HomeMy WebLinkAboutLPF-21-00003 Palomino Fields Div 6 Final MylarsC
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KITTITAS COUNTY DEPARTMENT
OF PUBLIC WORKS
EXAMINED AND APPROVED
.g:Eris......... day of ........................ I A.D., 2021
............................................................................
Kittitas County Engineer
'Ll"IEliq DEFIARTMENT
I HEREBY CERTIFY that the Palomino Fields
Plat - Division VI, has been examined by me
and I find that the sewage and water system
.(erein shown does meet and comply with all
requirements of the County Health Dept.
S
Dated this ....... Day of .................. A.D., 2021.
..................................................................
Kittitas County Health Officer
CERTIFICATE OF PLANNING DEPT.
I HEREBY CERTIFY that the Palomino Fields
,'at - Division VI, has been examined by me
ME 8- --- i d find that it conforms to the
Comprehensive Plan of the Kittitas County
Planning Commission.
Dated this ....... Day of .................. A.D., 2021.
.......................................................
KittitCounty Planning Official
I 'CER T IFICATE OF TREASURER
I
BY CERTIFY that the taxes and
a.--,essments are paid for the preceding years
tid for this year in which the plat is now
be filed. Parcel 961602.
Dated this ....... Day of .................. A.D., 2021.
.. .............. I ........................
I Kittitas County Treasurer
IFI CATE OF ASSESSOR
HEREBY CERTIFY that the Palomino Fields
Plat - Division VI, has been examined by me
and I find the property to be in an
acceptable condition for platting.
Parcel 961602.
Dated this ....... Day of ................... A.D., 2021.
................ .....................................
Ki+fifas C= t,y Assessor
"ITT ITAS COUNTY
BOARD OF COMMISSIONERS
5
EXAMINED AND APPROVED this .............. day of
.......................................................... A.D. 2021.
BOARD OF COUNTY COMMISSIONERS
By.............................................................
Chairperson
ATTEST:
N, Cl --,k of the Board
T-1 /AA T I I 'TIf T
"
cev I n
. ............
... 1A
kN I -PF -21-0 3
LP -07-00031
A %N4
'TA' 'VISION
A EF Z - E P I A 0 TRACT F, PALOMINO FIELDS PLAT TV I I V 00
T W iz-; --F T T ry- T T
'1 DMANGE 4108 EL AS T M -
T r ON C' 11 1 IV IN A '----'HTP 8 NOR
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k, U t1IN 1 1 VY A Z!),t-,l 1-11N �x I U iN
ti
16Y 15 15
S 89*49'31bE 26'
j�-
21'#2��---N 00-00'53" W 5/281,39' €S 00'00'00" E 5281.34'1 22
<S 89*52'48" W 2627.86'>
. .............. S 89*30'21" E 2627.93' (N 89*36'51" W 2627.68') [N 89-29'42" W 2627.87'] .............................
^2
................. S 89'30'21" E 11313.96'..- ....... ...... ........ ..... ...
-22 89'30'21" E 13113.96'-, B A S I S 0 F B E A R I N G S
22 .1131.51' (L' W. BOWERS RD. .-.'--579.42' 917.00'
The bearing for the East boundary line of the
N W 915.607 -71
t28 --a9'-3Q
28' ii,� Co
28
W 1/16 Corner T 2 7
C, 2. 1--� Northwest quarter of Section 27 equal Cruse &
3 Inch \-3 Inch brass cap
0)0 r 125 0
L24
- C14 Nelson's bearing of South 00*15'36" East for the
monument stamped
$ . . - same line as shown on the FHA, U.S.D.A. property
4 4 : 0(6
LS 14746' found
A M F N D E D survey found under Kittitas County's Auditor File
ED t0 September, 2016 0 Ln
No. 1997022000 14
REEDS PLAT- DSV. I
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LOT 5
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LOT LOT
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0 100.00
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89'45 28 E
0 =1 30.00,
