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BLACK HORSE AT WHISKEY CREEK -PHASE 1
<br />A PLAT COMMUNITY '
<br />A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. LP -06-00022
<br />LPF-21 - 0001 1
<br />u' R-400-00'
<br />- -
<br />R4.91'
<br />R-37 5.00'
<br />•3 �
<br />1 57.61 ' 150.56' =425 00' \
<br />DRIVE N 00°00'52" W 308.17' DRIVE S�-24°3-0'4-� - L_ \\ \So6:
<br />N N 777 73, R\ \ \ \ � 4,395216
<br />r p=7.47'50 37.61 40.00' 25.00'
<br />L=51.03'
<br />C32 Li LLJ 30'
<br />1 O e o 00 0 1 �- 1 0
<br />J o 0 0
<br />o P o ° 0 c) 0 0
<br />oU! 01 o o u o0 0
<br />�= 290 z 289 z 288co287 W
<br />291 `-1 zI Z)
<br />NO°01'38"W z
<br />N4°22'23 N W 39.82' 0°00'52" W 11.1
<br />N12 Sg Z'S3 „W 37__40' - ---J>
<br />4
<br />20.59.24' s NO°00'52"W 50.00 Q
<br />24
<br />-3 40.00
<br />8.16'5 w 0 F-
<br />0
<br />284 -285 0 -,286 N
<br />N o_283 0
<br />00
<br />o w o
<br />o ,�
<br />co
<br />oO�282 N 0 L 00
<br />b,
<br />30'
<br />m 5.78' 00 z
<br />T m z
<br />LL L=37.84' L=32.19'
<br />6-4o'17" L=5°40'31" 40.00'-125,00'
<br />r R_32 -5.p0, LONGHORN N
<br />r �0_ 125.78' _
<br />I- R 41,00_120.23-� N 00°00'52" W
<br />W s 22 5 LOOP N
<br />W ��
<br />�, 8,215'06 p=10L00'16" 40.00' 25.00' C
<br />M 1s_ A. 46'x_ L=48.02' 1�
<br />W 10 D 56 50 Z 5.78' w w
<br />0
<br />rrW ooLo C3 0
<br />m Q o 30
<br />VJ
<br />TRACT j�/� GF� Fol A
<br />LEGEND
<br />= ESM WILL SET SURFACE BRASS CAP STAMPED:
<br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION
<br />O = FOUND MONUMENT AS NOTED
<br />• = 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 />IX = 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 />Q= PUBLIC UTILITY EASEMENT
<br />A2 = STORM DRAINAGE EASEMENT
<br />A5 = IRRIGATION EASEMENT
<br />A6 = INGRESS, EGRESS
<br />AND STORM DRAINAGE
<br />MAINTENANCE EASEMENT
<br />A8 =MAILBOX EASEMENT
<br />A = ACCESS/FLOOD CONTROL EASEMENT
<br />N�
<br />24°30'47" 00. 60,
<br />=160-400 83S
<br />R--3� Nh a\39 .00,
<br />� X00
<br />a 00'
<br />TRACT Z-9
<br />aAAAA
<br />64.44' 22 2g'02':
<br />L_7274
<br />N RANCHERO R=325.00
<br />119.44' L�47�
<br />• A=22°28'02:, 1 7 d 3� -.
<br />N LANE R=3 00 00R ? 64� R,62 9'37 » �0:
<br />\� 00:
<br />-F-10'
<br />N 0000'52" W
<br />SEE SHEET 7 OF 15
<br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-12.DWG
<br />I MAUI L-1 L
<br />0AAA
<br />TRACT D
<br />a1GAAAA
<br />SCALE: 1'° = 50'
<br />50' 25' 0 50' 100'
<br />4 ,37p R,6S I
<br />49,'3 00'
<br />C ,42g 1
<br />R_
<br />LO
<br />LL
<br />O
<br />T
<br />W
<br />W
<br />�l_
<br />VJ
<br />W
<br />W
<br />U)
<br />CURVE TABLE
<br />CURVE
<br />DELTA
<br />KITTITAS
<br />COUNTY, WASHINGTON
<br />C3
<br />90°00'00"
<br />25.00
<br />ASSESSOR PARCEL NUMBER
<br />431033/MAP NUMBER 18-18-27010-0002
<br />90'30'47"
<br />25.00
<br />39.49
<br />C5
<br />PARCEL
<br />4 OWNER OENONE KINMAN
<br />39.05
<br />C20
<br />29°59'08"
<br />22.00
<br />SURVEY #570477
<br />1113 W. BENDER ROAD 20' ACCESS
<br />9
<br />Q
<br />1 1
<br />38.00
<br />19.89
<br />C32
<br />3201PG28 ELLENSBURG, WA 98926 EASEMENT
<br />EAST LINE OF THE W 1/2 OF THE NE 1/4
<br />3.01
<br />C33
<br />N 00',31'39" W
<br />425.00
<br />2545.19'
<br />C37
<br />n
<br />1220.84'
<br />CA
<br />55.22'
<br />54.78' V 189.10'
<br />- �-
<br />1n 1025.24'
<br />-
<br />325.00
<br />_
<br />TRACT H 0 1 o Q Q QS Q6 1
<br />30'
<br />---\ TRACT C
