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HomeMy WebLinkAboutLPF-21-00011 Black Horse at Whiskey Ph 1 Signed MylarsBLACK HORSE AT WHISKEY CREEK -PHASE 1 A PLAT COMMUNITY A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. KITTITAS COUNTY, WAS H I N GTO N ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 LEGAL DESCRIPTION THE WEST HALF OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 EAST, W.M., IN THE COUNTY OF KITTITAS, STATE OF WASHINGTON; EXCEPT RIGHT OF WAY' FOR REECER CREEK COUNTY ROAD AND BENDER COUNTY ROAD; AND EXCEPT A PARCEL OF LAND LAYING IN THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 EAST, W.M., COMMENCING AT THE NORTHWEST CORNER OF SAID QUARTER SECTION; THENCE 30.0 FEET ALONG THE NORTH LINE OF SAID QUARTER TO THE EAST RIGHT OF WAY LINE OF REECER CREEK ROAD AND THE TRUE POINT OF BEGINNING; THENCE 10.0 FEET ALONG THE NORTH LINE OF SAID QUARTER; THENCE SOUTHERLY AND PARALLEL WITH THE EAST RIGHT OF WAY LINE OF REECER CREEK ROAD, 2139.26 FEET; THENCE NORTHWESTERLY 17.10 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE FOR REECER CREEK ROAD RIGHT OF WAY; THENCE NORTHERLY 2125.25 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT A PARCEL OF LAND LAYING IN THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 18 NORTH, RANGE 18 EAST, W.M., COMMENCING AT THE SOUTHWEST CORNER OF SAID QUARTER; THENCE NORTH 00'09'12" EAST, 29.92 FEET ALONG THE WEST LINE OF SAID QUARTER; THENCE SOUTH 89°50'48" EAST, 18.05 FEET TO THE INTERSECTION OF THE RIGHT OF WAYS FOR REECER CREEK ROAD AND BENDER ROAD AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 89`35'18" EAST, 47.69 FEET ALONG THE NORTH RIGHT OF WAY LINE OF BENDER ROAD TO THE BEGINNING OF A CURVE TO THE RIGHT, A CHORD BEARING NORTH 44°53'31" WEST, A CHORD LENGTH OF 67.80 FEET, A CURVE LENGTH OF 75.20 FEET TO THE END OF THE CURVE; THENCE SOUTH 00`11'44" EAST, 47.69 FEET ALONG THE EAST RIGHT OF WAY FOR REECER CREEK ROAD AND THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTION CONVEYED TO KITTITAS COUNTY, STATE OF WASHINGTON, BY DEED RECORDED MARCH 1, 2005, UNDER AUDITOR'S FILE NO. 200503010021; AND EXCEPT ALL RIGHTS AS CONVEYED BY THAT CERTAIN MINERAL DEED, RECORDED OCTOBER 1 1 , 2006 UNDER AUDITOR'S FILE NO. 200610110009- DEDICATION 00610110009. DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT DO HEREBY DECLARE THIS PLAT AND DEDICATE TO THE PUBLIC FOREVER ALL ROADS AND WAYS HEREON WITH THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS, AND THE RIGHT TO CONTINUE TO DRAIN SAID ROADS AND WAYS OVER AND ACROSS ANY LOT OR LOTS, WHERE WATER MIGHT TAKE A 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. THE COSTS OF CONSTRUCTION, MAINTAINING AND SNOW REMOVAL OF ALL ROADS, STREETS, AND ALLEYS WITHIN THIS PLAT AND ALL ACCESS ROADS TO THIS PLAT SHALL BE THE OBLIGATION OF A NON PROFIT CORPORATION COMPOSED OF ALL THE OWNERS OF THE LOTS OF THE PLAT AND OF ANY ADDITIONAL PLATS THAT MAY BE SERVED BY THESE ROADS, STREETS AND ALLEYS. THE UNDERSIGNED OWNER OR OWNERS OF THE INTEREST IN THE REAL ESTATE DESCRIBED HEREIN HEREBY DECLARE THIS MAP AND DEDICATE THE SAME FOR A COMMON INTEREST COMMUNITY NAMED BLACK HORSE AT WHISKEY CREEK, A PLAT COMMUNITY, AS THAT TERM IS DEFINED IN THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT, SOLELY TO MEET THE REQUIREMENTS OF THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT AND NOT FOR ANY PUBLIC PURPOSE. THIS MAP AND ANY PORTION THEREOF IS RESTRICTED BY LAW AND THE DECLARATION FOR BLACK HORSE AT WHISKEY CREEK RECORDED UNDER KITTITAS COUNTY RECEIVING NO. IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HAND. DECLARANT: SSHI, LLC, A DELAWARE LIMITED LIABILITY COMPANY, DBA D.R. HORTON BY: SHLR OF WASHINGTON INC., A WASHINGTON CORPORATION, IT'S MANAGER BY: -090�IL KEVIN CAPUZZI I�■'31:7�lIHAW ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) SS COUNTY OF KING / ) ON THIS�D��AY OF ��{, � A.D., 2021, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED KEVIN CAPUZZI TO ME KNOWN TO BE THE VICE PRESIDENT OF SHLR OF WASHINGTON INC., A WASHINGTON CORPORATION, THE MANAGER OF SSHI, LLC, A DELAWARE LIMITED LIABILITY COMPANY, DBA D.R. HORTON, 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 WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. y�111611111 / �FIRSTsSS WRIMT NAND AND OFFICIAL SEAL THE DAY AND YEAR HULQ& {'NZ� NOTARY PU IC IN AND R THE STATE OF WASHINGTON dip .N RESIDING AT V e OF iip�`` DWG NAME: ESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-01.DWG APPROVALS CERTIFICATE OF COUNTY EXAMINED A D APPROVED THIS z DAY OF J)&ZA.43ep A.D., 2021. TITAS COUNTY EA)&T JeZAL- CERTIFICATE OF COUNTY COMMUNITY DEVELOPMENT SERVICES DIRECTOR I HEREBY CERTIFY THAT THE PLAT OF "BLACK HORSE AT WHISKEY CREEK - PHASE 1" HAS BEEN EXAMINED BY ME AND FIND THAT IT CONFORMS TO THE COMPREHENSIVE PLAN OF THE KITTITAS COUNTY PLANNING COMMISSION. DATED THIS ,'�^� DAY OF DtLaMb�� A.D., 2021. orvicip. KITTITAS UNTY OMMUN DEVELOPMENT SERVICES Rtjkgj.j CERTIFICATE OF COUNTY TREASURER I HEREBY CERTIFY THAT THE TAXES AND ASSESSMENTS ARE PAID FOR THE PRECEDING YEARS AND ARE CURRENT AS OF THE DATE OF MY SIGNATURE BELOW. DATED THIS DAY OF , A.D., 2021. KITTITAS COUNTY TREASURER CERTIFICATE OF COUNTY HEALTH OFFICER I HEREBY CERTIFY THAT THE PLAT HAS BEEN EXAMINED AND CONFORMS TO CURRENT KITTITAS COUNTY CODE CHAPTER 13. DATED THIS Iop�\DAY OF V� �C , A.D., 2021. ITT AS 0 F ER CERTIFICATE OF COUNTY ASSESSOR I HEREBY CERTIFY THAT THE PLAT OF "BLACK HORSE AT WHISKEY CREEK - PHASE 1" HAS BEEN EXAMINED BY ME AND I FIND THE PROPERTY TO BE IN ACCEPTABLE CONDITION FOR PLATTING. DATED THIS 22n4 DAY OF �tiVeiVVl�i A.D., 2021. KITTITAS COUNTY OSSESSJR CERTIFICATE OF BOARD OF COUNTY COMMISSIONERS EXAMINED AND APPROVED THIS DAY OF A.D., 2021. BOARD OF COUNTY COMMISSIONERS KITTITAS COUNTY, WASHINGTON ATTEST CHAIRMAN CLERK OF THE BOARD VICINITY MAP SCALE: 1"=2000' LP -06-00022 LPF-21 -00011 SUBDIVISION LOCATOR NOT TO SCALE 27 TOWNSHIP 18 NORTH RANGE 18 EAST IQ FFA P -- BOWERS 21 22 VJROAD -�-- 22 --27 23 / -- -- -- 28 27 26 0 I 6� / w ` " 0 ��\�G� z I yti o .I O Lu qy�� w BENDER ROAD o O'AJ T� Lr Z I C J7`t OF' x EL I rJ\JSRJRG g , •97 •• �O I i 9Q I / i It,... • -IT •2 27 27 26 33 3 - - - - - —T.. 4 35 �' _"? G07/ r^rn rn �f'9> m I �Py �: •F�� � •� • 9L Fti ��. K'F 97 .. l Gp�GPO CJ-rY' Gr �LLrJ�J� JF�G SUBDIVISION LOCATOR NOT TO SCALE 27 TOWNSHIP 18 NORTH RANGE 18 EAST BLACK HORSE AT WHISKEY CREEK - PHASE 1 J A PLAT COMMUNITY A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 EASEMENT PROVISIONS 1. AN EASEMENT IS HEREBY DEDICATED AND CONVEYED TO THE CITY OF ELLENSBURG FOR SANITARY SEWER, WATER, ELECTRIC, GAS AND TELEPHONE PURPOSES AND IS RESERVED FOR AND GRANTED TO FAIR POINT COMMUNICATIONS, CHARTER CABLE AND OTHER UTILITY PROVIDERS, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS AND IS GRANTED AND CONVEYED TO THE BLACK HORSE AT WHISKEY CREEK HOME OWNERS ASSOCIATION FOR LOT/TRACT IRRIGATION PURPOSES UNDER AND UPON 1) THE EXTERIOR TEN (10) FEET OF ALL LOTS, TRACTS AND SPACES WITHIN THE PLAT LYING PARALLEL WITH AND ADJOINING ALL INTERIOR STREETS CREATED BY THIS PLAT; AND 2) UNDER AND UPON THE EXTERIOR TEN (10) FEET OF TRACTS A, B, H AND Q LYING PARALLEL WITH AND ADJOINING REECER CREEK ROAD AND BOWERS ROAD, IN WHICH TO CONSTRUCT, OPERATE, MAINTAIN, REPAIR, REPLACE AND ENLARGE UNDERGROUND PIPES, CONDUITS, CABLES, AND WIRES WITH ALL NECESSARY OR CONVENIENT UNDERGROUND OR GROUND -MOUNTING APPURTENANCES THERETO FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH SEWER, WATER, ELECTRIC, GAS, TELEPHONE, TELEVISION, STORM DRAINAGE, IRRIGATION AND OTHER UTILITY SERVICES, TOGETHER WITH THE RIGHT TO ENTER UPON THE STREETS, LOTS, TRACTS, AND SPACES AT ALL TIMES FOR THE PURPOSES HEREIN STATED. EACH UTILITY COMPANY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE FACILITIES THEY HAVE INSTALLED WITHIN SAID EASEMENTS. 2. INTENTIONALLY DELETED. 3. IN ADDITION TO THE EASEMENT GRANTED IN EASEMENT PROVISION 1, AN EASEMENT FOR WATER PURPOSES IS HEREBY DEDICATED AND CONVEYED TO THE CITY OF ELLENSBURG UNDER AND UPON 1) THE ENTIRETY OF TRACT J; AND 2) THAT EASEMENT DEFINED AND DEPICTED HEREIN AS "PUBLIC UTILITY EASEMENT" WITHIN TRACTS L AND P. THE CITY OF ELLENSBURG SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE WATER FACILITIES CONTAINED WITHIN SAID TRACTS. 4. IN ADDITION TO THE EASEMENT GRANTED IN EASEMENT PROVISION 1, AN EASEMENT FOR ELECTRICAL POWER AND GAS PURPOSES IS HEREBY DEDICATED AND CONVEYED TO THE CITY OF ELLENSBURG ENERGY SERVICES DEPARTMENT UNDER AND UPON THOSE EASEMENTS DEFINED AND DEPICTED AS "PUBLIC UTILITY EASEMENT" AND "POWER EASEMENT" WITHIN TRACTS L, 0, P AND Q HEREIN. THE 10 FOOT WIDE STRIP LABELED "POWER EASEMENT" IN TRACTS P AND Q LIES 5 FEET ON EACH SIDE OF THE FACILITIES AS INSTALLED AND IS SHOWN APPROXIMATELY HEREIN. THE CITY OF ELLENSBURG ENERGY SERVICES DEPARTMENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE POWER FACILITIES CONTAINED WITHIN SAID EASEMENTS. 5. IN ADDITION TO THE EASEMENT GRANTED IN EASEMENT PROVISION 1, AN EASEMENT FOR LOT/TRACT IRRIGATION PURPOSES IS HEREBY GRANTED AND CONVEYED TO THE BLACK HORSE AT WHISKEY CREEK HOME OWNERS ASSOCIATION UNDER AND UPON 1) THOSE PORTIONS OF TRACTS A, B, C, D, E, F, G, H, I, J, K, M, N, P AND TRACTS Z-1 THROUGH Z-12 CONTAINED WITHIN A 10 FOOT WIDE STRIP, LYING 5 FEET ON EACH SIDE OF THE FACILITIES AS INSTALLED AND 2) THOSE EASEMENTS WITHIN LOTS DEFINED AS "IRRIGATION EASEMENT" HEREIN. THE BLACK HORSE AT WHISKEY CREEK HOME OWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE IRRIGATION AND POWER FACILITIES CONTAINED WITHIN SAID EASEMENTS. THE EASEMENTS WITH4N TRACTS Z-1 THROUGH Z-12 MAY BE REPLACED BY A SPECIFIC EASEMENT LOCATION AS EACH TRACT IS FURTHER SUBDIVIDED. 