0 top 3
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0-
1317.82'U -
Li 8 lNW 1116--4 1317.82
82' C)
N 1/16 LOT
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Corner Corner in
(00 . L ..L1 6
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(0Q0 181.28' L5
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-77
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BEARING
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L I N E T A B L E
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7
LOT LOT
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0 100.00
b
=5 LOT LOT Ln
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89'45 28 E
0 =1 30.00,
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0-
1317.82'U -
Li 8 lNW 1116--4 1317.82
82' C)
N 1/16 LOT
'Ll 7 Corner CN 1/16J 0
Corner Corner in
(00 . L ..L1 6
0
(0Q0 181.28' L5
C\j N U)
L15 LOT L6 N 0
107
3: Ld
13
0
-77
LINE
S
BEARING
W
DISTANCE
Ll
N
85°00'00"
E
107,47'
L2
N
85'00'' 0)
E
112.06'
L3
S
63°21'32"
E
97.63'
L4
N
51 ' 45' 1 1 "
W
154.50'
L 5
S
-c,5'0,3'0,S'-'
E
58.40'
L6
S
51 °45' 1, 11 "
E
48.86'
L7
N
38* 14'49"
E
250.00'
L8
S
45*00'00"
W
152.04'
L9
S
14'37'12"
E
69.24'
1-10
S
31'45'23"
W
30.55'
L11
N
25-19'03"
E
49.93'
L12
S
78'09'30"
W
10,33'
13
S
19°19'02"
W
2R J0'n°
L14
S
26*41'48"
E
130-09'
L15
S
10*20'12"
W
136.1 6'_
Ll 6
IN
26*11'12"
E
90.16'
L35
S
53*23'02"
W
89.93'
L18
I LOT �-Iq
0
®®
S
44-23'45"
W
13.34'
L19
S
27*21'48"
W
109.54'
L20
N
39"23'29"
E
184.73'
N
15*515°59'04"E
215,335'
S
42'00'30"
W
550,95'
I L23
N
29*,r,15'1 635"
E
327.50'
L24
S
32*40'41"
E
214.39'
L25
N
89-30'21 "
W
81.27'
L26
IN
00-00100"
W
554.35'
L27
N
28-00'00"
W
442.35'
L28
N
62'00'00"
E
125.00'
L29
S
28-00'00"
E
464.00'
L30
N
86*22'25"
E
180.39'
N
35*00'00"
E
539.9
L 12
3
N
35'00'00"
E
632.11
,3
L 3
SS00.00'00"
W
632.11'
---35*0O'OO"
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W This map correctly represents a survey made by me or
0under my direction in conformance with the requirements
- 7 pz� ,
,4- 44 �13
0
<,7 P4 pr) of the Survey Recording Act at the request of Mr. Pat
I r -
Ln N
5 0 L8 0) Deneen, in January, 2021.
V
//, 0 .2
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TP, cf)
•
100 -year 4 �4 � I
I PAILOMINO I�ELDS V) GpgMAWIAV
Flooclplain--\� ju
Boundary line 0
% RICK NORMAN SKINNER, P.L.S.
0
z Washington land Surveyor No. 43619
N 41
W, WESTERN PACIFIC ENGINEERING
6
AND SURVEY, INC.
% 0 �61 11 TRAA--I Pioneer Way Professional Center
OD -7
West 1/4 1 1328 Hunter Place
.1 1 821.27' E'V. 1"' 458.28' LAS Corner 108.8
28 27- - -0 Moses Lake, Washington 98637
S 89'59'31"E 1321.71' C -W 1/16 ........... . I ............ S 89'59'-7-11" W 1321.71 . ..............
1 1/4 - inch iron pin monument Corner 0 42.14'-Y
:I found September, 2016 61 00 1
:I
A
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DITOR'S CE R T I F I C A T E %K 1 INSTRUMENT USED INDEXING DATA
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11 ID
Filed for record this ....... day -01 . ......................... at CO B S) F U) 0 0
ro 00 r- 04 00 Trimble R10 GPS
Receivers
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00 U-) LO V) ............ M, in Book ........ of Plats at Page(s) ............. ED (D (D
N
N N S..C-4 C-4
T. Traverse Closure
N C,4 LN Nunder Auditor's File Number .................................. .. at the Meets Standards Per
3: Ljj 3: 3: WAC 332-130-090 S27 T18N R1 8E
/7
17 Ln c,4 0 M
request of Western Pacific Engineering & Survey, Inc. V - 0 n
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LO - n N 10 10 10 fflrn] F-77
