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- 1706.01 _ 1025.24'___ ------------- __-_--- <br />TO NE CORNER OF TRACT Z-2 - <br />r � 11 <br />rno0o z <br />Q20' ACCESS TRACT M � >> CENTERLINE OF j 000 <br />N9 1 ESASEMENT J\\❑QQQQ Mn o c WHISKEY CREEK N w <br />4° 0AAAA 6 9 rn rn <br />9 36" z -+ � TOP OF BANK M N <br />rn <br />N 20 A/ <br />481 8'7 E 39.0734 E <br />N 7`55'37" E <br />\ N 136 36.85' <br />N 10° 59'42" W <br />47.39 <br />N 7°26'24" W <br />36.85' --ice 51' 15„ W <br />N 39.10' <br />.85' N 0°14'37" E <br />36.85' <br />N 1°22'53" W <br />47.39' <br />N 6-11'17" W 47.39 <br />47.39' N <br />R47.39, E <br />100' SETBACK FROM WHISKEY CREEK <br />N 8° 1,3'5 -/ " E <br />47.39' <br />N 3°25'32" E <br />N 7830'10„ <br />X0.32 , E <br />`� R 4787 g3' TRACT Z-10 <br />4 \ OU <br />a000 <br />p=60°5812 R=465.00' L--494 2 _ <br />Ln 4 <br />r �� > A \ 4=39°52'16 R=375.00' L=260.96' — — v <br />73 \ VV p_105°22' R=440.00' LLL 809 <br />O ,� � RANGLER DRIVE \ <br />N _ <br />N \ 4_39°52'16" R 0004 0004 0' L-278.3 —A=93°27'56" R=415.00' L_6769g, N o <br />W — 16" R=425.00_L=295.75)_ <br />W Lo <br />W APPROXIMATE NORTHWESTERLY LIMITS 15 I I <br />\ �OF 100 YEAR FLOOD PLAIN Wr <br />H <br />10' Cn O <br />TRACT Z-9 I W <br />II Cn <br />F91AAAA \ <br />70' <br />�p 4,99\ <br />412.61= <br />=37°49'31" <br />64-7 OOC\ <br />\ RgNC R=625.00' 210 44,7005°22 <br />HERO LANE_ R=165.00' R ,9' <br />— — 4" p_42°36'5L-1 .0 59 <br />R=650.00' L=429.11' `72, O' g <br />R=675.00' <br />,�=37°49'31 " 1 <br />L =445.62' 0 <br />� A <br />TRACT Z-12 �� \ <br />a000 <br />N 05"09'37" E 10 <br />N 12 5.9'53 <br />W 47.00' '061 06E 2 <br />2 <br />72.4 N 02°41'10" E 61.13' W <br />--7 N 07°11'59" <br />2 5'3 7 <br />10' <br />� <br />TRACT D <br />0 IO AAAA <br />FRA KT z -R <br />LEGEND SEE SHEET 6 OF 15 <br />50 = ESM WILL SET SURFACE BRASS CAP STAMPED: <br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION <br />= 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 SCALE: 1 " = 50' <br />(R) = RADIAL BEARING <br /><> = RADIAL BEARING AT LOT CORNER <br />50' 25' 0 50' 100' <br />(R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 <br />❑X = INDICATES NOTE NUMBER ON SHEET 3 OF 15 <br />2INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 <br />= INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 <br />01 =PUBLIC UTILITY EASEMENT <br />02 =PUBLIC STORM DRAINAGE EASEMENT <br />5 = IRRIGATION EASEMENT <br />A6 = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT <br />Q- ACCESS/FLOOD CONTROL EASEMENT <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-13.DWG <br />RECORDING CERTIFICATE <br />FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, <br />THIS DAY OF A.D., 2021, AT MINUTES PAST <br />O'CLOCK M., AND RECORDED IN VOLUME OF PLATS, ON <br />PAGES RECORDS OF KITTITAS COUNTY, WASHINGTON. <br />KITTITAS COUNTY AUDITOR <br />AUDITOR'S REFERENCE: <br />RY <br />DEPUTY COUNTY AUDITOR <br />CONSULTING ENGINEERS LLC <br />33400 8th Avenue S. I I II <br />Suite 205 <br />Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 <br />LYNNWOOD (425) 297-9900 <br />www.esmcivil.com <br />Civil Engineering Land Surveying Land Planning <br />Public Works I Project Management I Landscape Architecture <br />DATE : 2021-11-18 JUB NO. 410-028-012-0105 <br />DRAWN BY: B.S./P.T,/J.K./C.F./R.G. SHEET 13 OR 15 <br />AUDITOR'S REFERENCE <br />BLACK HORSE AT WHISKEY CREEK - <br />PHASE 1 <br />A PLAT COMMUNITY <br />A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T <br />18 N, R 18 E, <br />W. M. LP -21-0 022 <br />LPF21001 1 <br />PARCEL 4 <br />SUI?VFY #570477 <br />KITTITAS COUNTY WAS H I N GTO N <br />820/PG2,5 <br />ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 <br />UNPLATTED <br />owNER .