6. IN ADDITION TO THE EASEMENT GRANTED IN EASEMENT PROVISION 1, AN EASEMENT IS HEREBY DEDICATED AND CONVEYED TO THE CITY OF ELLENSBURG FOR INGRESS, EGRESS AND- THE RIGHT TO MAINTAIN STORMWATER OVER, UNDER AND ACROSS 1) TRACTS A THROUGH Q, INCLUSIVE AND 2) TRACTS Z-1 THROUGH Z-12, INCLUSIVE, SHOULD THE BLACK HORSE AT WHISKEY CREEK HOME OWNERS ASSOCIATION FAIL TO DO SO. 7. IN ADDITION TO THE EASEMENT GRANTED IN EASEMENT PROVISION 1, AN EASEMENT FOR SANITARY SEWER PURPOSES IS HEREBY DEDICATED AND CONVEYED TO THE CITY OF ELLENSBURG UNDER AND UPON 1) THE ENTIRETY OF TRACT J; AND 2) THOSE EASEMENTS DEFINED AND DEPICTED AS "PUBLIC UTILITY EASEMENT" HEREIN WITHIN TRACTS L, N AND P. THE CITY OF ELLENSBURG SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE SANITARY SEWER FACILITIES CONTAINED WITHIN SAID EASEMENTS. 8. AN EASEMENT FOR MAIL BOX PURPOSES AS DEPICTED HEREIN WITHIN TRACT G IS HEREBY GRANTED AND CONVEYED TO THE OWNERS OF EACH LOT CONTAINED WITHIN THIS PLAT AND TO THE OWNERS OF THOSE LOTS TO BE CREATED IN THE FUTURE WITHIN TRACTS Z-1 THROUGH Z-12, INCLUSIVE. THE BLACK HORSE AT WHISKEY CREEK HOME OWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE MAILBOXES WITHIN SAID EASEMENT. 9. AN EASEMENT FOR FLOOD CONTROL AND ACCESS AS DEPICTED HEREIN WITHIN TRACTS C AND M IS HEREBY GRANTED AND CONVEYED TO THE KITTITAS COUNTY FLOOD CONTROL ZONE DISTRICT. 10. A PUBLIC UTILITY EASEMENT 10 FEET 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 LOT LINES. SAID EASEMENT SHALL BE USED FOR IRRIGATION. SAID EASEMENT IS NOT DEPICTED HEREIN. 11. THE EASEMENTS GRANTED HEREINABOVE MAY BE AMENDED AND/OR RELOCATED BY THE EASEMENT HOLDER(S) AND THE THEN -OWNERS) OF THE PROPERTY BURDENED BY SUCH EASEMENT AS MAY BE REASONABLY NECESSARY WITHOUT REQUIRING AN AMENDMENT OF THIS PLAT, PROVIDED THAT ANY SUCH AMENDMENT OR RELOCATION SHALL NOT UNREASONABLY IMPAIR THE RIGHTS GRANTED HEREUNDER AND SUCH AMENDMENT SHALL BE PLACED OF RECORD. 12. EASEMENTS CREATED BY THIS PLAT ARE NON-EXCLUSIVE UNLESS NOTED OTHERWISE. DWG NAME: ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-02.DWG LOT AREA TABLE LOT S. F. ACRES 136 2890 0.066 137 3150 0.072 138 3600 0.083 139 3580 0.082 140 3630 0.083 141 3600 0.083 142 2970 0.068 143 3180 0.073 144 3195 0.073 145 3275 0.075 198 4345 0.100 199 4275 0.098 200 3760 0.086 201 3760 0.086 202 4555 0.105 203 4450 0.102 204 5400 0.124 205 5075 0.116 206 5000 0.115 207 4885 0.112 208 4885 0.112 209 4150 0.095 210 4440 0.102 211 5665 0.130 212 5320 0.122 213 1 5385 0.124 214 5380 0.124 215 5215 0.120 216 5515 0.127 237 5225 0.120 238 4180 0.096 239 5245 0.120 240 4180 0.096 241 4180 0.096 242 4180 0.096 243 5205 0.120 244 4485 0.103 245 4265 0.098 246 4865 0.112 247 4865 0.112 LOT AREA TABLE LOT S. F. ACRES 248 3995 0.092 249 4525 0.104 250 4645 0.107 251 4340 0.100 252 5630 0.129 253 4235 0.097 254 4295 0.099 255 4225 0.097 256 5320 0.122 277 5410 0.124 278 4250 0.098 279 4240 0.097 280 4245 0.097 281 4215 0.097 282 5605 0.129 283 4485 0.103 284 4320 0.099 285 4000 0.092 286 4865 0.112 287 4865 0.112 288 4000 0.092 289 4020 0.092 290 4440 0.102 291 5390 0.124 292 4415 0.101 293 4360 0.100 294 4290 0.099 295 4340 0.100 296 5435 0.125 344 5675 0.130 345 4580 0.105 346 4445 0.102 347 4105 0.094 348 4330 0.099 349 4335 0.099 350 5440 0.125 351 4295 0.099 352 4000 0.092 353 4000 0.092 354 4865 0.112 NOTE: AREAS ARE SHOWN TO THE NEAREST 5 SQUARE FEET. LP -06-00022 LPF-21 - 0001 1 TRACT AREA TABLE TRACT S. F. ACRES TRACT A 115,915 2.661 TRACT B 89,215 2.048 TRACT C 10,890 0.250 TRACT D 133,510 3.065 TRACT E 5010 0.115 TRACT F 4835 0.111 TRACT G 99,865 2.293 TRACT H 128,005 2.939 TRACT 1 4000 0.092 TRACT J 3500 0.080 TRACT K 4000 0.092 TRACT L 25,325 0.581 TRACT M 135,180 3.103 TRACT N 59,565 1.3671 TRACT 0 4800 0.110 TRACT P 130,630 2.999 TRACT Q 41,350 0.949 TRACT Z-1 119,925 2.753 TRACT Z-2 140,510 3.226 TRACT Z-3 36,910 0.847 TRACT Z-4 36,995 0.849 TRACT Z-5 141,255 3.243 TRACT Z-6 124,335 2.854 TRACT Z-7 223,470 5.130 TRACT Z-8 58,455 1.342 TRACT Z-9 223,405 5.129 TRACT Z-10 109,565 2.515 TRACT Z-11 8715 0.200 TRACT Z-12 74,080 1.701 BLACK HORSE AT WHISKEY CREEK -PHASE 1 A PLAT COMMUNITY A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 NOTES 1. ALL OF BLACK HORSE AT WHISKEY CREEK IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS RECORDED UNDER AUDITOR'S FILE NO. ----------------, AS AMENDED FROM TIME TO TIME ("DECLARATION"). THE BLACK HORSE AT WHISKEY CREEK HOME OWNERS ASSOCIATION ("HOA") WAS ESTABLISHED, PURSUANT TO ITS ARTICLES OF INCORPORATION FILED WITH THE WASHINGTON SECRETARY OF THE STATE. THE LOT OWNERS WITHIN BLACK HORSE AT WHISKEY CREEK SHALL BE RESPONSIBLE FOR ENSURING THAT THE HOA CONTINUES TO BE A VIABLE AND FUNCTIONING LEGAL ENTITY FOR THE PURPOSES SET FORTH ON THIS PLAT, ANY FUTURE PLATS OF TRACTS Z-1 THROUGH Z-12, INCLUSIVE, AND IN THE DECLARATION. 2. A REBAR AND PLASTIC CAP MARKED "ESM LLC LS 44925/45782" SHALL BE SET AT ALL REAR LOT CORNERS AND LOT ANGLE POINTS, EXCEPT AS NOTED. THERE MAY BE INSTANCES WHERE A PK NAIL AND BRASS TAG MARKED IS 44925" ARE SET AT REAR CORNERS OR LOT ANGLE POINTS WHEN AN OBSTACLE PREVENTS SETTING A REBAR AND CAP. THE INTERSECTION OF LOT LINES WITH STREET IMPROVEMENTS SHALL BE REFERENCED BY A PK NAIL AND BRASS TAG MARKED IS 44925" SET IN THE TOP OF CURB OR THICKENED EDGE OF ASPHALT ON THE EXTENSION OF THE LOT LINE. LOT CORNERS OR STREET MONUMENTS NOT SET AT THE TIME OF PLAT RECORDING SHALL BE BONDED FOR AND SHALL BE SET AS CONSTRUCTION IS COMPLETED. 3. TRACTS A, B, D, G, I, J AND K ARE GRANTED AND CONVEYED TO THE LOT OWNERS WITHIN BLACK HORSE AT WHISKEY CREEK (INCLUDING THE LOTS WITHIN THIS PLAT AND ANY LOTS TO BE CREATED IN FUTURE DEVELOPMENT TRACTS) FOR STORM DRAINAGE AND OPEN SPACE PURPOSES UPON THE RECORDING OF THIS PLAT. THE HOA IS RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACTS AND ANY OF THE IMPROVEMENTS CONTAINED THEREIN, WITH THE EXCEPTION OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS AND/OR KITTITAS COUNTY AS NOTED IN THE EASEMENT PROVISIONS HEREIN. TRACTS ARE SUBJECT TO EASEMENTS AS GRANTED IN THE EASEMENT PROVISIONS HEREIN. 4. TRACTS C, E, F, H AND N ARE GRANTED AND CONVEYED TO THE LOT OWNERS WITHIN BLACK HORSE AT WHISKEY CREEK (INCLUDING THE LOTS WITHIN THIS PLAT AND ANY LOTS TO BE CREATED IN FUTURE DEVELOPMENT TRACTS) FOR OPEN SPACE PURPOSES UPON THE RECORDING OF THIS PLAT. THE HOA IS RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACTS AND ANY OF THE IMPROVEMENTS CONTAINED THEREIN, WITH THE EXCEPTION OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS AND/OR KITTITAS COUNTY AS NOTED IN THE EASEMENT PROVISIONS HEREIN. TRACTS ARE SUBJECT TO EASEMENTS AS GRANTED IN THE EASEMENT PROVISIONS HEREIN. LOCATED WITHIN TRACT H IS AN IRRIGATION PUMP STATION THAT WILL BE UNDER CONTRACT FOR MAINTENANCE AND MONITORING OF BY A LICENSED AND BONDED LANDSCAPER OR UTILITY PROVIDER CAPABLE OF MAINTAINING A COMPLEX ZONED IRRIGATION SYSTEM AT ALL TIMES. THE SITE ACQUIRES IRRIGATION WATER FROM CASCADE IRRIGATION DISTRICT THAT IS SUFFICIENT TO PROVIDE METERED IRRIGATION TO THE ENTIRETY OF THE PLAT. THE IRRIGATION PUMP STATION AND ASSOCIATED IRRIGATION DISTRIBUTION SYSTEM HAS BEEN DESIGNED BY A LICENSED ENGINEER AND MUST BE OPERATED WITHIN THE GUIDELINES PROVIDED IN SAID DESIGN. 5. TRACT L IS RETAINED BY THE OWNER AND WILL BE CONVEYED TO ELLENSBURG WATER COMPANY FOR ACCESS AND UTILITIES PURPOSES BY SEPARATE INSTRUMENT AFTER THE RECORDING OF THIS PLAT. ELLENSBURG WATER COMPANY WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ANY OF THE IMPROVEMENTS CONTAINED THEREIN, WITH THE EXCEPTION OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS AND/OR KITTITAS COUNTY AS NOTED IN THE EASEMENT PROVISIONS HEREIN. TRACT IS SUBJECT TO EASEMENTS AS GRANTED IN THE EASEMENT PROVISIONS HEREIN. 6. TRACTS M AND Q ARE GRANTED AND CONVEYED TO THE LOT OWNERS WITHIN BLACK HORSE AT WHISKEY CREEK (INCLUDING THE LOTS WITHIN THIS PLAT AND ANY LOTS TO BE CREATED IN FUTURE DEVELOPMENT TRACTS) FOR SENSITIVE AREAS PURPOSES UPON THE RECORDING OF THIS PLAT. THE HOA IS RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACTS AND ANY OF THE IMPROVEMENTS CONTAINED THEREIN, WITH THE EXCEPTION OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS AND/OR KITTITAS COUNTY AS NOTED IN THE EASEMENT PROVISIONS HEREIN. TRACTS ARE SUBJECT TO EASEMENTS AS GRANTED IN THE EASEMENT PROVISIONS HEREIN. 7. TRACT 0 IS GRANTED AND CONVEYED TO THE LOT OWNERS WITHIN BLACK HORSE AT WHISKEY CREEK (INCLUDING THE LOTS WITHIN THIS PLAT AND ANY LOTS TO BE CREATED IN FUTURE DEVELOPMENT TRACTS) FOR UTILITY PURPOSES UPON THE RECORDING OF THIS PLAT. THE HOA IS RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ANY OF THE IMPROVEMENTS CONTAINED THEREIN, WITH THE EXCEPTION OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS AND/OR KITTITAS COUNTY AS NOTED IN THE EASEMENT PROVISIONS HEREIN. TRACT IS SUBJECT TO EASEMENTS AS GRANTED IN THE EASEMENT PROVISIONS HEREIN. LOCATED WITHIN TRACT 0 IS A STORMWATER LIFT STATION THAT WILL BE UNDER CONTRACT FOR MAINTENANCE AND MONITORING OF BY A LICENSED AND BONDED UTILITY PROVIDER AT ALL TIMES. IT SHALL BE THE RESPONSIBILITY OF THE BLACK HORSE AT WHISKEY CREEK HOME OWNERS ASSOCIATION (OR IT SUCCESSORS) TO MAINTAIN THIS CONTRACTUAL OBLIGATION. 