LO -�d- 1 --.1 -- PIMP
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0000 County Auditor T--1
z Ln Z �TE ST
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=9 51� U -'T
.................. ....... 41 .......................................... I�NGTNEIERING & SURVEY
Deputy County Auditor 61 ,
28127 2 A TERRA DEVELOPMENT SERVICES CORPORATION
1 inch iron pin 27
a 11328 E. Hunier Place, Moses Lake.. Washington
monument found T 509)7 65-102
September, 2016 3 3 1=0 3 F:(509)765-1 298
Railroad spike --,,#,' 34 Services in Washington and Naha
S 89*31'51" E 2644.5/2" monument found
[N 89*31'45" W 2644.63']150 600 9
00 September, 2016 LCU,,, INC.
1 k 300
Surveyed by LMH Scale 1 X00'
Drawn by TmI/ FCS Sheet 1 of 5
SCALF IN FEET Checked by RNS Project No. 1
PA OMTNr
a P T, A —
IE YAL DS
ENGINEERING
& SURVEY
A TERRA DEVELOPMENT
I
1328 E. Hunter Place, Moses Lake, Washington
-
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—14- -M
LCU,
INC.
T
-71
a = -
,
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Checked by RNS
Project No. 18146
=a � 9 =
1-4
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GE 124
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.........................
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182.45 396.96 O z
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A ENDED PAUC.)MN..
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See SHEET 5
100–yea r
Floodplain
Boundary line
=j
_--iving No . ..................
LPF-21-00003
LP -07-00031
t a
001
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 a 2–inch pipe found in a monument
case September, 2016
0 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
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'_
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 Polomina
Fields Plat – Div. ii drawing as found under
Kittitas County's AFN 201 90521 001 4
APPROXIMATE LOCATION
> < Previously recorded information from Statutory
OF TOWN DITCH / CANAL Warranty Deed found under Kittitas County's
AFN 416766
Note – See PLAT NOTES – Sheet 4 of 5
13 L1 I -------------
_ LZ
N L35 T
C:'
o �g • 0 T I E
zo
G�° �, G�6 g e C 1 1 e This is a Major Plat and as such is not
K,
intended to show, nor does it purport to shsow,
LOT 5 i all easements and encumbrances.
�,J
\ i
.• "�' �33,658 Sq. Ft.
More or less U i
i 0 �— 32.47 LOT 6 /
27,828Sq. Ftp'
! ® D
Yt�
J sSOSOOMore or less �'� ,� ��� 12� `� • .
2 ^Oa LOT 7 ° 02\ ! a
�q, 13 K11,057 Sq. Ft. e^ c ;S - ,t, LOT 4 �t5, `fr i U O 100–year
More or less r G 14,503 Sq. Ft. '\
!tip �:� \\� Floodplain
lv �' ^j Ss. � � \� More or less \, 0
i ,, ®cpe Boundary line
itK*�� , 00� a
rod O� 00,0' I �0. 2' OC O,
^i0 W 1305oTS8 Ft
^� O 1 q. e , ! O ®,
O O ! ti More or less TRACT 'G' I \ ' i \ LOT 3 O o
00 Q a SSS 0}' i �\ i 14,500 Sq. Ft. �\
O Q h 7 O More or lesod
s O
o•
f -'\TCH LINE �'f''� o °�� T°0 ry �� Qe. Ori` MA _
SEE SHEET 3 %o� ss0 o IQ �� � �� �? Y�. °o. � 4 SEE SEE S T
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4� So0 0. s -O Q �
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A�
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INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 S27 T8N R1 8E
'WES`I�ERN
PACIFIC
ENGINEERING
& SURVEY
A TERRA DEVELOPMENT
SERVICES CORPORATION j
1328 E. Hunter Place, Moses Lake, Washington
T:(509)765-1023
F:(509)765-1298
-:-ices in Washington and Idaho
LCU,
INC.
Surveyed by LMH
Scale 1" = J0,
Drawn by Tml/ FCS
Sheet 2 of 5
Checked by RNS
Project No. 18146
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SS 0 I i q `Z
O O°,00 h°` 7200 ��'� \ I1�}re or less
hj`'� ��j q�°�O alp Op, p�`°
SEE �� -�ti�� IEET 2
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SEE
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O'10 2S0 00, oss 4 14,500 Sq. Ft.
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- —
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(=4 ;� �hI T2s OO less �� � ,�� I k' � ,�-�>0, /
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42,134 Sq. Ft. �' ��� i o
i More or less ti ch
� LOT 14 O.
