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LPF-21-00011 Black Horse at Whiskey Ph 1 Mylars - 2nd Submittal
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2021-12-07 10:00 AM - Commissioners' Agenda
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LPF-21-00011 Black Horse at Whiskey Ph 1 Mylars - 2nd Submittal
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Last modified
12/2/2021 1:20:58 PM
Creation date
12/2/2021 1:18:30 PM
Metadata
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Meeting
Date
12/7/2021
Meeting title
Commissioners' Agenda
Location
Commissioners' Auditorium
Address
205 West 5th Room 109 - Ellensburg
Meeting type
Regular
Meeting document type
Supporting documentation
Supplemental fields
Alpha Order
z
Item
Request to Approve Mylars for the Final Plat for Phase 1 of Black Horse Plat (LPF-21-00011)
Order
26
Placement
Consent Agenda
Row ID
83921
Type
Sign final mylars
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AUDITOR'S REFERENCE <br />A PORTION OF THE NORTHEAST QUAR"'I'ER OF SECTION 27, T 18 t'-4& R18 W.M <br />KITTITAS COUNTY, WASHINGTON <br />ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 <br />SCALE: 1 " = 50' ��� SEE SHEET OF 15 <br />R Tn T q ` � <br />`��y 9 �1 APPROXIMATE NORTHWESTERLY LIM TS / / �/ / V <br />\ ��OF 100 YEAR FLOOD PLAIN 15 , r <br />50' 25' 0 50' 100' �� ' �z. \ r <br />EASEMENT LINE TABLECT <br />O %FRA <br />LINE <br />DELTA <br />BEARING <br />0 <br />DISTANCE <br />E1 <br />N <br />32°55'20" <br />W <br />10.99 <br />E2 <br />N <br />20°34'17" <br />W <br />30.73 <br />E3 <br />N <br />1646'25 <br />W <br />25.50 <br />E4 <br />N <br />1 1'40'0 1 " <br />W <br />27.52 <br />E5 <br />N <br />07°52'25 <br />W <br />30.14 <br />E6 <br />N <br />00°35'24" <br />W <br />29.80 <br />E7 <br />N <br />01°58'36" <br />W <br />30.33 <br />E8 <br />N <br />00°35'21 " <br />E <br />29.38 <br />E9 <br />N <br />03°06'46" <br />W <br />30.88 <br />E10 <br />N <br />10°45'06" <br />W <br />32.44 <br />E11 <br />N <br />17°36'56" <br />W <br />33.09 <br />E12 <br />N <br />20°32'34" <br />W <br />36.74 <br />E13 <br />N <br />17°18'02" <br />W <br />29.53 <br />E14 <br />N <br />25°33'39" <br />W <br />29.70 <br />E15 <br />N <br />39°36'26" <br />W <br />13.01 <br />E16 <br />N <br />33°07'20" <br />W <br />30.69 <br />E17 <br />N <br />25°09'44" <br />W <br />29.04 <br />E 1 8 <br />N <br />22'49'12 " <br />W <br />29.65 <br />E19 <br />N <br />21°19'44" <br />W <br />30.00 <br />E20 <br />N <br />17°40'08" <br />W <br />28.56 <br />E21 <br />N <br />11°00'08" <br />W <br />31.48 <br />E22 <br />N <br />04'16'03" <br />W <br />21.19 <br />E23 <br />N <br />02°23'27" <br />W <br />35.02 <br />E24 <br />N <br />08°31'50" <br />W <br />30.72 <br />E25 <br />N <br />25°31'42" <br />W <br />21.36 <br />E26 <br />N <br />12°49'59" <br />W <br />21.05 <br />E27 <br />N <br />25°02'32" <br />W <br />29.67 <br />E28 <br />N <br />26°58'30" <br />W <br />26.38 <br />E29 <br />N <br />33°58'22" <br />W <br />31.55 <br />E30 <br />N <br />61°43'44" <br />W <br />6.91 <br />E31 <br />N <br />20-34'17" <br />W <br />19.31 <br />') \-�. \ Z-9 � TRI CT F 00 <br />\V-) C.13 ° o <br />W \ � w 10 <br />Lid 0) <br />T I <br />LL. BLACK