8. TRACT P IS GRANTED AND CONVEYED TO THE LOT OWNERS WITHIN BLACK HORSE AT WHISKEY CREEK (INCLUDING THE LOTS WITHIN THIS PLAT AND ANY LOTS TO BE CREATED IN FUTURE DEVELOPMENT TRACTS) FOR PARK AND OPEN SPACE PURPOSES UPON THE RECORDING OF THIS PLAT. THE HOA IS RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ANY OF THE IMPROVEMENTS CONTAINED THEREIN, WITH THE EXCEPTION OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS AND/OR KITTITAS COUNTY AS NOTED IN THE EASEMENT PROVISIONS HEREIN. TRACT IS SUBJECT TO EASEMENTS AS GRANTED IN THE EASEMENT PROVISIONS HEREIN. 9. TRACTS Z-1 THROUGH Z-12, INCLUSIVE, ARE RETAINED BY SSHI LLC AS FUTURE DEVELOPMENT TRACTS UPON THE RECORDING OF THIS PLAT. 10. ALL "OPEN SPACE TRACTS" ON THIS PLAT (ALL TRACTS PER NOTES 3, 4 AND 8 ABOVE) AND ANY DESIGNATED ON THE FUTURE PLATS OF TRACTS Z-1 THROUGH Z-12, INCLUSIVE, SHALL BE (1) OWNED IN A PROPORTIONATE AND UNSEVERABLE MANNER AS TENANTS IN COMMON BY EACH LOT OWNER AND (2) ASSESSED, TAXED, AND FORECLOSED UPON WITH EACH BUILDING LOT. ANY DEED FOR EACH LOT CONTAINED WITHIN THIS PLAT AND THE LOTS TO BE CREATED IN THE FUTURE WITHIN TRACTS Z-1 THROUGH Z-12, INCLUSIVE, SHALL INCLUDE AN UNDIVIDED 1/354TH INTEREST IN SUCH OPEN SPACE TRACTS. SUCH UNDIVIDED INTEREST SHALL NOT BE SUBJECT TO PARTITION, OUSTER OR DIVISION AND NO LOT OWNER MAY ENCUMBER, CONVEY OR OTHERWISE TRANSFER ITS UNDIVIDED INTEREST IN SUCH OPEN SPACE TRACTS SEPARATE OR APART FROM ITS LOT. ALL SUCH PROHIBITED ACTIONS PURPORTING TO BE MADE WITH RESPECT TO SUCH OPEN SPACE TRACTS SHALL BE VOID. OPERATION AND MAINTENANCE OF ALL OPEN SPACE TRACTS WITHIN BLACK HORSE AT WHISKEY CREEK AND ALL FACILITIES AND IMPROVEMENTS THEREIN SHALL BE THE RESPONSIBILITY OF THE HOA TO THE EXTENT REFERENCED IN ANY APPLICABLE PLAT NOTES. UPON ACQUIRING AND WHILE HOLDING AN OWNERSHIP INTEREST IN ANY LOT WITHIN BLACK HORSE AT WHISKEY CREEK, A PARTY SHALL BE DEEMED TO HAVE IRREVOCABLY APPOINTED THE HOA AS ITS SOLE AND EXCLUSIVE AGENT AND ATTORNEY-IN-FACT FOR THE PURPOSE OF OPERATING AND MAINTAINING SUCH OPEN SPACE TRACTS IN ACCORDANCE WITH THIS PLAT, ANY FUTURE PLATS OF TRACTS Z-1 THROUGH Z-12, INCLUSIVE, THE DECLARATION AND OTHERWISE IN COMPLIANCE WITH THE DEPARTMENT OF ECOLOGY'S "BEST MANAGEMENT PRACTICES" MANUAL, INCLUDING ANY AMENDMENTS THERETO. IF THE HOA EVER MATERIALLY FAILS TO OPERATE AND MAINTAIN ANY OPEN SPACE TRACTS OR THE IMPROVEMENTS OR FACILITIES THEREIN AS REQUIRED FOR ANY PERIOD, THEN THE RESPONSIBILITY FOR SUCH OPERATION AND MAINTENANCE SHALL BECOME THE JOINT AND SEVERAL LEGAL OBLIGATION OF THE OWNERS OF LOTS 1 THROUGH 354 OF BLACK HORSE AT WHISKEY CREEK. 11. THE SUBJECT PROPERTY IS WITHIN OR NEAR LAND USED FOR AGRICULTURE ON WHICH A VARIETY OF COMMERCIAL ACTIVITIES MAY OCCUR THAT ARE NOT COMPATIBLE WITH RESIDENTIAL DEVELOPMENT FOR PERIODS OF VARYING DURATION. (RCW 36, 70A.060(1)), COMMERCIAL NATURAL RESOURCE ACTIVITIES PERFORMED IN ACCORDANCE WITH COUNTY, STATE AND FEDERAL LAWS ARE NOT SUBJECT TO LEGAL ACTION AS PUBLIC NUISANCES. (RCW 7.48.305) 12. 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 BY DEVELOPMENT TO PRELUDE THE PROLIFERATION OF NOXIOUS WEEDS. 13. BUILDING SETBACKS ARE AS FOLLOWS: FRONT 15' SIDE 5' REAR 5' 14. SHOULD TWO ADJOINING LOTS BE CONSOLIDATED IN THE FUTURE AND THE LOT LINE EXTINGUISHED, THE EASEMENTS ALONG THE LINE EXTINGUISHED SHALL BE AUTOMATICALLY TERMINATED UPON THE RECORDING OF THE INSTRUMENT EXTINGUISHING SAID LINE. 15. THE APPROXIMATE LOCATION OF NORTHERLY LIMITS OF THE 100 YEAR FLOOD PLAIN IS BASED UPON THE CURRENT FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 530095 0439 B DATED MAY 5, 1981. THE LIMITS OF THE 100 YEAR FLOOD PLAIN ARE TO BE REVISED BY A LOMR THAT IS INTENDED TO BE APPROVED BY FEMA UPON COMPLETION OF CONSTRUCTION. THE REVISED LIMITS OF THE 100 YEAR FLOOD PLAIN AS APPROVED BY FEMA WILL BE SHOWN ON THE FUTURE FINAL PLATS OF TRACTS Z-1 THROUGH Z-12, INCLUSIVE. BY THEIR APPROVAL OF THIS PLAT, THE CITY OF ELLENSBURG AND THE COUNTY OF KITTITAS AGREE THAT IT WILL NOT BE NECESSARY TO PROCESS A FINAL PLAT AMENDMENT TO SHOW THE REVISED FLOOD PLAIN LIMITS ONCE APPROVED AND THAT UPON RECORDING OF THE FINAL PLATS FOR TRACTS Z-1 THROUGH Z-12, INCLUSIVE. SUCH APPROVED REVISED LIMITS WILL AUTOMATICALLY REPLACE THE LIMITS SHOWN ON THIS PLAT. 16. AS LONG AS A STORM DRAINAGE TRACT IS PRIVATELY AND NOT PUBLICLY OWNED, THE IMPROVEMENTS CONTAINED THEREIN SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATIONS (HOA), AS PER THE LATEST DEPARTMENT OF ECOLOGY'S "BEST MANAGEMENT PRACTICES" MANUAL. 17. THE SCHOOL BUS STOP WILL BE LOCATED ON THE NORTH SIDE OF 29TH AVENUE COINCIDENT TO THE MAILBOX EASEMENT AS APPROVED BY THE ELLENSBURG SCHOOL DISTRICT. THE DISTRICT RETAINS THE RIGHT TO CHANGE THE LOCATION OR ADD ADDITIONAL LOCATION AS NECESSARY TO ACCOMMODATE ANY CHANGES WITHIN THE SURROUNDING AREA. 18. THIS SITE CONTAINS WETLANDS THAT WERE FILLED AS PERMITTED BY DEPARTMENT OF THE ARMY, CORPS OF ENGINEERS, SEATTLE DISTRICT PERMIT NO. NWS -2020-902. A DEED FOR TRACT M (MITIGATION TRACT) AND THE APPROVED PERMIT WILL BE RECORDED SUBSEQUENT TO THE RECORDING OF THIS PLAT. 19, 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. THIS REQUIREMENT WILL INCLUDE THE HARD SURFACE PAVING OF ANY STREET OR ROAD SURFACED ORIGINALLY WITH GRAVEL. DWG NAME: ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-03.DWG SURVEYOR'S CERTIFICATE LP -06-00022 E, W. M. LIP F-21 — 0001 1 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF SSHI, LLC, A DELAWARE LIMITED LIABILITY COMPANY, DBA D.R. HORTON IN JULY OF 2021. 1 HEREBY CERTIFY THAT THIS MAP FOR BLACK HORSE AT WHISKEY CREEK IS BASED UPON AN ACTUAL SURVEY OF THE PROPERTY HEREIN DESCRIBED; THAT THE BEARINGS AND DISTANCES ARE CORRECTLY SHOWN; THAT ALL INFORMATION REQUIRED BY THE WASHINGTON UNIFORM COMMON INTEREST OWNERSHIP ACT IS SUPPLIED HEREIN; AND THAT ALL HO ZONTAL ND VERTICAL BOUNDARIES OF THE UNITS, TO THE EXTENT SUCH BOUNDARIES A E NOT �EFINED BY PHYSICAL MONUMENTS, SUCH BOUNDARIES ARE SHOWN ON THE M ZACHARY T. LENJON, IfROFESSIONAL LAND SURVEYOR CERTIFICATE N0. 4492 SURVEYOR'S ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) ZACHARY T. LENNON, BEING FIRST ON OATH, DULY SWORN, STATES TH HE IS THE REGISTERED PROFESSIONAL LAND SURVEYOR S GI THE ABOVE CERTIFICATE, THAT HE HAS EXAMINE/T ESE PJANS AND SURVEY MAP, AND BELIEVES THE CERTIFIC T TO BEA TRUE STATEMENT. ZACHARY T. ENN PROFESSIONf LA VSURVEYOR CERTIFICATE IINO. 44925 SCRIBED AND SWORN TO BEFORE ME ON THIS 2021. (SIGNATURE OF NOTARY) LKK WL Ham. WAo "nw-A T (LEGIBLY PRINT OR STAMP NAME OF NOTARY) Vf DAY OF NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT J MY APPOINTMENT EXPIRES NOTES CONTINUED PRI Mptirr��� _ orvF'4t,�F en i �► /� 195163 f l� °'p WAS\A\`��`; 20. MAINTENANCE OF THE ACCESS IS THE RESPONSIBILITY OF THE PROPERTY OWNERS WHO BENEFIT FROM ITS USE. 21. AN APPROVED ACCESS PERMIT WILL BE REQUIRED FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO CREATING ANY NEW DRIVEWAY ACCESS OR PERFORMING WORK WITHIN THE COUNTY ROAD RIGHT-OF-WAY. 22. ANY FURTHER SUBDIVISION OR LOTS TO BE SERVED BY PROPOSED ACCESS MAY RESULT IN FURTHER ACCESS REQUIREMENTS. SEE KITTITAS COUNTY ROAD STANDARDS. BLACK HORSE AT WHISKEY CREEK -PHASE 1 A PLAT COMMUNITY A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. LP -06-00022 LPF-21 - 0001 1 KITTITAS COUNTY � WASHINGTON "LS 18092" N 0.3' W 0.1 ' FOUND IRAN ROD WITH GAP � FOUND 3" BRASS CAP IN CONCRETE, MAP NUMBER 18-18-27010-0002 N 89°16' " 42 E 2628.08' ESM WITH PUNCH MARK, DOWN 0.9', ASSESSOR PARCEL NUMBER 431033/MAP ( ) — STAMPED:26°28'22" ick 0 2628.40'(R2) `,� R7�F N 89°1 6'42" (R1)=(ESM) E 1314.04' 0 _ S22n�_ 1 /4 S27 22 1274.04' (ESM) 1274.23 (R 1) i - N 89° 1 6'42" E 1314.04' X22 23 BOWERS ROADN 00° 35.00' (ESM) 27 _ _ A _ �I� m 27 26 31'39" W 2002 35.00' (R3) HELD FOR NORTH QUARTER CORNER 145 / SECTION 27 AND CENTERLINE OF 144 199 215 REECER CREEK ROAD zN m 200 214 (NOVEMBER 2012) 1423 201 FOUND 2" BRASS CAP IN CONCRETE, DOWN 1.2', I IN CASE. CAP NOT PUNCHED, USED CENTER OF z CAP. (FOUND NOVEMBER 2012) 140 203 212 S 0.7' E 0.0' OF CALCULATED CENTERLINE AT 35z 204 211 FEET SOUTH OF THE NORTH LINE OF THE NE m ° o 1/4. (NOVEMBER 2012) 137 w w U o POINT 140' FROM THE NORTH LINE OF THE NE m cn 1/4 AS MEASURED ALONG THE EASTERLY MARGIN 207 208 OF REECER CREEK ROAD (R1)=(ESM) ° � SHEET 7 OF 15 ml oI m m n m IT! O I I SITE SPECIFIC BASIS OF BEARINGS: WEST LINE OF THE NE 1/4 AS MEASURED FROM FOUND MONUMENT MARKING THE CENTER OF SECTION TO FOUND N 1/4 CORNER: N 00°15'12" W 2638.48' (ESM) 2638.62' (R2) CENTERLINE OF RIGHT OF WAY USING DATA PER (R4) AND FOUND N 1/4 AND S 1/4 CORNERS: N 00°02'31" E 2390.89' (ESM) 2390.89' (R4) 40' - I N 35'44'09" W 17.10' (ESM) 1367.37 (R3) 1367.15' (ESM MON. TO MON.) _ 7N26*30'53" RACT A/ N 89'16'42" E 1244.76' (ESM) / TRACT Z-1 1244.61 (R1) '(E ERe..'