not extend to any unnamed person without
an expressed recertification by the Surveyor
naming said person.
INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 S27 T18N R18E
r�
N
00
00
I
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 Tmi/ FCS Sheet 5 of 5
Checked by RNS Project No. 18146