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t� 27,472 Sq. Ft.. ;� N / 777
\O' ,
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7 7,7O ,O
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\ �• S 100—yearsOnn
\ TQ Floodplain R5, / v v
\ STS Boundary line 00,
CAD 0,
\ 6369, 7R, OQ,
g;Ceiving IN .......I,—
LPF-? 1-00003
LP -07-00031
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 a 2—inch pipe found in a monument
case September, 2016
D 5/8 — inch iron pin with surveyor's cap marked
"LS 12491" monument found September, 2020
Q 5/8 — inch iron pin with no surveyor's cap
monument found September, 2016
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 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
\ 7 -_,,, s / / / � � N 0 T I C E
\\ 69 Q / �� 41 / n This is a Major Plat and as such is not
� , 70 OOi intended to show, nor does it purport to show,
X66 // /� �% / all easements and encumbrances.
S 31°45'23" W p
�
\ 30.55' � �Q
EXISTING
\ 0 TRACT 'J'
30.00'
` 13
. ! i
JI - 100
a
J
-- -- SCALE IN FEET
INSTRUMENT g "SED INDEXING DATA
--
Trimble R10 OPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 S27 T18N R1 8E
WESTERN IPACIFIC
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 3 of 5
Checked by RNS Project No. 18146
H
TEAT n-N/TTNTCI
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A REPLAT OF
TRACT '115,
PALOMINO
FIELDS PLAT - DIVISION IV
A PO-RTTON n -F THE NW 1/
OF tiFCTM T � <, TOAAWgHTP JR -i\r IRTTi, RANrTE 1R -FWgT, W.M,.
T 7"r r" r1M T ril A !"1
All 111 AZ)
rN !l T TA T ITT T
U U U 1N l Y ,
TAT A f"`I T T Y A T f -N r" /1 IN T
YY AK�) 1111N lx l U lv
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. Construc 'Ion of access 11ImprovemenlLs will r'equIre UIJLa1r11r1g arl
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 Puhlic Works nrinr to rrPRL any nPw driveway _nnnPSs 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 WEDOT 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.
TTh» no 01u; nement- Lli ll nnlllr-in thn hand s!Infano n=vinn of nnv
i iu -e 01 1 :, ry 111 ii Iu luuu ui i uu�. I..,u v a i� ui y
street or road surfaced with gravel.
9. No building permits will be issued until the road(s) have been
certified by the Kittitas County Public Works Authorized
Renresentative upon rmmnletinn of the Final Plat.
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.
0 R l 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 'H' of the Palomino Fields Plat - Division IV as recorded
in Book 13 of Plats, Pages 105 through 110 as recorded under the
Kittitas County Auditor's File Number 202101210012.
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.
T 1 ._. - A A L T _ 1 1 T !� ...�..-. .� 1 1 l 1
1Lem 11 of he Chl'Cago I1Lle Irlsur'arlce t�Ulllpany L1L1e policy
number 72156-47478511, 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
t h e p i p e l i n e T i l e p i p e l i n e i t J e i f YY a J n -+-
L a b l e to
he 1 o ni a t e d
as a result of this survey.
D E T A I L A'
(Scale C = 10')
...............................................................................:
Lf) W
40
Lf) 0
Lf, k
ILO 0
0
• 0
0
TRACT 'E' /01
v
TAT 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.
IReceivir�g No.
r�n �
LVr -SIL-UUUI10
LP -07-000,11 iv
00
.-
()0
P L A T N 0 T E S
1. Existing thirty-foot (30.001 wide Kittitas County Road
Right -of -Way.
2. The short plat name is shown on top of the short plat-
developed
latdeveloped 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 a5 SHORT PLAT A-22 Said plat 15
filed under the Kittitas County Auditor's File Number as
418140.
3. 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, Fminrl a moi/ S-inrh irnn nin N 17"22'22' E a rlirtanre of Q,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 t e calculated position o +,.. e property
line.
B. 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 to be owned
by Palomino Fields Utilities Inc. Roads within R.O.W. are
asphalt.
14. Thirty-foot (30.00') wide Right -of -Way Easement to be owned
by Palomino Fields Utilities Inc. Roads within R.O.W. are
asphalt.
15 . Metering S rPgf I i rPrl f nr all new ti -;Ps o f rinmeSt it water
for residential well connections and usage must be recorded
in a manner consistent with Kittitas County Code Chapter
13.35.027and Ecology regulations.
16. 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.