(ESM) 67.30�R1 ,up D f SHEET 9 OF 15 ftft► (TRACT Z-2 I TRACT Z-3 SHEET 8 OF 15 —TRACT A rn 3" BRASS CAP IN CONCRETE ---- 198 216 v 145 PUBLIC WORKS 42+66.29", WITH PUNCH, 144 199 215 0.9', IN CASE. (NOVEMBER 2012) ' zN m 200 214 � 1423 201 0 141 202 213 TO INTERSECTION: TRACT L -� \o D 140 203 212 247.89' (R4) 139 204 211 SEE SHEET 4 FOR ADDITIONAL 138 00 205 210 INFORMATION RELATED TO THE 137 Q) BOUNDARY 136 m p 206 209 " z v FOUND CORNER AS NOTED 207 208 ° � SHEET 7 OF 15 m zI Im .000 TRACT Z-7 D n41 0000, 0� TRAIT D 2125.25' S. OF NORTH LINE OF NE 1/4 --` I �L_ 0 30' FOUND 3" BRASS CAP IN CONCRETE ---- 30 MONUMENT STAMPED: "KITTITAS COUNTY o PUBLIC WORKS 42+66.29", WITH PUNCH, S� �1 DOWN 0.9', IN CASE. (NOVEMBER 2012) ' zN m N 0.1' W 1 .1 o0 I o iv CENTERLINE OF RIGHT OF WAY ------ SHEET 6 OF 15 TO INTERSECTION: TRACT L -� \o N 00°33'30" W 247.57' (ESM) I 247.89' (R4) 0 SEE SHEET 4 FOR ADDITIONAL LEGEND INFORMATION RELATED TO THE cn Q) BOUNDARY N 00°15'11' W 2637.86' (FOUND SOUTH 1/4 CORNER TO FOUND CENTER OF SECTION) �l I 27 FOUND RAILROAD ----; SPIKE WITH "X" 34 (JANUARY 2006) BASIS OF BEARINGS: WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 83/91. PROJECT IS REFERENCED VIA GPS TO NGS CONTROL POINTS "EASTON" (PID SX0662) AND "U358" (PID SX0459). THE DISTANCES SHOWN HEREIN ARE GROUND DISTANCES. TO CONVERT TO GRID DISTANCES, MULTIPLY BY A COMBINED AVERAGE SCALE FACTOR OF 0.999870387. TRACT G I I fCT G 29TH AVENUE I TRACT D 1 TRACT Z-7 \ ;TZs_ TRACT Z-6 TRACT J SHEET 10 OF 15 TRACT Z-4 1 TRACT Z-5 TRACT _� >80.00' (ESM) TRACT H 80.00' (RI) PARCEL 7 SEARCHED FOR AND DID NOT SURVEY #570477 FIND 1 " IRON PIPE. CALCULATED B201PG28 POSITION FOR SECTION CORNER PER (R2) FOUND 3/4" REBAR AND 2" ALUMINUM FOUND REBAR AND CAP CAP STAMPED: "HUIBREGTSE LOUMAN "LS 18092 NELSON" ASSOC. LS 33132", DOWN 0.5', IN ON LINE CASE (NOVEMBER 2012) S 0.4' OF LINE 35' SOUTH OF THE PARCEL 2 NORTH LINE OF THE NE 1/4 SURVEY #570477 B201PG28 n 344 n 256 z 277 296 345 = 255 p SHEET 11 OF 15 346 254 z 279 294 347 253 r-, 280 293 348 252 281 292 349 251 282 291 350 250 283 290 351 249 284 289 O y 352 248 285 288 <G) 353 247 286 287 m 354 SHEET 12 OF 15 7-10V D n N TRACT Z-9 L SHEET 13 OF 15 N z mo TRACT E 0 o \ W W TRACT F SHEET 5 OF 15 �I �m m SHEET 14 OF 15 D 0 N 00'12'01" W ROV p m G�EP 134.97'(ESM) ©R/�°gyp v��oa��E N 00'36'08" W 34.88'(ESM) TRACT P TRACT N I TR. O 1- TRACT Z-11 _ _N 89'59 48 W 1260.83 ESM _ BENDER ROAD CURVE TANGENT AT OWNER OF PARCELS i AND 2. BRADLEY CAMPBELL 7090 W BOWERS ROAD ELLENSBURG. WA 98926 FOUND REBAR AND CAP "LS 18092 NELSON" E 0.2' OF LINE z n N � � o D n O� I r N � zN m N cn o0 I o iv 200' 100' 0 200' 400' "' SHEET 6 OF 15 z I \o I z 0 =oma LEGEND lo� cn TRACT Z-7 \ ;TZs_ TRACT Z-6 TRACT J SHEET 10 OF 15 TRACT Z-4 1 TRACT Z-5 TRACT _� >80.00' (ESM) TRACT H 80.00' (RI) PARCEL 7 SEARCHED FOR AND DID NOT SURVEY #570477 FIND 1 " IRON PIPE. CALCULATED B201PG28 POSITION FOR SECTION CORNER PER (R2) FOUND 3/4" REBAR AND 2" ALUMINUM FOUND REBAR AND CAP CAP STAMPED: "HUIBREGTSE LOUMAN "LS 18092 NELSON" ASSOC. LS 33132", DOWN 0.5', IN ON LINE CASE (NOVEMBER 2012) S 0.4' OF LINE 35' SOUTH OF THE PARCEL 2 NORTH LINE OF THE NE 1/4 SURVEY #570477 B201PG28 n 344 n 256 z 277 296 345 = 255 p SHEET 11 OF 15 346 254 z 279 294 347 253 r-, 280 293 348 252 281 292 349 251 282 291 350 250 283 290 351 249 284 289 O y 352 248 285 288 <G) 353 247 286 287 m 354 SHEET 12 OF 15 7-10V D n N TRACT Z-9 L SHEET 13 OF 15 N z mo TRACT E 0 o \ W W TRACT F SHEET 5 OF 15 �I �m m SHEET 14 OF 15 D 0 N 00'12'01" W ROV p m G�EP 134.97'(ESM) ©R/�°gyp v��oa��E N 00'36'08" W 34.88'(ESM) TRACT P TRACT N I TR. O 1- TRACT Z-11 _ _N 89'59 48 W 1260.83 ESM _ BENDER ROAD CURVE TANGENT AT OWNER OF PARCELS i AND 2. BRADLEY CAMPBELL 7090 W BOWERS ROAD ELLENSBURG. WA 98926 FOUND REBAR AND CAP "LS 18092 NELSON" E 0.2' OF LINE 7) D z n N � SCALE: 1 " = 200' o o n O� W ' : ZR Coz Z 200' 100' 0 200' 400' � C =oma LEGEND lo� cn Q) ® FOUND MONUMENT AS NOTED cn co " z v FOUND CORNER AS NOTED ° � m ) 4 DELTA 1 03 R RADIUS 7) D n N � ��� o Coz TRACT M L LENGTH (R1) QUIT CLAIM DEED TO KITTITAS COUNTY RECORDED UNDER AUDITOR'S FILE NO. 200503010021 (R2) RECORD OF SURVEY RECORDED UNDER AUDITOR'S FILE NO. 570427 (R3) PLANS ENTITLED "KITTITAS COUNTY - AIRPORT ACCESS IMPROVEMENTS BOWERS ROAD EXTENSION - RIGHT-OF-WAY ACQUISTION PLAN" (2003-2004) SHEET DATES VARY (R4) PLANS ENTITLED "KITTITAS COUNTY - REECER CREEK ROAD RECONSTRUCTION - RIGHT-OF-WAY PLANS" (DATED MAY, 2001) AND CALCULATION SHEET FROM COUNTY ROAD FILE CD w o SFS S O c,� �J , c� 6- 0 O C_, THIS POINT 1326.71' 1326.71 �p=89'23'40" N 89'59'48' W 2653.42' (FOUND CENTER OF SECTION TO FOUND EAST 1/4 CORNER) R=48.20' 2653.38' (R2) L=75.20' N 89°59'48' W 2664.43' (CENTERLINE INTERSECTION TO FOUND EAST 1/4 CORNER) FOUND 3" BRASS CAP IN CONCRETE, DOWN 0.8', STAMPED: "C 1/4 S 27 T18N R18E COUNTY OF KITTITAS SURVEY MONUMENT". NO PUNCH MARK, USED CENTER OF CAP. (NOVEMBER 2012) HELD MONUMENT FOR CENTER OF SECTION CENTERLINE INTERSECTION IS RECORDING C ERT N 89°59'48' W 11.01' (ESM) FILED FOR RECORD AT THE REQUEST C 11.00' (R3) Ti nc� r�nv nr SURVEY INSTRUMENTATION: SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD OF SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC -332-130-100 THREE DUAL FREQUENCY SURVEY GRADE GPS UNITS UTILIZING RAPID STATIC AND POST PROCESSING TECHNIQUES PROCEDURE USED : FIELD TRAVERSE AND GPS WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC -332-130-090 DWG NAME ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-04.DWG 22 23 SEE ABOVE FOR DESCRIPTION 27 26 FOUND RAILROAD SPIKE (NOVEMBER 2012) 27 26 mgN .. rAT gµ �A_ a -. _., EY } m,omPHASE x .t PLAT _ MM U f\TY.- A � ` RT ION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 F, W,Ms s KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 SCALE: 1 " = 54' ��%i ��� ��� SEE SHEET 14 OF 15 TOAC/ T /V APPROXIMATE NORTHWESTERLY LIM TS 1 / / V o« ��OF 100 YEAR FLOOD PLAIN 50' 25' 0 50' 100' 15 `r r I EASEMENT LINE TABLE �� 2z \ %R% CT LINE " T _ _ BEARING N DISTANCE E1 N 32°55'20" W 10.99 E2 N 20°34'17" W 30.73 E3 N 16°46'25 W 25.50 E4 N 11°40'01 W 27.52 E5 N 07°52'25 W 30.14 E6 N 00"35'24" W 29.80 E7 N 01'58'36" W 30.33 E8 N 00°35'21 " E 29.38 E9 N 03°06'46" W 30.88 E10 N 10°45'06" W 32.44 E11 N 17°36'56" W 33.09 E12 N 20°32'34" W 36.74 E 1 3 N 17'18'02" W 29.53 E14 N 25°33'39" W 29.70 E15 N 39°36'26" W 13.01 E16 N 33°07'20" W 30.69 E17 N 25°09'44" W 29.04 E18 N 22-49'12" W 29.65 E19 N 21'19'4 4 " W 30.00 E20 N 17°40'08" W 28.56 E21 N 11°00'08" W 31.48 E22 N 04'16'03" W 21.19 E23 N 02°23'27" W 35.02 E24 N 08°31'50" W 30.72 E25 N 25°31'42" W 21.36 E26 N 12°49'59" W 21.05 E27 N 25'02'32" W 29.67 E28 N 26°58'30" W 26.38 E29 N 33°58'22" W 31.55 E30 N 61°43'44" W 6.91 E31 N 20'34'17" W 19.31 O �� z5 Z-9 TRI C % F o� o w 10'CC) 00 s g. I Lo 00 BLACK HORSE BOULEVARD 1 00 o 0 N 00°00'12" E(R) 403.90' LP -06-00022 LPF-21 -00011 i� " T _ _ - _ 153.90 N �d z 25.00 250.00' _ 123.90' co 30.00' w o C43 24°26'15 10 LL C44 2°28'37 z_ 17.94 w w J 25.00 14.81 zQf 40'20'30" 25.00 w J� o z 1 w �z 0 W w >_ � ow� LUQ 1�\ /� /� ������o�r, \���j/�% � z W I� TRACT D V " T _ _ - _ 153.90 LENGTH �d z 25.00 250.00' _ 123.90' 57°28'21 " 30.00' w o C43 24°26'15 10 AA/J\A o 0 C44 2°28'37 415.00 17.94 w W 25.00 14.81 0 0 40'20'30" 25.00 17.60 o z 1 w I Ln1 � 0 0 � ow� w 1�\ /� /� ������o�r, \���j/�% � AA//j CDD z LJ u r woo u� C46 153.51 ' 51-23' 10 � 0=99°35'38x; w Z 0 / j- 0 CN 49.39'42., 12 R-43.046' � z . w �� 04'27" E R -85000x38" �> /p iR) I m o 7 C45 195.30 25' 25' L=35.94' w z 0 Fr 0 LJ ®� TRACT E z = Q 10' o~~ /� / � 10 AAA / 18 ooa o Q�►�� LLJ / Qw�� MoD �1� / �O / I z z Q QZUU TRACT P 0 TRACT Z -7Q Doha 0 0 5 /IV`ti / I J �I T_ w 0 w moo° A� o \ APPROXIMATE LOCATION OF 10' POWER 1 EASEMENT. ACTUAL LOCATION IS 5' ON 1 00 EACH SIDE OF THE CENTERLINE OF THE LINES AS INSTALLED - SEE DETAIL "C" ON Lo SHEET 15 (� 0 o z \ 00 U o v CURVE TABLE r \ N 00'00'12"E Q 2 00' 4.Ld Q CURVE DELTA RADIUS LENGTH C3 90°00'00" 25.00 39.27 C42 57°28'21 " 48.25 48.40 C43 24°26'15 48.25 20.58 C44 2°28'37 415.00 17.94 C45 33°56'40" 25.00 14.81 C46 40'20'30" 25.00 17.60 Li_ / 11 \ \ � o w 'x N 00'00'12" F 60.00' z o 21 o W - Q-, <1\ TRACT Q z / \ ° �' w �_ TRACT P o z 1 w 1 / � 10 /� /� ������o�r, \���j/�% � AA//j CDD z LJ 10 w Z 0 / � z w 2 z / z W w z N 00°00'12" E 60.00' 0 01 � A APPROXIMATE LOCATION OF 10' POWER �S. N 30' z ~ EASEMENT. ACTUAL LOCATION IS 5' ON 6i o w F EACH SIDE OF THE CENTERLINE OF THE \ \ / TRACT Q LINES AS INSTALLED - SEE DETAIL "C" ON �� SHEET 15 �� \ s �10 Ln co \�Lo Ln co o. N 1 26 og W \\ �� oma. �1� (oN N 1a I r N 00° 18'35" W 121.2_A 68 90 ` t s� � w /�- X19 1\ r� o t W 169 4 E20 _ �g g� ` 06 E1 n Z 4° 1' 48 i N 0° E21 \ 13 ri w 0 1 i E24 2 51'39" E 82.30' E23 E22 13 E /� w i �2`' E12 'o z z LEGEND i i E26 TRACT L= N 00°02'31" E 226.87' 1 20 Q i 2� ROW = N 00°02'31 " E 251.96' \POWER EASEMEN = ESM WILL SET SURFACE BRASS CAP STAMPED: 2a E5 E6 E7 E8 E9_ __ G-'��, SEE DETAIL "A" ON "L.S. 44925" UPON COMPLETION OF CONSTRUCTION = E4 N 00'36 08 W \ v� SHEET 14 = FOUND MONUMENT AS NOTED 0) ��� E3 TRACT L RAAAA ", 34.88 - _ �O FOUND MONUMENT 7 ° E2 E� G� SEE SHEET 3 0 = PROPERTY CORNER SET - SEE NOTE 2 ON N o F -' E'4 _.