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C W �
<br />A PLAT COMMUNITY
<br />A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 1 �. W.M. LP -a6-00021
<br />LPF-21 -0001 1
<br />KITTITAS COUNTY, WASHINGTON
<br />ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002
<br />PARCEL 4 OWNER . OENONE KINMAN
<br />SURVEY #510477 1713 W. BENDER ROAD 20' ACCESS
<br />Q 11
<br />5201PG28 ELLENSSURG, WA 98926 EASEMENT 9 EAST LINE OF THE W 112 OF THE NE 1/4
<br /># N 00°31'39" W 2545.19'
<br />54. ' 189.10' 1025.24'
<br />1220.84' �� __ ��
<br />-------, - -- _ ,: - -- TRACT
<br />TRACT C - -
<br />TRACT H � 10 AAAA 1� 30' 30 \ N
<br />1 1 N 2°53'42" W N 0°00'52" W 130.00' cv N 0°00'52" W 85.00' N 0°17' 1" E� 10 AAAAA o aQ, _ .aQg
<br />Qj
<br />52.59 100' SETBACK FROM WHISKEY CREEK 16
<br />_ 40.00 40.00' 50.00' \N 4"28'27" E N 9` 02
<br />_ 47.88' n 1 10' 48.18' 44'
<br />w o L�'1 10' \ 48.18' E N 14°5
<br />z� w �0 o o0 CO LJ \ 48986 EN2
<br />5 351 � 352 m 353 0 354 r TRACT Z-10 \ \ 8181,1 " F
<br />350 o N � 03 0 � 'AAA \ �
<br />z z z � \ APPROXIMATE NORTHERLY LIMITS OF ❑
<br />n V C33 ) 30' z 30 1 \ 100 YEAR FLOOD PLAIN 15
<br />1 L=38.32' ll \
<br />A=5°09'57" 37.61' 40.00' 25.00' 95.56' 10'\
<br />10' _
<br />=24°30' j»
<br />R_425 00' WRANGLER N N WRANGLER R_ L� 8- �
<br />157.61' 150.56' 425.00'
<br />U R -400.00'
<br />74.91' N 00°00'52" W 308.17' 4=24°30 4747 _ \ \ \ -_--'60
<br />g6
<br />2503'12' DRIVE N N D=�V L_�71.�3,
<br />R,
<br />` S2'1s
<br />cNs R=3750 L-7 47'50" 37.61 40.00' 25.00' 95.56' _ _ .�� 47 400 00 \
<br />o'=51.03' -�7 60.44 , \R X8.35,
<br />i w C 3 2 � R,3 �� 4-- 00.00'
<br />z � 30' 30' �S 3g°
<br />X00 , S2'16„
<br />1 o' o 0 0 0 0 1 10, 1 -� 1 0' R,42S 0
<br />0
<br />o 0 0 0 0 \3952, 0
<br />w, 290 00 289 288' -287 W
<br />TRACT G
<br />3I 10 1AAAAA
<br />10'
<br />40' 30'
<br />30� W
<br />Z Q0
<br />v W
<br />00> w r
<br />rn
<br />N -
<br />00 O N
<br />8 L 30'
<br />N z
<br />LEGEND It
<br />fir = ESM WILL SET SURFACE BRASS CAP STAMPED:
<br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION SEE SHEET 7 OF 15
<br />Q = FOUND MONUMENT AS NOTED
<br />A = PROPERTY CORNER SET - SEE NOTE 2 ON
<br />SHEET 3 OF 15
<br />A = DELTA
<br />R = RADIUS
<br />L = ARC LENGTH
<br />(R) = RADIAL BEARING
<br /><> = RADIAL BEARING AT LOT CORNER
<br />(R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15
<br />FX = INDICATES NOTE NUMBER ON SHEET 3 OF 15
<br />X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15
<br />INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15
<br />Al =PUBLIC UTILITY EASEMENT
<br />02 = STORM DRAINAGE EASEMENT
<br />A= IRRIGATION EASEMENT
<br />A6 = INGRESS, EGRESS
<br />AND STORM DRAINAGE
<br />MAINTENANCE EASEMENT
<br />08 =MAILBOX EASEMENT
<br />09 = ACCESS/FLOOD CONTROL EASEMENT
<br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-12.DWG
<br />TRACT Z-9
<br />F91/ hAAAA
<br />C�\ 64.442°28'02„
<br />x_127.44, \
<br />N RANCHERO R-325.00' \
<br />119.44'-
<br />/_22°28'02» L_ 4--3� 2.61,
<br />N LANE R=3 17 64, N 'y--62,5 g 31 lo,
<br />00'
<br />64.44' R-2;75 00 4 , R,
<br />A°2g'03'
<br />° N .00,
<br />3�°49350
<br />L=107.83 \ 1 -429
<br />4
<br />\ R\6j 29.11,
<br />4, s 00'
<br />49'3
<br />TRACT Z-12 C4S 62
<br />F-91AAA
<br />1
<br />-To'
<br />N 00°00'52" W
<br />70.00'
<br />51.26'
<br />N 03°13'54" E N 61 ,32,
<br />7828,48 E
<br />TRACT D
<br />10 /' AAAA
<br />SCALE:
<br />i i ii
<br />it
<br />N72.46
<br />17°S
<br />6'40» E
<br />CURVE TABLE
<br />291
<br />DELTA
<br />RADIUS
<br />LENGTH
<br />C3
<br />90°00'00"
<br />25.00
<br />53„w N4°22'23"W
<br />NO°01'38"W
<br />39.82'
<br />90°30'47"
<br />N 0°00'S2_W
<br />z
<br />W
<br />n
<br />89°29'13"
<br />9 37.40'
<br />N125 32'
<br />4'
<br />39.05
<br />C20
<br />29°59'08"
<br />, O
<br />N
<br />C21
<br />20.59 29.24'
<br />NO°00'52"W
<br />50.00
<br />C32
<br />Q o
<br />375.00
<br />3.01
<br />/ 24-13 -
<br />in
<br />40.00
<br />425.00
<br />2.39
<br />=
<br />Lj
<br />_
<br />375.00
<br />8.16'
<br />S w
<br />5°45'58"
<br />o
<br />32.71
<br />o
<br />2°52'04"
<br />284
<br />`' 285 0
<br />0 286
<br />o
<br />N
<br />16.60
<br />r13.79
<br />C41
<br />283 0000
<br />00
<br />ow o
<br />N C3, '� � O
<br />282 -P N 0
<br />O �
<br />m m
<br />Ln co
<br />o
<br />O
<br />z
<br />LO5.78'
<br />o
<br />b-)
<br />z
<br />30'
<br />30'
<br />T
<br />�
<br />L=32.19'
<br />Z
<br />p 40'17 4=5°40'31"
<br />40.00
<br />;-L.00'
<br />T
<br />i LONGHORN
<br />N
<br />R=325.00'
<br />125.78' _
<br />'2o.23
<br />�,00_120.23 LOOPN
<br />N 00°00'52" W
<br />245.22'
<br />00 p-101_00'16"
<br />40.00'
<br />25.00' C
<br />v1s.