-OL-NONE KiNMAN <br />EAST LINE OF THE W 112 <br />of THE NE 1/4 <br />OWNER OE NONE KINMAN <br />7 7 7 3 W BENDER ROAD <br />7 713 W. BENDER ROAD <br />ELLENSBURG, WA 98926 <br />N 00'31'39" W 2545.19' <br />ELLENSBURG, WA 98926 <br />- 1706.01 _ 1025.24'___ ------------- __-_--- <br />TO NE CORNER OF TRACT Z-2 - <br />r � 11 <br />rno0o z <br />Q20' ACCESS TRACT M � >> CENTERLINE OF j 000 <br />N9 1 ESASEMENT J\\❑QQQQ Mn o c WHISKEY CREEK N w <br />4° 0AAAA 6 9 rn rn <br />9 36" z -+ � TOP OF BANK M N <br />rn <br />N 20 A/ <br />481 8'7 E 39.0734 E <br />N 7`55'37" E <br />\ N 136 36.85' <br />N 10° 59'42" W <br />47.39 <br />N 7°26'24" W <br />36.85' --ice 51' 15„ W <br />N 39.10' <br />.85' N 0°14'37" E <br />36.85' <br />N 1°22'53" W <br />47.39' <br />N 6-11'17" W 47.39 <br />47.39' N <br />R47.39, E <br />100' SETBACK FROM WHISKEY CREEK <br />N 8° 1,3'5 -/ " E <br />47.39' <br />N 3°25'32" E <br />N 7830'10„ <br />X0.32 , E <br />`� R 4787 g3' TRACT Z-10 <br />4 \ OU <br />a000 <br />p=60°5812 R=465.00' L--494 2 _ <br />Ln 4 <br />r �� > A \ 4=39°52'16 R=375.00' L=260.96' — — v <br />73 \ VV p_105°22' R=440.00' LLL 809 <br />O ,� � RANGLER DRIVE \ <br />N _ <br />N \ 4_39°52'16" R 0004 0004 0' L-278.3 —A=93°27'56" R=415.00' L_6769g, N o <br />W — 16" R=425.00_L=295.75)_ <br />W Lo <br />W APPROXIMATE NORTHWESTERLY LIMITS 15 I I <br />\ �OF 100 YEAR FLOOD PLAIN Wr <br />H <br />10' Cn O <br />TRACT Z-9 I W <br />II Cn <br />F91AAAA \ <br />70' <br />�p 4,99\ <br />412.61= <br />=37°49'31" <br />64-7 OOC\ <br />\ RgNC R=625.00' 210 44,7005°22 <br />HERO LANE_ R=165.00' R ,9' <br />— — 4" p_42°36'5L-1 .0 59 <br />R=650.00' L=429.11' `72, O' g <br />R=675.00' <br />,�=37°49'31 " 1 <br />L =445.62' 0 <br />� A <br />TRACT Z-12 �� \ <br />a000 <br />N 05"09'37" E 10 <br />N 12 5.9'53 <br />W 47.00' '061 06E 2 <br />2 <br />72.4 N 02°41'10" E 61.13' W <br />--7 N 07°11'59" <br />2 5'3 7 <br />10' <br />� <br />TRACT D <br />0 IO AAAA <br />FRA KT z -R <br />LEGEND SEE SHEET 6 OF 15 <br />50 = ESM WILL SET SURFACE BRASS CAP STAMPED: <br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION <br />= 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 SCALE: 1 " = 50' <br />(R) = RADIAL BEARING <br /><> = RADIAL BEARING AT LOT CORNER <br />50' 25' 0 50' 100' <br />(R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 <br />❑X = INDICATES NOTE NUMBER ON SHEET 3 OF 15 <br />2INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 <br />= INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 <br />01 =PUBLIC UTILITY EASEMENT <br />02 =PUBLIC STORM DRAINAGE EASEMENT <br />5 = IRRIGATION EASEMENT <br />A6 = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT <br />Q- ACCESS/FLOOD CONTROL EASEMENT <br />DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-13.DWG <br />RECORDING CERTIFICATE <br />FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, <br />THIS DAY OF A.D., 2021, AT MINUTES PAST <br />O'CLOCK M., AND RECORDED IN VOLUME OF PLATS, ON <br />PAGES RECORDS OF KITTITAS COUNTY, WASHINGTON. <br />KITTITAS COUNTY AUDITOR <br />AUDITOR'S REFERENCE: <br />RY <br />DEPUTY COUNTY AUDITOR <br />CONSULTING ENGINEERS LLC <br />33400 8th Avenue S. I I II <br />Suite 205 <br />Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 <br />LYNNWOOD (425) 297-9900 <br />www.esmcivil.com <br />Civil Engineering Land Surveying Land Planning <br />Public Works I Project Management I Landscape Architecture <br />DATE : 2021-11-18 JUB NO. 410-028-012-0105 <br />DRAWN BY: B.S./P.T,/J.K./C.F./R.G. SHEET 13 OR 15 <br />