__.,,_,. -- •`��`L�O o FOR DESCRIPTION SHEET 3 OF 15 51.32' 184.83' - N A = DELTA N 00'02'31 " E 266.04' N 00°'J 1 " W R = RADIUS N 00°15'12" W 2638.48' FROM FOUND CENTER OF SECTION TO FOUND N 1/4 �' 7 L = ARC LENGTH - 1051.09' _ 2 R = RADIAL BEARING ( ) � N 00°02'31 " E 2390.89' CENTERLINE OF �" <> = RADIAL BEARING AT LOT CORNER 0 RIGHT OF WAY TO FOUND N 1 /4 0 N 00`33'30 W 247.57' ' 0 NORTH -SOUTH (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 REECER CREEK ROAD `n � - FOUND MONUMENT A=89°26;18" CENTERLINE OF R=48.2 SECTION = �X = INDICATES NOTE NUMBER ON SHEET 3 OF 15 N 0.1' W 1.0' L=75.32' N 00°15'12" W ADDITIONAL RIGHT OF WAY FROM CALCULATED 5276.33' FROM X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 LIDEDICATED TO THE PUBLIC POSITION PER (R4) L -CENTERLINE OF RIGHT OF WAY" FOUND S 1/4 TO UPON THE RECORDING OF CALCULATED PER (R4) AND FOUND N 1/4 X = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 THIS PLAT FOUND N 1/4 AND S 1/4 A=PUBLIC UTILITY EASEMENT CORNERS 02 = STORM DRAINAGE EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-05.DWG A= WATER EASEMENT A = POWER (GAS AND ELECTRIC) EASEMENT 5 = IRRIGATION EASEMENT T RECORDING CERTIFICATE CONSULTING ENGINEERS LLC Q = INGRESS, EGRESS qs. oFILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, 33400 8th Avenue S. I AND STORM DRAINAGE Suite 205 MAINTENANCE EASEMENT ` Z THIS DAY OF A.D., 2021, AT MINUTES PAST Federal Way, WA 98003 FEDERAL WAY (253) 838-8113 Q O'CLOCK M., AND RECORDED IN VOLUME OF PLATS, ON y' LYNNWOOD (425) 297-9900 SANITARY SEWER ,i , o PAGES RECORDS OF KITTITAS COUNTY, WASHINGTON. EASEMENT AAoor, www Pcm(_ivil e -nm BLACK HORSE AT WHISKEY CREEK -PHASE 1 A PORTION OF /V 1 E N 67.31, 72°59,53» E � 15 46 3g„ W 45 35 56 26, N 22 02 �8 N A PLAT COMMUNITY I - THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 , 72.46 N 08°03'06" E SEE SHEET 13 OF 15 72.64' N 02°41 ' 10" E TRACT D 1 G A A J A N 4747'46" W 57.7 6' 45.3543.63' N 1201 14„ W N 7-5 6' 46" W TRACT Z-8 71AA 6 58.09' 61.13' N 02°15'37" W N 0°40'57" W N 3°32'43" E 56.26' 72 . 46' W N 07-11'59" 56.26' 47.00' 74.32 „ W N 05°09'37" E N 120602 _ R 675.00' L=390.35' i 33 08 02 344` \ 0=468° 07'16 38° 4� 650.00 L=439.17 - _ 10 R-165.00' _-W HIDE LANE n 0=162°22'33" 6g8 83 RA w y, 10 / 6-210°44'10" R=1 g0 00 1 p 23200 " 25.0 L=42 49. =38°42'43 _ L=3 n 39, 12218 1�20 02 -23 32 R ,13� 36 � 489°38'47 TRACT Z-7 EI0AA �0 336 34 R=215.00' Ln T LL O Ln I- W TW VrI J W LP -06-00022 LPF-21 -00011 W cl� z 2� R_425.00' L=302.93' w z w /=4050 0O�v / - 1 10 o`nw-_' » 800.00' L=285.1 1= _ c O 4=93°17'22" R=415 nn' L=675.71' w- w w �)jI'D P DRIVE O R.=375.00' _ 25 1 _ 0°50'21" R=375.00' L=267.29' 47 05°21 ,3 R=440.00 d-4 pR,g00•� �0=30°33'41" '3d 4=01°24'53" R-465.00' 1g8 S L=1 1 .48' z TRACT B 3 10 AAAA D W > 0 Q - IC N 00°0231 " E 1999.26' N 0)11 \ _ N 00°02'31' E 1051.09' N 00°02'31 " E 2390.89' CENTERLINE OF RIGHT OF WAY LEGEND J� = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION TRACT B = N 00°02'31 " E 537.60' O O Z C:) 1 1 zF=�w OU�� Q0� L=809.1 1'0 w / L�j O Q 7=465.00' L=24803 A ®ee� ADDITIONAL RIGHT OF WAY DEDICATED TO THE PUBLIC UPON THE RECORDING OF THIS PLAT TRACT 0 = N 00°02'31 " E 164.83' 1// 4 /10'N 00°00'44" E 186.04' REECER CREEK ROAD 10 0 CENTERLINE OF RIGHT OF WAY CALCULATED PER (R4) AND FOUND N 1/4 AND S 1/4 CORNERS �- O = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 A = DELTA R = RADIUS SCALE: 1 " = 50' L = ARC LENGTH (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER 50' 25' 0 50' 100' (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 ❑X = INDICATES NOTE NUMBER ON SHEET 3 OF 15 X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 A= PUBLIC UTILITY EASEMENT A6 = INGRESS, EGRESS AND STORM DRAINAGE A= STORM DRAINAGE EASEMENT MAINTENANCE EASEMENT A= WATER EASEMENT A= POWER (GAS AND ELECTRIC) EASEMENT A= IRRIGATION EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-06.DWG s� Z 41.56',Z N 89°57'29" W 10.00' I N 35'44'09" W 17.10' - - t NORTH -SOUTH CENTERLINE OF SECTION = N 00'15'12" W 5276.33' FROM FOUND S 1/4 TO FOUND N 1/4 328 o�w 1 0- 169�4 z CD _j 14°31� i ozQ �Pc� N TRACT L 87.25' - , N 00°02'31 " E 266.04'_ , O Q 0 0 Z_ 2A X Hc) �LZU�Q� w n O w w s wwz 0< GO � �� o W�� :5- a- 328 o�w 1 0- 169�4 z CD _j 14°31� i ozQ �Pc� N TRACT L 87.25' - , N 00°02'31 " E 266.04'_ , O LO O 00 W W W BLACK HORSE AT WHISKEY CREEK -PHASE 1 A PLAT COMMUNITY A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T K ITTITAS COUNTY, WAS H I N GTO N ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 SEE SHEET 12 OF 15 I40' I 30' of 0 oIco 0) N TRACT G I Ln 10 QQQQQg ► 30' L-� I � �r 44 19°22' 60° e0 N 1 .78' 44 1S» S 00 40' o Z 6°08'36» E \ 8 ` 00; I Ln v n 241 N00 o 4> 10°24'36» E n z 24� o 242 20°S j 34.68 NO°00'52"W(R) o ^ o o 40 E 38.42' .50 50.00' 30' Z N 0°52'39" E 1 N o 0 00 10' 1 243 w to 70, - 8'3 co o 0 x,39 0o g» 4,3 z 0 244 0 245 P 0 246 R,6 -39 3g., ^ O 62450') Oo 4 ^ ` 00' 0 22 � = 90 _ z 30 4 3g 19 0 6S0 00 NO C22 �4' 1 7'22'2 1' N --4 �� L=54. - - - - - C� 46.04, � 58 C19 23.96' 25.00' =625, 00, OOP R=275.00' a680\0 4\23°04�LS 0 103.96, _ 0 C1� L=120.78' &_ - N 00°00'52" W 2 4 4 s� 9 gs, R=325.00' 16'49°, N RADIUS LENGTH ^ L=37_83= 213 4=8`24 56» C18 23.79' 25.17 Z a A='09 6°40 o _ " 25.00 39.25 C3 90°00'00" 212 � � 39.27 C6 I \ 343' � 3 211 C17 w co 625.00 N �" '' 0 210 � 7z7 20 209 0 0 208 I o 3g' ` 3S8 N 27° °0 6' o N �.� 14' m 0 � co o 22.74 222 20 S3„ 70, z C SO S6� 00 29°59'08" z 11.51 20 0 0 202 3�4\ 43.58' 45 40, 43.85 19.89 N 0°00'52" W 6°57'24" Zo N 1 �o� o 2 36 22 E N 3°24'23" E DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-07.DWG 50.00' 0.17' 0 0' X203 N 0°00'52" W o cn _ z � W °31', 0 204 n o x`40.9 4„ 0 205 0 o 206 - � I o 0 o In 207 S 42 7 o o 00 0' Q\24 ^ N 8 o c 0 r R�4 00 52 co ro S�\ � z �S' z 4,24 8 00 9'3,., z �� 4,g°2g, 10„ L=67 - A=7°53'09" 66' g8, RO R=375 L=51.61' 50.00 25.17' J vND oo v�' Ln 10 4 2S° 10 1,» RIVE N 0� �C 135.94' \ ,3 L =175.72- - 7 4\ 868' R�25.00. ;n �; 4;S•15,3 L=38.48' N 00°00'52" W o o S 4_S°117 L=38.65' C6 27.12 34.00 1g.g2' 142 �, ,4» - - ----- -- �vj s 141 �,� _� 137- 136 w o co ^o v, o d _cD o co 0 0 0 o = ^�140 �� No 0) o Ln � _ z CO ' ui 't 00 Ln uri oo a N 794640' 14°14 Z 139 z '138 � � °° N Sz z N 00°00'5 W 8 2j E 46 80, E N 3°48'53' E 38.02' 17 N 9.00'49 " 00'49" E46.37' N 00°09'39" E TRACT A 0 10 AAAA 1 1145.27' 10' N 00°02'31 " E 1999.26' 22 \7 27 1304.05' - - - - - N 00°02'31 " E 1339.80' o CENTERLINE OF RIGHT OF WAY N 00'02'31" E 2390.89' LEEND CALCULATED PER (R4) AND FOUND CENTERLINE OF RIGHT OF WAY 30' I ;v, I �I N I 18 N, R 18 E, W.M. TRACT D � 10 2 A AA 0 I N 22 46 55.00' N 1'17 56 W 4230 40 N 0°00'52" W 38.22' NAT _57 39 W TRACT Z-8 �i EI000 I ��111g9 50.92' 10' L=23°20'02" �' R-300•00 122'18 G 105.91' 209.87' Ln RAW 50.92' 10' 4=23°20'02'_ _ 1 0i./_00 N N 0I00 w �I 0 o 30' 30' 6, 1 00 z 55.02' 54.98' 10' TRACT Z-7 aooA LP -06-00022 LPF-21 -00011 CURVE TABLE CURVE DELTA RADIUS LENGTH C1 90°03'23" 25.00 39.29 C2 89°56'37" 25.00 39.25 C3 90°00'00" 25.00 39.27 C6 1 ° 13'26" 425.00 9.08 C17 1°48'50" 625.00 19.79 C18 2°42'09" 325.00 15.33 C19 4°44' 18" 275.00 22.74 C20 29°59'08" 22.00 11.51 C21 29°59'08" 38.00 19.89 C22 6°57'24" 275.00 33.39 mac" ' , ,o 50� 0, �0 10'- - 0_2 5°2 7'40 ROU NDVP 0� �o _ 740" L� 8a6///moi D=25°27,40° I 10' --- 1 TRACT B 3 0 AAAA im- ti �0 �0� Li 0- , z w w o z � o o w w z�� - - - - - - - - o J 537.60' o z 0 0 o NORTH -SOUTH CENTERLINE OF SECTION = N 00°15'12" W 5276.33' FROM FOUND S 1/4 TO FOUND N 1/4 _ N 00°02'31 " E 1051.09' - REECER CREEK ROAD 0 G N 1/4 AND S 1/4 CORNERS = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 4 = DELTA SCALE: 1 " = 50' R = RADIUS L = ARC LENGTH (R) = RADIAL BEARING 50' 25' 0 50' 100' <> = RADIAL BEARING AT LOT CORNER (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 ❑X - INDICATES NOTE NUMBER ON SHEET 3 OF 15 X - INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 A- PUBLIC UTILITY EASEMENT A= SANITARY SEWER EASEMENT 2 = STORM DRAINAGE EASEMENT = MAILBOX EASEMENT A = WATER EASEMENT A = POWER (GAS AND ELECTRIC) EASEMENT A = IRRIGATION EASEMENT A = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-07.DWG BLACK HORSE AT WHISKEY CREEK -PHASE 1 A PLAT COMMUNITY L-- A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 TRACT Z-4 Z 6\ SEE SHEET 11 OF 15 256 255 TRACT G 1:10AAAAA 25J 254 N 4°05'32" W N 1°36'27" E » W 57.41' 44.78' N 11° 4 '8 N 9°05'49" E N 2°4 S 44.78 23" W A 56.75' N 5°21 '41 , E 1 N 7°52' 9'56„ E N 2°43'56" E44.B5'o 56.26' 323` 33.48' 24„ W 4. W o W 237 238 4' 14° 31 = - F 5o go' N o 239 Wo � o o 240ko �N �� 247 TRACT Z-3 0 000 CD 00 z� z z � ❑9 ��� V� z z t00 ,o o z L=48.15' L=39.00' z ^ 0 242 C23 4=4°05'13" A=3°18'39" �49� z L_167.11' 4=4`0937" 39.00,1 R=675.00' A=39° 1 9'01 " R=650.00' L=446. 70' C) R=165.00' L=2696:5 _ R=165.00' �- LONGHORN LOOP - �_ 4 ,_2j1 04 - LP -06-00022 LPF-21 - 0001 1 R10 00' L=699.g3 L-11111111 55.26' _ C16 A=5°33'25" D=5°10' R 625.00, \ 14°14'00" L=60.62' 46" \ h \ N� A L=56.50' 4_5° - 20,59» a 216 L=58.6 r 4,703, R=215.00' \ �\3 �01, 35'3g" A w 215 1 R_215.00' L=388 73 v N ,12 .00 O - - �N 214 0 0 � o l0 8' o w o � M^ o \ LID/) d N O o0 ccz � 0 7 N 21J W w z z W v o N 2°38'34" E N 2 12 0 56'59" o E 41 66 W TRACT Z-2 co N A49.3o' 47.44", -- >3s' W W 0AAA z w 198 199 N124g,48»E N 37 200 W W _ '>° 9" _ TRACT K 47. e A o 't ^-`N o n 66, o� �� o �� o 201 0100000 o .