<br />N i TRACT M
<br />31.28
<br />C40
<br />2°32'10"
<br />30'
<br />��
<br />Q 10 AAAA
<br />EIAAAA
<br />s'
<br />N 2°53'42" W
<br />N 0°00'52" W 130.00'
<br />N 0°00'52" W 85.00' N 0-17'11" E o
<br />40.00'
<br />40.00'
<br />50.00'
<br />LO
<br />52.59' \N 4°28'27" E N 9°4
<br />100' SETBACK FROM WHISKEY CREEK 16
<br />E
<br />nwoo
<br />w
<br />f�
<br />1 0,10'
<br />\8.18'484782
<br />N 14°59,w
<br />o
<br />w
<br />�
<br />o
<br />\
<br />4 36 Eo000
<br />8. 7 8: N
<br />352
<br />00
<br />0 353
<br />354
<br />r
<br />TRACT Z-10 \
<br />48 78,1"e
<br />dJ5
<br />��
<br />��
<br />00AA�
<br />zzz
<br />APPROXIMATE NORTHERLY LIMITS OF
<br />100 YEAR FLOOD PLAIN
<br />15vC33
<br />I
<br />30'
<br />z30'00
<br />2'
<br />/
<br />�)
<br />C57"
<br />37.61'
<br />40.00'
<br />25.00'
<br />I
<br />95.56' 10'io
<br />WRANGLER N
<br />N WRANGLER
<br />u' R-400-00'
<br />- -
<br />R4.91'
<br />R-37 5.00'
<br />•3 �
<br />1 57.61 ' 150.56' =425 00' \
<br />DRIVE N 00°00'52" W 308.17' DRIVE S�-24°3-0'4-� - L_ \\ \So6:
<br />N N 777 73, R\ \ \ \ � 4,395216
<br />r p=7.47'50 37.61 40.00' 25.00'
<br />L=51.03'
<br />C32 Li LLJ 30'
<br />1 O e o 00 0 1 �- 1 0
<br />J o 0 0
<br />o P o ° 0 c) 0 0
<br />oU! 01 o o u o0 0
<br />�= 290 z 289 z 288co287 W
<br />291 `-1 zI Z)
<br />NO°01'38"W z
<br />N4°22'23 N W 39.82' 0°00'52" W 11.1
<br />N12 Sg Z'S3 „W 37__40' - ---J>
<br />4
<br />20.59.24' s NO°00'52"W 50.00 Q
<br />24
<br />-3 40.00
<br />8.16'5 w 0 F-
<br />0
<br />284 -285 0 -,286 N
<br />N o_283 0
<br />00
<br />o w o
<br />o ,�
<br />co
<br />oO�282 N 0 L 00
<br />b,
<br />30'
<br />m 5.78' 00 z
<br />T m z
<br />LL L=37.84' L=32.19'
<br />6-4o'17" L=5°40'31" 40.00'-125,00'
<br />r R_32 -5.p0, LONGHORN N
<br />r �0_ 125.78' _
<br />I- R 41,00_120.23-� N 00°00'52" W
<br />W s 22 5 LOOP N
<br />W ��
<br />�, 8,215'06 p=10L00'16" 40.00' 25.00' C
<br />M 1s_ A. 46'x_ L=48.02' 1�
<br />W 10 D 56 50 Z 5.78' w w
<br />0
<br />rrW ooLo C3 0
<br />m Q o 30
<br />VJ
<br />TRACT j�/� GF� Fol A
<br />LEGEND
<br />= ESM WILL SET SURFACE BRASS CAP STAMPED:
<br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION
<br />O = FOUND MONUMENT AS NOTED
<br />• = 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 />IX = 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 />Q= PUBLIC UTILITY EASEMENT
<br />A2 = STORM DRAINAGE EASEMENT
<br />A5 = IRRIGATION EASEMENT
<br />A6 = INGRESS, EGRESS
<br />AND STORM DRAINAGE
<br />MAINTENANCE EASEMENT
<br />A8 =MAILBOX EASEMENT
<br />A = ACCESS/FLOOD CONTROL EASEMENT
<br />N�
<br />24°30'47" 00. 60,
<br />=160-400 83S
<br />R--3� Nh a\39 .00,
<br />� X00
<br />a 00'
<br />TRACT Z-9
<br />aAAAA
<br />64.44' 22 2g'02':
<br />L_7274
<br />N RANCHERO R=325.00
<br />119.44' L�47�
<br />• A=22°28'02:, 1 7 d 3� -.
<br />N LANE R=3 00 00R ? 64� R,62 9'37 » �0:
<br />\� 00:
<br />-F-10'
<br />N 0000'52" W
<br />SEE SHEET 7 OF 15
<br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-12.DWG
<br />I MAUI L-1 L
<br />0AAA
<br />TRACT D
<br />a1GAAAA
<br />SCALE: 1'° = 50'
<br />50' 25' 0 50' 100'
<br />4 ,37p R,6S I
<br />49,'3 00'
<br />C ,42g 1
<br />R_
<br />LO
<br />LL
<br />O
<br />T
<br />W
<br />W
<br />�l_
<br />VJ
<br />W
<br />W
<br />U)
<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 />C41
<br />1'51'32"
<br />425.00
<br />13.79
<br />
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