i HORSE BOULEVARD 1 <br />O 0 o o N 00°00'12" E(R) 403.90' 1 <br />TRACT D 153.90' <br />�- 0 Qf 250.00' o 123.90' <br />3❑ 10 AAAA <br />i <br />w o o o <br />Uj <br />� I <br />C46 53.51' 51.23' 10' <br />/A=99°35'38" <br />0 <br />w <N 4g°3 N 12° R=25.00' A=82°22'38" <br />LP W-- 06- - wr 2 <br />LPF-21 - 0001 1 <br />N <br />LO <br />QO <br />w <br />z <br />Li J <br />z_m <br />Li <br />J <br />F-0} <br />z < <br />U II <br />zo 0 <br />w <br />a <br />30.00 n o <br />w�= <br />0 <br />Qww <br />woo <br />L=43.46 <br />9 42„ E, U4,27" E (R) <br />LLJ/Np <br />R <br />DELTA <br />RADIUS <br />0 <br />C3 <br />Z� C45 195 30 35.94°° <br />25' 25' <br />25.00 <br />10' ��� / <br />C42 <br />57°28'21 <br />48.25 <br />48.40 <br />.RACT Z-7 <br />24'26'15 <br />'o <br />20.58 <br />Q <br />l <br />415.00 <br />/ � <br />� <br />C45 <br />33°56'40" <br />�/ <br />1 <br />AAAA <br />1 5 6 �� �„^�- <br />0 <br />17.60 <br />a <br />0o 0 <br />w <br />z <br />w TRACT P ��\ <br />OQ <br />w <br />a , aao�oaA <br />oo� <br />/�z <br />cq <br />�, <br />Q <br />z <br />/ TRACT E N I" <br />I <br />1° <br />z <br />\ <br />�D� <br />/ a 10 AAA <br />/ <br />o<z°o <br />000U) <br />- <br />.. <br /><W�S <br />In <br />m <br />a o <br />1C1' <br />QoM <br />EASEMENT. ACTUAL LOCATION IS 5' ON00 <br />� m <br />z <br />EACH SIDE OF THE CENTERLINE OF THE <br />X 0 J <br />LINES AS INSTALLED - SEE DETAIL "C" ON <br />z <br />SHEET 15 <br />rn <br />o z <br />( <br />I 11-1 <br />Q_j� <br />o=g9q7am v O TRACT P <br />DELTA <br />RADIUS <br />LENGTH <br />C3 <br />90°00'00" <br />25.00 <br />10' ��� / <br />C42 <br />57°28'21 <br />48.25 <br />48.40 <br />.RACT Z-7 <br />24'26'15 <br />'o <br />20.58 <br />Q <br />2°28'37" <br />415.00 <br />/ � <br />� <br />C45 <br />33°56'40" <br />O <br />1 <br />AAAA <br />1 5 6 �� �„^�- <br />� <br />17.60 <br />TRACT 0 <br />0o 0 <br />w <br />z <br />w TRACT P ��\ <br />OQ <br />w <br />a , aao�oaA <br />oo� <br />cq <br />�, <br />z <br />���ti��%�\ <br />I <br />0 <br />z <br />\ <br />10 <br />w Z 00 <br />/ <br />w <br />0. �� <br />X�9'/ S, <br />m <br />c A4 APPROXIMATE LOCATION OF 10' POWER <br />1C1' <br />EASEMENT. ACTUAL LOCATION IS 5' ON00 <br />EACH SIDE OF THE CENTERLINE OF THE <br />LINES AS INSTALLED - SEE DETAIL "C" ON <br />z <br />SHEET 15 <br />rn <br />o z <br />( <br />I 11-1 <br />� 0 <br />z <br />CURVE TABLE T / N o0°00LO <br />'12" <br />E <br />Q � <br />2 00' <br />` Q <br />CURVE <br />DELTA <br />RADIUS <br />LENGTH <br />C3 <br />90°00'00" <br />25.00 <br />39.27 <br />C42 <br />57°28'21 <br />48.25 <br />48.40 <br />C43 <br />24'26'15 <br />48.25 <br />20.58 <br />C44 <br />2°28'37" <br />415.00 <br />17.94 <br />C45 <br />33°56'40" <br />25.00 <br />14.81 <br />C46 <br />40°20'30" <br />25.00 <br />17.60 <br />LL <br />(1) <br />o w <br />N 00'00'12" E 60.00' <br />DO <br />_ o <br />0 z <br />(00 <br />7DS <br />: o <br />°° <br />TRACT 0 <br />0o 0 <br />w <br />z <br />w TRACT P ��\ <br />OQ <br />w <br />a , aao�oaA <br />oo� <br />�, <br />0 <br />���ti��%�\ <br />I <br />� <br />o w <br />10 <br />w Z 00 <br />/ <br />z <br />w1 z w <br />w° ��, U z <br />w, vd \ N 00°00' 12" E 60.00' m <br />A APPROXIMATE LOCATION OF 