� 5 d W CN z z �� W N O 00 v z o 202 �_ z L=38.02_ L=38.42' _ 102.38_ - V C 15 A=5°07'31" L=3 1 13`44807" 4=5°70' `3' o- 46 20J R=425.00' 4=4°32,57„ 4 C,3\ f 57" _ A=41°25'09" R=4_00.00' \ 7 4=104°45'01" R=415.00' L=758.72 _ -�- -�8g 16' v _ 4=56°42'51" R-440.00' L=435.5 CD - - E -p57'48" C13 D=6°48�" 4=6° R, 4 77 ROUNDUP DRw - / i L=111.02' o eL=44.59' L=4 2g,7 4 6>S'00' �n 2S 70 17" Ln \1 A=.5 2R4 40001 >J 2.00;� C1>2412N 0 _ C 10°51'2R=465.0d 00 d � CO0 70' TRACT Z-1 c z rl z z 144 �N o N ❑9 00A N 10°21'52' v Z V 145 z 143 �\ 0 7CURVE 15°29'7 j» 5 6 32.92' 32.6g • 2 � o 45.54, E N 3°29'23" W 32 142 & � 11 3�' 36„ W N 7°00'54" E 4g 39.03' N 2°08' 1 1" W N 45 54 N 15 0313' W 37.24' N20 74 N23"46, _ 141 N 1 1 °04'55 ,, 45.54' 35 25'E \5>'E 39.03' E N 2°36'32" E N 6° 52' 54" W 35 98' 45.54' 45.54' N 7°27'18" E N 13°47'55" E 32.20' s TRACT A 0 10 AAAA 1 0' + 1145,27' N 00°02'31 " E 1999.26' NORTH -SOUTH CENTERLINE OF SECTION = N 00° 15' 12" W 5276.33' FROM FOUND S 1/4 TO FOUND N 1/4 22 27 _ - - - - N 00°02'31 " E 1339.80' o N 00°02'31 " E 2390.89' CENTERLINE OF RIGHT OF WAY CENTERLINE OF RIGHT OF WAY CALCULATED PER (R4) AND FOUND N 1/4 AND S 1/4 CORNERS LEGEND = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 35142" UPON COMPLETION OF CONSTRUCTION = FOUND MONUMENT AS NOTED SCALE. 1 �� - 50' 9 = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 A = DELTA 50' 25' 0 50' 100' R = RADIUS L = ARC LENGTH (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 ❑X = INDICATES NOTE NUMBER ON SHEET 3 OF 15 X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 X = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 A= PUBLIC UTILITY EASEMENT A= INGRESS, EGRESS AND STORM A= PUBLIC STORM DRAINAGE EASEMENT DRAINAGE MAINTENANCE EASEMENT A= IRRIGATION EASEMENT A =MAIL BOX EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-08.DWG CURVE DELTA RADIUS LENGTH C11 3°04'26" 425.00 22.80 C12 1 *42'15" 375.00 1 1 .15 C13 3°03'22" 375.00 20.00 C15 2°41'49" 425.00 20.00 C 16 1 °50'01 " 625.00 20.00 C23 1°41'51" 675.00 20.00 BLACK HORSE AT WHISKEY CREEK -PHASE 1 SEE SHEET 3 OF 15 FOR A PLAT COMMUNITY I-- MONUMENT DESCRIPTION A PORTION OF THE NORTHEAST nHARTER OF SECTION 0-7 T 18 N, R 18 E, W.M. KITTITAS COUNTY, WASHINGTON N r'� `"' WRgN(3 ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 co R o SEE SHEET 10 OF 15 10' 25' ) 2 �� 25' c� ,n II o \ 00 00 TRACT Z— ;Up I > �' �� 25. �� TRACT Z-4 N u v _ L z� TRACT Z-5 1 Q r) i 10' I I 80 a c 10' ROUNoI 00 Lo N 7/ 44.43' — 116.76' — TRACT J TRACT G N 00'44' 12" W(R) 1.19' r w DRIVE N 0' 16' 15" W 200.09' o O N I \ I �<N 1°30'49" W> <N 1°30'49" <N 2°40'12" W> p Z 100.0 v �, Ln 1,� 1 1 w (R� �cp. �, r Lo 44_33' e N 12 38 LL 00 00 i 00 A=84°08'36" 1 O \ VARIES VARIES 0 ^ R=25.00' 25' 25 ' o'- >3 \ TRACT Z-3 O 00 `' L=36.71 ' V A00 w EIAAA I— ri _ A=36°51'18" N R=25.00' 10 \ o\ ss W J N L=1 6.08' o_ moo. \ o Ln 1 10 8 v W o w z L6 z v z a � co 0 �r \\ A TRACT Z-2 \ \\ \ C o28 0 Lc) CAO C it \w� �aI a 0AAA \ cp.. 5">W \ 2 3�1 o \ \ \ V C%)- TRACT Z-1 O zs ❑AAS O w Z p 00' \ O \ \ G \ Ln I 2 \ Q \ a�Q0 Lu LIJ co co z 0 00 °oLn � R=25.00' L=36.71 ' 0 A=51'1 9'04" ( lxb o R=25.00' L=22.39' 41 0 o / N Lo o SN LL / 7O 3 Ov A=84°08'36" \� R=25.00' \ o I O L=36.71' � SO 512j" cV I > O A=51' 19'04"RC0 , I h I R=25.00' \ 46\00' I-" I L=22.39' TRACT Z-1 ¢72.75, W Z OAAA a 1 5 6 W w z w w 0 w z J S Of O z z L'J Lnoo w 0 O w w Q cn = w z�wz JZm0 LLJ F=� JD ao�4 Q cf) :�� Q =owmw w0m—w mw -g - z 00L�w wO wwZ=� o=oi—w zor- 10 00 -�I QwwQ� Z n A J Z O Q w o Z o=zmw of � =w� '4,'=o w� } 0 Ll m wZ > z z i LLL 0 Ll �' O 0 ==0 w��= z� v _Ow= l' Z w Q J w ZLLJ C 7 w O �P_D Ld w- u �-=w:5cn � FK �0L�� Y of w cn F- w = 0 = O 80' L 1 Ln r rA � I /2x �V_ 22 7 /• — l N 00'02'31" E 1339.80' N W N T 6, I b I � 03., F t N 00'02'31" E 1999.26' NORTH -SOUTH CENTERLINE OF SECTION = N 00°15'12" W 5276.33' FROM FOUND S 1/4 TO FOUND N 1/4 REECER CREEK ROAD 0 N 00°02'31 " E 2390.89' CENTERLINE OF RIGHT OF WAY CENTERLINE OF RIGHT OF WAY RECORD CALCULATED PER (R4) AND FOUND N 1/4 AND S 1/4 FILED FOR RECOF LEGEND CORNERS THIS DA S = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 SCALE. " = 50' A = DELTA R = RADIUS L = ARC LENGTH 50' 25' 0 50' 100' (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 rX = INDICATES NOTE NUMBER ON SHEET 3 OF 15 X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 / \ L=271.31' �_ � N 79 29 3 vJ 3 9'26' E W W ^h N 7g°S N 75°29'7 (n 9.03, E C. TRACT A N 23 X3.64 ❑3 10 AAAA 15°42,'22 6» E N 12:42' 6 „ W 1 2 5 6 —1 —-------- ----- -- — 10' 1 145.27' 1304.05' SEE SHEET 3 OF 15 FOR MONUMENT DESCRIPTION A =PUBLIC UTILITY EASEMENT A2 =PUBLIC STORM DRAINAGE EASEMENT A5 =IRRIGATION EASEMENT A= INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-09.DWG 55 E 39.0,3' Z) z Q N LP -06-00022 LPF-21 —00011 BLACK HORSE AT WHISKEY CREEK - PHASE 1 AUDITOR'S REFERENCE SEE SHEET 3 of 15 FOR A PLAT COMMUNITY MONUMENT DESCRIPTION A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. LP -21-0 o22 N KITTITAS COUNTY, WASHINGTON LPF-2-00011 N N �� r •� PARCEL 1 ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 PARCEL 2 OWNER OF PARCELS 1 AND 2: o SURVEY #570477 FOUND REBAR SURVEY #570477 BRADLEY CAMPBELL l \ 820/PG28 AND CAP 1090 W. BOWERS ROAD AN 1 AP B20/PG28 ELLENSBURG, WA 98926 _ N 00°31'39" W 2545.19' N •' 35.40' 44.60' 1220.84' 0 EAST LINE OF THE W 1/2 OF THE NE 1 /4 N 80' N 7°22'00" w2� 161 80.05' TRACT H N �a1]AAAA ��. C6 s, N z �. Nz Ln o d2 00 , a Lj N cv �� gR F N 5-()5 41 " �. o S� SL 1� 3q„ w 54 95„ W 47.3 ' � � �15 N b� � � �_ o_ 4� • g \N .� 0 o z 0 L=271.31, N 20 w CO�; �° `� TRACT Z-6 z W � MAAA 1 � 00 7- I z /�A) m N \ A=51 ° 19'04" R=25.00, )Z1112 1111111111'...,__7 0 a I L=22.39' R 6500_0 o — — rG A=84'08'36„ w\ R=25.00' o, \\ �x\ L-36.71' ,1, 2 mac,\ i co �U ", Q tiD D i Ln s> sem' 1 =51°19'04" / co R=25.00' 61 ti� Fes\ i L=22.39' N 1 TRACT H ''s9s3 R4=25 00' \ /���/� WL=36.71' , o ; - r �C, LL CD I a- 00 r I QU� a, 00 o cn J m o z z �° �° TRACT Z-6 / /o , W zW o �o / ° w o I -D1 0E)f U ❑9 AOA / °° / W zw VARIES VARIES Q o _ `V JZm� r / w Cpm d' ^"j / / LLI 1 Q' W 20 _'I� i o M� i TRACT Z-5 CV wo'-w 10 I ��� �i 9 1 6 i U! o�O �� ����o CO �wzz� 1 I zp "'oo Z �� a I -L -CO 0� o��� nw on, w 7 0C) 3zCf)o� �Dfzo w 0 0 / O o=zmw o � � �� o / 0 "vb z 0 z I� i n zz� o N / 10' �. Ld o Zwco_ h' mz zLLJ > o = ! i0 i o z W Ln O/ TRACT Z-4 o w ' z o = Ln � � R=25.o0' 25' TRACT J ❑� A0A o m z a (_o z L-1 6.09' I 25' I I I El 10 AAA 10' O w Q J r v 4=84°08'36° 1 2 I , J / W � z z R=25.00' U - r_ _D\ L-36.71'/ I A A A Ln Z Z o w r7 w w U — — — = w m o 44.30' I <N 0°54'1 0" E> <N 1°59'42" E> I N 1j°20'04" 0 � Q �l o ROUNDUP �� N o°16'15" w 200.08' I00 o E (R) 100 00, TRACT G w F U) y 44.43' 1 1 6.76' A=2°24'59" L=17.50' 4=4°39'54" L=17.51' I 33 10 ODAA6 A CD 01 - N 00°44'12" W(R) 161.19' o > N 0° 1 6' 15" W 200.09'77 a o N DRIVE 1 LA � <N 1`30'49" W> <N 2°40'12" W> 100.00' \ - - - cc co w - TRA CT Z—M 4- TR4 C T Z-2 25 \ TR/ C T Z— 3 o 25' 25' 25 \ �0 SEE SHEET 9 OF 15 Ln �Ln ND UP Ln ROv \ �J A z COU RT CANCULATED PERLINE OF RIGHT R4 OFWAYAY FOUND N 1/4 AND S) 1/4 �� �� REECER CREEK ROAD CORNERS 22 N 00°02'31°' E 1339.80'RECORDING CERTIFICATE SEE SHEET 3 OF 15 FOR FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNT) MONUMENT DESCRIPTION SCALE: 1 50' THIS DAY OF A.D., 202 O'CLOCK M., AND RECORDED IN VOLUME LEGEND PAGES RECORDS OF KITTITAS COU = ESM WILL SET SURFACE BRASS CAP STAMPED: 50' 25' 0 50' 100' KITTITAS COUNTY AUDITOR "L.S. 44925" UPON COMPLETION OF CONSTRUCTION AUDITOR'S REFERENCE: = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON A =INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 BY SHEET 3 OF 15 DEPUTY COUNTY AUDITOR A = DELTA 1 =PUBLIC UTILITY EASEMENT A =SANITARY SEWER R = RADIUS A2 =STORM DRAINAGE EASEMENT EASEMENT L = ARC LENGTH 5= IRRIGATION EASEMENT A= MAILBOX EASEMENT C O N S U L T I N G E N G (R) = RADIAL BEARING A -INGRESS, EGRESS A =WATER EASEMENT 33400 8th Avenue S. <> = RADIAL BEARING AT LOT CORNER AND STORM DRAINAGE Suite 205 (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 MAINTENANCE EASEMENT Federal Way, WA 98003 aX = INDICATES NOTE NUMBER ON SHEET 3 OF 15 www.esmcivii.com XO = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 Civil Engineering I Land Surveying Public Works Project Management DATE : 202111-18 JOB NO. DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-10.DWG DRAWN BY: B.S./P.T,/J.K./C.F./R.G. SHEET 10 rt, w�.,: � �•. nVVIIVIA J IALI LIALIVVL LACK HORS�.,., ATWH I n =��. � �"y CRE -- -I ` � � A P L.AT MUNI..... A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, 18 N, R 18 E, W.M.LP-os-00022 LPF-21 -anal 1 KITTITAS COUNTY, WASHINGTON PARCEL 2 ASSESSOR PARCEL NUMBER 431033 /MAP NUMBER 18-18-27010-0002 SURVEY #570477 431033Z PARCEL 4 SURVEY X570477 B20/P28 320/PG28 PARCEL 4 SURVEY X570477 B20/P28 OWNER OE -NONE KINMAN OWNER BRADLEY CAMPBELL OWNER OENONE KINMAN 1715 W. BENDER ROAD 1113 W. BENDER ROAD 1090 B ELLENSBURGWA 98926 BOWERS ROAD , nl ")771'79" 9' ELLENSBURv^ WA 98926 ELLENSBURG, WA 98926 � � � 4 � � 1220.84' EAST LINE OF THE W 1/2 OF THE NE 1/4 11 5 8` 48'17 „ W N 2-53'42" W N 1" W �_ 47.88' TRACT H 58 41" N 14°43'5 60.49' 0 LLUJAAAA N 1g 06 07 1 6 48 • 48 cr z 350 co 4 58.93' 7.39' 47.39, 00„ \N 2�3� '2S`32� cr � 35349 o1i47'39' c� N .051 N 0°1753" E N 5°4127" o r 0 E N 0°29 -7- 348 � �o S2E .3S' 23,01" E _ _- 347, TRACT Z-6 n 0 46.18' 386 24"W OAAA � o o r Ng 346 o_ o z 345 Z o 3g 9'2 6° 36'18" 10 344� J p- °4°° o 514 . lo, 3a 92 . „ a� oo v o42Lo n 5 00' cNr N c o TQ- coq0,0 4.91, __ 2 n co35 L=17 p=47°0501' R=465.00' L=382.1 - - z co co z m 510�� G 5° 03' 12 46.7 L=5267_ QO' _ L=66.68' _ - - 0' 3�5 10' - _ p=52° 56' 25" L_=406.55' 0 33" C36 A=10°11'19' p=8`02'5 R'3, 00' R' p,9 2� 10; R=440.00' 203/„ �OP z 1 n -278 3' �lV �i 8�6 �� L o 6 Z o 1A1 - - __ 39`52'20" R-400-00 Y V U_ O 0 r W W U) W rW iJ ) p-103_54_06" R_415.00' -_752.57 RANGER w p� 915 C31 j o 6 290 0 ; R=425.00 p a55 o w 291 _ 4_14°4218„ fl=51516' L`3 �s C30 4=6°27'29_' L_38g8 0 0 L=109.08' n n L=47.90' Oo �,� Oo_ dd'= 292 -52-,5 53„ W z �, N 12° Li o o �_ 293 4 5. N o o � 294 'w 24.73' 2o.5g, Ln Ln 11o o �_ 295 00 2 28`3 00 296 4,"\N \-0 4 61' 41 j �N 21 38 `s - TRACT Z-5 z o z 5„ W N11°4o 3 r UL O r W Lli r� s/ 1 W 6 N 5 40 3 48 1 ;19 281 0- N vJ 282 N OAAA TRACT 110 61.49' 25 582 280 6 34 22 Z o d 0 AAAA " w 44.1 279 dot n o n Uo 1 o 13.32' Z o C29 Ln w � It zco 0' o o 0000 z o Ln o 277 v J �2 2' pR,32c 0 po z o N 46�00� p,2 00 00 120.23 34;, R= 38 5. 