��� OF WAS
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43619
r��4L LANA �
INSTRUMENT USED INDEXING DATA `
Trimble R10 GPS
Receivers � J
Traverse Closure
Meets Standards Per
WAC 332-130-090 S27 T18N R18E
WESTERN IPACIFIC
ENGINEERING & SURVEY
A TrMn A nrl/rl n (AIT
H ILII RFA ULVLLV VI LI`II 13 E_ VII.LJ l.. ki Rr"V HIIV IV
1328 E. Hunter Place, Moses Lake, Washington
T:(509)765-1023 F:(509)765-1298
Services in Washington and Idaho
T !-Y T T
Ll. U
Surveyed by LMH
Drawn by Tml/ FCS
Checked by RNS
TIITlf
I 1. .
Scale 1 " = N/A
Sheet 4 of 5
Project No. 18146
PALOMINO FIELDS PLAT DIVISION VI
A REPEAT 0g TRACT ' q ALO 1 0 r FIELDS PL T I I -SION V
A PORTION OF THE NW Ito OF SECTION til, TOWNSHIP 18 NORTH, RANGE 18 EAST, W.M.
T7Trn r"Trn ® e-4 /-1 1-% O T`T rY'IlvT C-4/"NA
TAT A V T T TT T Y rrl �l T
All 1 1 I A 3 U i� Ui� v 1 1', VY AZ!) -11 i iN U I U iii
D E D I C A T 1 0 N S
DEDICATION KNOW ALL MEN by these presents that CLE ELUM PINES
WEST, LLC, a Wacs gto^ -imited Liability Company, do hereby
declare tris plat aria dedicate to rhe public rorever all roads
and ways hereon with the right to make all necessary slopes for
cuts and f ills, and the right to co-, _nue to drain raid roads and
ways over and across any lot or lots, where water might take
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
`�7r. day Of..4PR4L............. A.D., 2021. CLE ELUM PINE
WEST, LLC., A Washington Limited Liability Company
. .......
..................................
PAT DENEEN, President
CLE ELUM PINES WEST, LLC
C U R V E T A B L E
LINE
RADIUS
DELTA ARC
TANGENT
I CHORD BEARING
CHORD
C1
217.04'
( 90`29'39" 1342.79'
218.92'
N 45°14'49" E
308.26'
r C2
.530.00'
15°26'33" 142.85'
71.86'
S 17°56'14" E
142.42'
i C3
530.'00'
I 02°20'30" 21.66'
10.83'
S 26°49'45" E
21.66'
C4
170.00'
; 86-45"1 1" 257.40'
160.63'
S 08°22'35" E
233.51'
C5
230.00'
I 86°45' 1 1 " 348..25'
217.32'
' S Q8°22'35" E
315.92'
C6
330.00'
31'18'44" 180.35'
92.49'
N 50°39'22" E
178.1 1'
C7
i 270.00'
34°52'51 " 1 64.37'
84.82'
N 52°26'25" E
161.85'
C8
330.00'
18°41 ' 1 6" 107.63'
54.30'
N 75° 39'22" E
107.16'
C9
270.00'15°07'09)'::E71.25
35.83'
N 77°26'25" E
71.04'
C10
25.00'
85°00'00"7.09'
22.91'
S 42`30'00" W
33.78'
C 1 1
20.00'
84°47'30" 29.60'
18.26'
N 52`36'29" W
26.97'
C12
187.04'
90°29'39" 295.41'
188.66'
N 45°14'49" E
C13
530.00'
10°12'57" 94.50'
47.38'
__265.65._
S 05°06'29" E
94.37'
C14500.00'
28°00'00" 244.35'
124.66'
N 14°00'00" W
241.92'
FC15
200.00'
86`45'11 302.83'
188.98'
N 08°22'35" W
274.72'
C16
300.00'
50`00'00" 261 .80'
" 39.89'
N 60'00'00" E
253.57'
N � i T 1 i` 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.
Deceiving No . ..................
LPF-21-00003
LP -07-000-11 I iv
coo
N
00
A C K N 0 W L E D G E M E N T S
STATE OF WASH TNGTON )
SS
COUNTY OF
On this day of�L- .... . ....... 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��/'1
'A4 ......� �...\).:..:................ .
Notary ublic in and for the State of
Washington,
residing at ....
�og�4AN s
o
43619
SAL LANA
INSTRUMENT USED INDEXING DATA
Trimble R10 GPS
Receivers
Traverse Closure
Meets Standards Per
WAC 332-130-090 S27 T18N R18E
AWESTERN PACTFTC
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 Liv1H Scale 1 " = N j A
Drawn by Tml/ FCS Sheet 5 of 5
Checked by R N S Project No. 18146