10' POWER �S. ,N 30' z <br />Lo -EASEMENT. ACTUAL LOCATION IS 5' ON \ \ / (D w <br />EACH SIDE OF THE CENTERLINE OF THE / M <br />TRACT Q LINES AS INSTALLED - SEE DETAIL "C" ON \ \ <br />SHEET 15 �, \ s >10' <br />\ �0\Ln Lo <br />11 26' 09„ W \\\ c' 06 1a I N N <br />N 00° 18'35" W 121.21 ' 6BgC) a 1 F s� il- <br />w j 4, E�9 o. F� o 00 <br />'zt- <br />z N 14 3i �� E24 N 02 51 39" E 82.30' E23 E22 E21 13 E15 �/ �� co 00 <br />w X25 X12 � o z z <br />LEGEND I X26 TRACT L = N 00°02'31° E 226.87' 11 \ !LOj� <br />ROW = N 00°02'31 " E 251.96' B10�/ �v POWER EASEMENT <br />= ESM WILL SET SURFACE BRASS CAP STAMPED: E6 E7 E8 E9_�- SEE DETAIL "A" ON <br />"L.S. 44925" UPON COMPLETION OF CONSTRUCTION = F2 E5 N 00'36 08 W �� SHEET 14 <br />0 = FOUND MONUMENT AS NOTED ��� 2 E3 �4 TRACT L ❑5 AAAAA 34'88' G� O FOUND MONUMENT <br />�. 1 2 3 4 6 7 3 D�, <br />• =PROPERTY CORNER SET - SEE NOTE 2 ON N 62.1 7' E ��'� 1 h4 7, ' "� p , o SEE SHEET 3 <br />�' O FOR DESCRIPTION <br />SHEET 3 OF 15 �� _ 51.32' _ F _ 184.83' N 00°33'30" W 169.97' - qj°)�Q�' <br />e = DELTA N 00'02'31 " E 266.04' N 00' 12'01 " W 134.97' <br />R = RADIUS N 00'15'12" W 2638.48' FROM FOUND CENTER OF SECTION TO FOUND N 1/4 <br />L = ARC LENGTH - 1051.09' _ 27 <br />(R) = RADIAL BEARING N 0(0'0-2'31" E 2390.89' CENTERLINE OF <br /><> = RADIAL BEARING AT LOT CORNER o RIGHT OF WAY TO FOUND N 1/4 o N 00°33'30" W 247.57' oNORTH-SOUTH <br />(R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 REECER CREEK ROAD FOUND MONUMENT A=89°26'18" CENTERLINE OF <br />R=48.25' SECTION = <br />N 0.1' W 1.0' <br />F]= INDICATES NOTE NUMBER ON SHEET 3 OF 15 FROM CALCULATED L=75.32' N 00'15'12" W <br />ADDITIONAL RIGHT OF WAY CENTERLINE OF RIGHT OF WAY 5276.33' FROM <br />POSITION PERR4 <br />X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 LDEDICATED TO THE PUBLIC (R4) <br />AND FOUND S 1/4 TO <br />CALCULATED PERR4 <br />UPON THE RECORDING OF (R4) FOUND N 1/4 <br />INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 THIS PLAT FOUND N 1/4 AND S 1 /4 <br />Al = PUBLIC UTILITY EASEMENT CORNERS <br />A2 = STORM DRAINAGE EASEMENT DWG NAME: vvESM8vENGR ESM -JOBSv410v028v005vPLOTSvFINALvFP-P1-05.DWC <br />A3 WATER EASEMENT <br />A4 = POWER (GAS AND ELECTRIC) EASEMENT.�.�,,,���,�.�.�..��,�._,�..,..�...��..�..,.�.� 3 �➢�� <br />A= IRRIGATION EASEMENT T RECORDING CERTIFICATE CONSULTING EN `9 I N E E R S L LC <br />A6 = INGRESS, EGRESS A A L 33400 8th Avenue S. I I I <br />AND STORM DRAINAGE �� FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, <br />°'' 40 <br />THIS DAY OF A.D., 2021, AT MINUTES PAST Suite 205 <br />MAINTENANCE EASEMENT <br />O'CLOCK M., AND RECORDED IN VOLUME OF PLATS, ON Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 <br />A = SANITARY SEWERa LYNNWOOD (425) 297-9900 <br />•a ,, c PAGES RECORDS OF KITTITAS COUNTY, WASHINGTON. WWW esmCivil com <br />EASEMENT A 00 r, A <br />KITTITAS COUNTY AUDITOR <br />AUDITOR'S REFERENCE: <br />BY : <br />DEPUTY COUNTY AUDITOR <br />Civil Engineering I Land Surveying Land Planning <br />Public Works Project Management Landscape Architecture <br />DATE 2021 -1 1 -1 0S NC_ 05 <br />DRAWN BY: B.S./P.T/J.K./, � ,,- - .,. DEET <br />
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