<br />11`4611 L=48.02'
<br />W
<br />LO L 56 50 z 5.78' w
<br />w
<br />W
<br />/ 00
<br />2 � O
<br />00
<br />o
<br />0
<br />30'
<br />30'
<br />n
<br />O co ff�
<br />O Ln
<br />0
<br />-
<br />0
<br />O
<br />o N- 249
<br />248 °
<br />247
<br />o. x:250 z
<br />z
<br />10
<br />25 � ,16"W N4° 33' 26;'W
<br />5.54 36.30' 36.30
<br />NO° 16'57"E
<br />40_00'
<br />,-
<br />NO°00'52"W(R)
<br />1
<br />50.00'
<br />N
<br />N
<br />60°01'44" W
<br />3.94'
<br />TRACT G
<br />3I 10 1AAAAA
<br />10'
<br />40' 30'
<br />30� W
<br />Z Q0
<br />v W
<br />00> w r
<br />rn
<br />N -
<br />00 O N
<br />8 L 30'
<br />N z
<br />LEGEND It
<br />fir = ESM WILL SET SURFACE BRASS CAP STAMPED:
<br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION SEE SHEET 7 OF 15
<br />Q = FOUND MONUMENT AS NOTED
<br />A = PROPERTY CORNER SET - SEE NOTE 2 ON
<br />SHEET 3 OF 15
<br />A = DELTA
<br />R = RADIUS
<br />L = ARC LENGTH
<br />(R) = RADIAL BEARING
<br /><> = RADIAL BEARING AT LOT CORNER
<br />(R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15
<br />FX = INDICATES NOTE NUMBER ON SHEET 3 OF 15
<br />X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15
<br />INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15
<br />Al =PUBLIC UTILITY EASEMENT
<br />02 = STORM DRAINAGE EASEMENT
<br />A= IRRIGATION EASEMENT
<br />A6 = INGRESS, EGRESS
<br />AND STORM DRAINAGE
<br />MAINTENANCE EASEMENT
<br />08 =MAILBOX EASEMENT
<br />09 = ACCESS/FLOOD CONTROL EASEMENT
<br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-12.DWG
<br />TRACT Z-9
<br />F91/ hAAAA
<br />C�\ 64.442°28'02„
<br />x_127.44, \
<br />N RANCHERO R-325.00' \
<br />119.44'-
<br />/_22°28'02» L_ 4--3� 2.61,
<br />N LANE R=3 17 64, N 'y--62,5 g 31 lo,
<br />00'
<br />64.44' R-2;75 00 4 , R,
<br />A°2g'03'
<br />° N .00,
<br />3�°49350
<br />L=107.83 \ 1 -429
<br />4
<br />\ R\6j 29.11,
<br />4, s 00'
<br />49'3
<br />TRACT Z-12 C4S 62
<br />F-91AAA
<br />1
<br />-To'
<br />N 00°00'52" W
<br />70.00'
<br />51.26'
<br />N 03°13'54" E N 61 ,32,
<br />7828,48 E
<br />TRACT D
<br />10 /' AAAA
<br />SCALE:
<br />i i ii
<br />it
<br />N72.46
<br />17°S
<br />6'40» E
<br />CURVE TABLE
<br />CURVE
<br />DELTA
<br />RADIUS
<br />LENGTH
<br />C3
<br />90°00'00"
<br />25.00
<br />39.27
<br />C4
<br />90°30'47"
<br />25.00
<br />39.49
<br />C5
<br />89°29'13"
<br />25.00
<br />39.05
<br />C20
<br />29°59'08"
<br />22.00
<br />11.51
<br />C21
<br />29°59'08
<br />38.00
<br />19.89
<br />C32
<br />0°27'35"
<br />375.00
<br />3.01
<br />C33
<br />0° 19'19 "
<br />425.00
<br />2.39
<br />C37
<br />2°48'15"
<br />375.00
<br />18.35
<br />C38
<br />5°45'58"
<br />325.00
<br />32.71
<br />C39
<br />2°52'04"
<br />625.00
<br />31.28
<br />C40
<br />2'32'10"
<br />375.00
<br />16.60
<br />r13.79
<br />C41
<br />1°51'32"
<br />425.00
<br />
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