215.00' L=78. - / r 278 1302 c'� D 2 57' 41" L= 48 v 0,102 v -_4603 4=1S°08, L-59.30'_ -D-4°1312"101, Jd_ 190.00' _ o R=625.00' L=165.11' C28 A=5°26'09" R=625.00 04' 06 6L 99.93' mss' R,165.000_ L=2E N 13°04'16 TRACT Z-4 OAAA 1 3°04 �6 n-V7°aF'aa" R=650.00' L TRACT G 01 G AAAAA � W N 45.2' N46.00 00'7 " 7°27 0°22'5 5 1 "N 13 45 38 W cn 7 -7 TR% C T Z- 239 240 LEGEND SEE SHEET 8 OF 15 = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION R FOUND MONUMENT AS NOTED PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 A = DELTA R = RADIUS L = ARC LENGTH (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER (R4; = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 0 = INDICATES NOTE NUMBER ON SHEET 3 OF 15 X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 X = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 A= PUBLIC UTILITY EASEMENT A= PUBLIC STORM DRAINAGE EASEMENT A= IRRIGATION EASEMENT A= INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT A8 = MAIL BOX EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1 -1 1.DWG 24 61 �. 250 C� i2 3 ,02' W N 242 CURVE TABLE CURVE DELTA RADIUS LENGTH C25 1 ° 1 1 '08" 275.00 5.69 C26 1°41'53" 675.00 20.00 C28 1°50'01 625.00 20.00 C29 2° 13'51 " 325.00 12.65 C30 2'41'44" 425.00 20.00 C31 0° 17'02" 425.00 2.11 C34 2°28'00" 425.00 18.30 C35 3°37'53" 375.00 23.77 C36 3°03'22" 375.00 20.00 BLACK HORSE AT WHISKEY CREEK -PHASE 1 A PLAT COMMUNITY ' A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. LP -06-00022 LPF-21 - 0001 1 u' R-400-00' - - R4.91' R-37 5.00' •3 � 1 57.61 ' 150.56' =425 00' \ DRIVE N 00°00'52" W 308.17' DRIVE S�-24°3-0'4-� - L_ \\ \So6: N N 777 73, R\ \ \ \ � 4,395216 r p=7.47'50 37.61 40.00' 25.00' L=51.03' C32 Li LLJ 30' 1 O e o 00 0 1 �- 1 0 J o 0 0 o P o ° 0 c) 0 0 oU! 01 o o u o0 0 �= 290 z 289 z 288co287 W 291 `-1 zI Z) NO°01'38"W z N4°22'23 N W 39.82' 0°00'52" W 11.1 N12 Sg Z'S3 „W 37__40' - ---J> 4 20.59.24' s NO°00'52"W 50.00 Q 24 -3 40.00 8.16'5 w 0 F- 0 284 -285 0 -,286 N N o_283 0 00 o w o o ,� co oO�282 N 0 L 00 b, 30' m 5.78' 00 z T m z LL L=37.84' L=32.19' 6-4o'17" L=5°40'31" 40.00'-125,00' r R_32 -5.p0, LONGHORN N r �0_ 125.78' _ I- R 41,00_120.23-� N 00°00'52" W W s 22 5 LOOP N W �� �, 8,215'06 p=10L00'16" 40.00' 25.00' C M 1s_ A. 46'x_ L=48.02' 1� W 10 D 56 50 Z 5.78' w w 0 rrW ooLo C3 0 m Q o 30 VJ TRACT j�/� GF� Fol A LEGEND = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION O = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 A = DELTA R = RADIUS L = ARC LENGTH (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 IX = INDICATES NOTE NUMBER ON SHEET 3 OF 15 X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 Q= PUBLIC UTILITY EASEMENT A2 = STORM DRAINAGE EASEMENT A5 = IRRIGATION EASEMENT A6 = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT A8 =MAILBOX EASEMENT A = ACCESS/FLOOD CONTROL EASEMENT N� 24°30'47" 00. 60, =160-400 83S R--3� Nh a\39 .00, � X00 a 00' TRACT Z-9 aAAAA 64.44' 22 2g'02': L_7274 N RANCHERO R=325.00 119.44' L�47� • A=22°28'02:, 1 7 d 3� -. N LANE R=3 00 00R ? 64� R,62 9'37 » �0: \� 00: -F-10' N 0000'52" W SEE SHEET 7 OF 15 DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-12.DWG I MAUI L-1 L 0AAA TRACT D a1GAAAA SCALE: 1'° = 50' 50' 25' 0 50' 100' 4 ,37p R,6S I 49,'3 00' C ,42g 1 R_ LO LL O T W W �l_ VJ W W U) CURVE TABLE CURVE DELTA KITTITAS COUNTY, WASHINGTON C3 90°00'00" 25.00 ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 90'30'47" 25.00 39.49 C5 PARCEL 4 OWNER OENONE KINMAN 39.05 C20 29°59'08" 22.00 SURVEY #570477 1113 W. BENDER ROAD 20' ACCESS 9 Q 1 1 38.00 19.89 C32 3201PG28 ELLENSBURG, WA 98926 EASEMENT EAST LINE OF THE W 1/2 OF THE NE 1/4 3.01 C33 N 00',31'39" W 425.00 2545.19' C37 n 1220.84' CA 55.22' 54.78' V 189.10' - �- 1n 1025.24' - 325.00 _ TRACT H 0 1 o Q Q QS Q6 1 30' ---\ TRACT C N i TRACT M 31.28 C40 2°32'10" 30' �� Q 10 AAAA EIAAAA s' N 2°53'42" W N 0°00'52" W 130.00' N 0°00'52" W 85.00' N 0-17'11" E o 40.00' 40.00' 50.00' LO 52.59' \N 4°28'27" E N 9°4 100' SETBACK FROM WHISKEY CREEK 16 E nwoo w f� 1 0,10' \8.18'484782 N 14°59,w o w � o \ 4 36 Eo000 8. 7 8: N 352 00 0 353 354 r TRACT Z-10 \ 48 78,1"e dJ5 �� �� 00AA� zzz APPROXIMATE NORTHERLY LIMITS OF 100 YEAR FLOOD PLAIN 15vC33 I 30' z30'00 2' / �) C57" 37.61' 40.00' 25.00' I 95.56' 10'io WRANGLER N N WRANGLER u' R-400-00' - - R4.91' R-37 5.00' •3 � 1 57.61 ' 150.56' =425 00' \ DRIVE N 00°00'52" W 308.17' DRIVE S�-24°3-0'4-� - L_ \\ \So6: N N 777 73, R\ \ \ \ � 4,395216 r p=7.47'50 37.61 40.00' 25.00' L=51.03' C32 Li LLJ 30' 1 O e o 00 0 1 �- 1 0 J o 0 0 o P o ° 0 c) 0 0 oU! 01 o o u o0 0 �= 290 z 289 z 288co287 W 291 `-1 zI Z) NO°01'38"W z N4°22'23 N W 39.82' 0°00'52" W 11.1 N12 Sg Z'S3 „W 37__40' - ---J> 4 20.59.24' s NO°00'52"W 50.00 Q 24 -3 40.00 8.16'5 w 0 F- 0 284 -285 0 -,286 N N o_283 0 00 o w o o ,� co oO�282 N 0 L 00 b, 30' m 5.78' 00 z T m z LL L=37.84' L=32.19' 6-4o'17" L=5°40'31" 40.00'-125,00' r R_32 -5.p0, LONGHORN N r �0_ 125.78' _ I- R 41,00_120.23-� N 00°00'52" W W s 22 5 LOOP N W �� �, 8,215'06 p=10L00'16" 40.00' 25.00' C M 1s_ A. 46'x_ L=48.02' 1� W 10 D 56 50 Z 5.78' w w 0 rrW ooLo C3 0 m Q o 30 VJ TRACT j�/� GF� Fol A LEGEND = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION O = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 A = DELTA R = RADIUS L = ARC LENGTH (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 IX = INDICATES NOTE NUMBER ON SHEET 3 OF 15 X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 Q= PUBLIC UTILITY EASEMENT A2 = STORM DRAINAGE EASEMENT A5 = IRRIGATION EASEMENT A6 = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT A8 =MAILBOX EASEMENT A = ACCESS/FLOOD CONTROL EASEMENT N� 24°30'47" 00. 60, =160-400 83S R--3� Nh a\39 .00, � X00 a 00' TRACT Z-9 aAAAA 64.44' 22 2g'02': L_7274 N RANCHERO R=325.00 119.44' L�47� • A=22°28'02:, 1 7 d 3� -. N LANE R=3 00 00R ? 64� R,62 9'37 » �0: \� 00: -F-10' N 0000'52" W SEE SHEET 7 OF 15 DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-12.DWG I MAUI L-1 L 0AAA TRACT D a1GAAAA SCALE: 1'° = 50' 50' 25' 0 50' 100' 4 ,37p R,6S I 49,'3 00' C ,42g 1 R_ LO LL O T W W �l_ VJ W W U) CURVE TABLE CURVE DELTA RADIUS LENGTH C3 90°00'00" 25.00 39.27 C4 90'30'47" 25.00 39.49 C5 89°29'13" 25.00 39.05 C20 29°59'08" 22.00 11.51 C21 29'59'08" 38.00 19.89 C32 0°27'35" 375.00 3.01 C33 0° 19' 19" 425.00 2.39 C37 2°48'15" 375.00 18.35 C38 5°45'58" 325.00 32.71 C39 2°52'04" 625.00 31.28 C40 2°32'10" 375.00 16.60 C41 1'51'32" 425.00 13.79 - 1706.01 _ 1025.24'___ ------------- __-_--- TO NE CORNER OF TRACT Z-2 - r � 11 rno0o z Q20' ACCESS TRACT M � >> CENTERLINE OF j 000 N9 1 ESASEMENT J\\❑QQQQ Mn o c WHISKEY CREEK N w 4° 0AAAA 6 9 rn rn 9 36" z -+ � TOP OF BANK M N rn N 20 A/ 481 8'7 E 39.0734 E N 7`55'37" E \ N 136 36.85' N 10° 59'42" W 47.39 N 7°26'24" W 36.85' --ice 51' 15„ W N 39.10' .85' N 0°14'37" E 36.85' N 1°22'53" W 47.39' N 6-11'17" W 47.39 47.39' N R47.39, E 100' SETBACK FROM WHISKEY CREEK N 8° 1,3'5 -/ " E 47.39' N 3°25'32" E N 7830'10„ X0.32 , E `� R 4787 g3' TRACT Z-10 4 \ OU a000 p=60°5812 R=465.00' L--494 2 _ Ln 4 r �� > A \ 4=39°52'16 R=375.00' L=260.96' — — v 73 \ VV p_105°22' R=440.00' LLL 809 O ,� � RANGLER DRIVE \ N _ N \ 4_39°52'16" R 0004 0004 0' L-278.3 —A=93°27'56" R=415.00' L_6769g, N o W — 16" R=425.00_L=295.75)_ W Lo W APPROXIMATE NORTHWESTERLY LIMITS 15 I I \ �OF 100 YEAR FLOOD PLAIN Wr H 10' Cn O TRACT Z-9 I W II Cn F91AAAA \ 70' �p 4,99\ 412.61= =37°49'31" 64-7 OOC\ \ RgNC R=625.00' 210 44,7005°22 HERO LANE_ R=165.00' R ,9' — — 4" p_42°36'5L-1 .0 59 R=650.00' L=429.11' `72, O' g R=675.00' ,�=37°49'31 " 1 L =445.62' 0 � A TRACT Z-12 �� \ a000 N 05"09'37" E 10 N 12 5.9'53 W 47.00' '061 06E 2 2 72.4 N 02°41'10" E 61.13' W --7 N 07°11'59" 2 5'3 7 10' � TRACT D 0 IO AAAA FRA KT z -R LEGEND SEE SHEET 6 OF 15 50 = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 A = DELTA R = RADIUS L = ARC LENGTH SCALE: 1 " = 50' (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER 50' 25' 0 50' 100' (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 ❑X = INDICATES NOTE NUMBER ON SHEET 3 OF 15 2INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 01 =PUBLIC UTILITY EASEMENT 02 =PUBLIC STORM DRAINAGE EASEMENT 5 = IRRIGATION EASEMENT A6 = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT Q- ACCESS/FLOOD CONTROL EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-13.DWG RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, THIS DAY OF A.D., 2021, AT MINUTES PAST O'CLOCK M., AND RECORDED IN VOLUME OF PLATS, ON PAGES RECORDS OF KITTITAS COUNTY, WASHINGTON. KITTITAS COUNTY AUDITOR AUDITOR'S REFERENCE: RY DEPUTY COUNTY AUDITOR CONSULTING ENGINEERS LLC 33400 8th Avenue S. I I II Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 LYNNWOOD (425) 297-9900 www.esmcivil.com Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture DATE : 2021-11-18 JUB NO. 410-028-012-0105 DRAWN BY: B.S./P.T,/J.K./C.F./R.G. SHEET 13 OR 15 AUDITOR'S REFERENCE BLACK HORSE AT WHISKEY CREEK - PHASE 1 A PLAT COMMUNITY A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W. M. LP -21-0 022 LPF21001 1 PARCEL 4 SUI?VFY #570477 KITTITAS COUNTY WAS H I N GTO N 820/PG2,5 ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 UNPLATTED owNER .-OL-NONE KiNMAN EAST LINE OF THE W 112 of THE NE 1/4 OWNER OE NONE KINMAN 7 7 7 3 W BENDER ROAD 7 713 W. BENDER ROAD ELLENSBURG, WA 98926 N 00'31'39" W 2545.19' ELLENSBURG, WA 98926 - 1706.01 _ 1025.24'___ ------------- __-_--- TO NE CORNER OF TRACT Z-2 - r � 11 rno0o z Q20' ACCESS TRACT M � >> CENTERLINE OF j 000 N9 1 ESASEMENT J\\❑QQQQ Mn o c WHISKEY CREEK N w 4° 0AAAA 6 9 rn rn 9 36" z -+ � TOP OF BANK M N rn N 20 A/ 481 8'7 E 39.0734 E N 7`55'37" E \ N 136 36.85' N 10° 59'42" W 47.39 N 7°26'24" W 36.85' --ice 51' 15„ W N 39.10' .85' N 0°14'37" E 36.85' N 1°22'53" W 47.39' N 6-11'17" W 47.39 47.39' N R47.39, E 100' SETBACK FROM WHISKEY CREEK N 8° 1,3'5 -/ " E 47.39' N 3°25'32" E N 7830'10„ X0.32 , E `� R 4787 g3' TRACT Z-10 4 \ OU a000 p=60°5812 R=465.00' L--494 2 _ Ln 4 r �� > A \ 4=39°52'16 R=375.00' L=260.96' — — v 73 \ VV p_105°22' R=440.00' LLL 809 O ,� � RANGLER DRIVE \ N _ N \ 4_39°52'16" R 0004 0004 0' L-278.3 —A=93°27'56" R=415.00' L_6769g, N o W — 16" R=425.00_L=295.75)_ W Lo W APPROXIMATE NORTHWESTERLY LIMITS 15 I I \ �OF 100 YEAR FLOOD PLAIN Wr H 10' Cn O TRACT Z-9 I W II Cn F91AAAA \ 70' �p 4,99\ 412.61= =37°49'31" 64-7 OOC\ \ RgNC R=625.00' 210 44,7005°22 HERO LANE_ R=165.00' R ,9' — — 4" p_42°36'5L-1 .0 59 R=650.00' L=429.11' `72, O' g R=675.00' ,�=37°49'31 " 1 L =445.62' 0 � A TRACT Z-12 �� \ a000 N 05"09'37" E 10 N 12 5.9'53 W 47.00' '061 06E 2 2 72.4 N 02°41'10" E 61.13' W --7 N 07°11'59" 2 5'3 7 10' � TRACT D 0 IO AAAA FRA KT z -R LEGEND SEE SHEET 6 OF 15 50 = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 A = DELTA R = RADIUS L = ARC LENGTH SCALE: 1 " = 50' (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER 50' 25' 0 50' 100' (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 ❑X = INDICATES NOTE NUMBER ON SHEET 3 OF 15 2INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 01 =PUBLIC UTILITY EASEMENT 02 =PUBLIC STORM DRAINAGE EASEMENT 5 = IRRIGATION EASEMENT A6 = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT Q- ACCESS/FLOOD CONTROL EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-13.DWG RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, THIS DAY OF A.D., 2021, AT MINUTES PAST O'CLOCK M., AND RECORDED IN VOLUME OF PLATS, ON PAGES RECORDS OF KITTITAS COUNTY, WASHINGTON. KITTITAS COUNTY AUDITOR AUDITOR'S REFERENCE: RY DEPUTY COUNTY AUDITOR CONSULTING ENGINEERS LLC 33400 8th Avenue S. I I II Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 LYNNWOOD (425) 297-9900 www.esmcivil.com Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture DATE : 2021-11-18 JUB NO. 410-028-012-0105 DRAWN BY: B.S./P.T,/J.K./C.F./R.G. SHEET 13 OR 15 BLACK HORSE AT WHISKEY CREEK -PHASE 1 A PLAT COMMUNITY I A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. K ITTITAS COUNTY, WAS H I N GTO N ASSESSOR PARCEL NUMBER 431033/MAt- NUMBER 18-18-27010-0002 26+3 5 25' d d 'o C3 90°00'00" SEE PAGE 3 OF 15 UNPLATTED Z TRACE DESCRIPTION OWNER OENONE KINMAN N 00'31'39"o W' ;' 24FOR 25.00 1 113 W BENDER ROADEAST LINE OF THE W 1 /2 30.O(D ELLENSBURG, WA 98926 OF THE NE 1/4 r l,' N 89"59'48" W N 00°31'39" W 2545.19' , — 1326.71' 1025.24' - -- --- - __.--------- - Ln ae �� 11 z vo w CENTERLINE OF 15' 2 O � WHISKEY CREEK 4 Q o TOP OF BANK 0 Ow 0 I" 30 o �` �Ctl) v � Q (D) 100' SETBACK FROM WHISKEY CREEK N 183'10» 4;s'"s9 , 'V 286, TRACT M / 3g 3g M6AAAA IV 33, TRACT Z-10 9 MAAA \ \ \60 S8 2 1.60 00, p� co W W 2 U) W 'W W RANCHERO LANE TRA CT Z— 72 TRACT D M3 G AAAA TRACT Z-9 aAASA <J / N / TRACT N / N 00"00 12 E 2.00' 2 TRACT Z-11 x �s� EIAAA F` o 0 II z o�' ��� o� 10 TRACT N \ a 10 AAAAA 2, \ -t Q, 0 co co 0 25' 25 I 0 0 o cI ,BLACK HORSE BOULEVARD N 00°00'12" E(R) 403.90' of �t a- ol N SEE SHEET 5 OF 15 LEGEND 9 = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION = FOUND MONUMENT AS NOTED SCALE. 1 �� — 50' • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 A = DELTA R = RADIUS 50' 25 0 50' 100' L = ARC LENGTH (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 = INDICATES NOTE NUMBER ON SHEET 3 OF 15 X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 A- PUBLIC UTILITY EASEMENT A= ACCESS/FLOOD CONTROL EASEMENT A= PUBLIC STORM DRAINAGE EASEMENT A= IRRIGATION EASEMENT A- INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT A= SANITARY SEWER EASEMENT DWG NAME: \\ESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-14.DWG 0=82°22'38" /—R=25.944' f L=35.' 51.23' 153.90' 123.90' o \ TRACT P o A 10 rn 00 O N 00 Ln 00 PIA 30.00' 30 w cO o= w0 z� J w o Z W w Oz �-Of c, w w -z �z Iw cn u LP -06-00022 LPF-21 -00011 CURVE TABLE CURVE O _ RADIUS 25' d d 'o C3 90°00'00" 25.00 ^V- Z TRACE 25.00 16.81 C48 35°45'02 of �t a- ol N SEE SHEET 5 OF 15 LEGEND 9 = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION = FOUND MONUMENT AS NOTED SCALE. 1 �� — 50' • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 A = DELTA R = RADIUS 50' 25 0 50' 100' L = ARC LENGTH (R) = RADIAL BEARING <> = RADIAL BEARING AT LOT CORNER (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 = INDICATES NOTE NUMBER ON SHEET 3 OF 15 X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 A- PUBLIC UTILITY EASEMENT A= ACCESS/FLOOD CONTROL EASEMENT A= PUBLIC STORM DRAINAGE EASEMENT A= IRRIGATION EASEMENT A- INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT A= SANITARY SEWER EASEMENT DWG NAME: \\ESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-14.DWG 0=82°22'38" /—R=25.944' f L=35.' 51.23' 153.90' 123.90' o \ TRACT P o A 10 rn 00 O N 00 Ln 00 PIA 30.00' 30 w cO o= w0 z� J w o Z W w Oz �-Of c, w w -z �z Iw cn u LP -06-00022 LPF-21 -00011 CURVE TABLE CURVE DELTA RADIUS LENGTH C3 90°00'00" 25.00 39.27 C47 38°32'08" 25.00 16.81 C48 35°45'02 25.00 15.60 C49 2° 18'59" 415.00 16.78 C50 227'52" 465.00 20.00 ADDITIONAL RIGHT OF WAY DEDICATED TO THE PUBLIC UPON THE RECORDING OF THIS PLAT BLACK HORSE AT WHISKEY CREEK -PHASE 1 A PLAT COMMUNITY I A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 TRACT N \ I \ I APPROXIMATE NORTHWESTERLY LIMITS I OF 100 YEAR FLOOD PLAIN BLACK HORSE BOULEVARD i I � 1 � \ I I I II / 10' +►-. / I u) / / 1 AAPPROXIMATE LOCATION OF -� / 10' POWER EASEMENT. ACTUAL LOCATION IS 5' ON EACH SIDE / OF THE CENTERLINE OF THE i\ LINES AS INSTALLED. 0 z / w Li w Ofw 3 _ I 30' r� Ll w 00 Q ww ( co zz E8 J J POWER EASEMENT ww a z W z �\ ww� E 00Q SCALE: 1 II W cf) LL)z0 00 N 89`57'29" W 0 E13 z U= a, Qw0 7.5' w cn cr- 30' r� BEARING 0 Q "C" ( co Q E8 N POWER EASEMENT s o a CC W 2i �\ 3: m E 5.00 SCALE: 1 N 00°33'30" W Ll z 00 N 89`57'29" W 32.78 E13 ADDITIONAL RIGHT OF WAY a, z =�0 ,n W _o v LE0LJ a, m 00 zOLLJLLJ Q oQ a �Uz O 0 0 oww= <c � TRACT P 10' 01 D ooaooa� � 2 10' 0 I THIS PLAT 2 ' \ . a-) TRACT L- r- Ln REECER CREEK ROAD ----- - - - - -- / 47.69' / 29.92' °N' 2 7 N 00° 15'12" W POWER EASEMENT a4 SEE DETAIL A DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-15.DWG EXCEPTIONS FROM TITLE REPORT LP -06-00022 LPF-21 -00011 THE LEGAL DESCRIPTION AND EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS AS SHOWN HEREON ARE FROM AMERITITLE UPDATED SUBDIVISION GUARANTEE NO. 342533AM (CHICAGO TITLE INSURANCE COMPANY GUARANTEE NO. 72156-47018292) DATED OCTOBER 13, 2021. IN PREPARING THIS PLAT, ESM HAS NOT CONDUCTED AN {NDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN HEREIN. ESM HAS RELIED SOLELY UPON THE INFORMATION CONTAINED IN SAID GUARANTEE IN REGARDS TO TITLE ISSUES TO PREPARE THIS PLAT AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 1.-5. NOT REPORTED HEREIN. 6-7. SUBJECT TO GENERAL AND SPECIAL TAXES AND CHARGES IF APPLICABLE FOR TAX ID NO. 431033. 8. SUBJECT TO ASSESSMENTS, MAINTENANCE AND OPERATING PROVISIONS OF THE CASCADE IRRIGATION DISTRICT AS SET FORTH IN RESOLUTION NUMBERS 01-2006 AND 02-2006 AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NOS. 200602080001 AND 200602080002 AND THOSE AMENDMENTS THERETO RECORDED UNDER AUDITOR'S FILE NOS. 200803120028 AND 201207170016. EXCEPTION CANNOT BE PLOTTED. 9. SUBJECT TO THAT NOTICE OF WATER AND SEWER CONNECTION CHARGE AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 420037 AND SUBJECT TO THAT OUTSIDE UTILITY AGREEMENT, ANNEXATION COVENANT AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 200605250046. EXCEPTION CANNOT BE PLOTTED. 10. SUBJECT TO THAT RESERVATION OF EASEMENT FOR IRRIGATION DITCH AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 31009. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. 11. SUBJECT TO THAT EASEMENT FOR INGRESS AND EGRESS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 46618. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 12. SUBJECT TO THAT EASEMENT FOR TELEPHONE PURPOSES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PACIFIC TELEPHONE AND TELEGRAPH COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 80187, AND ALSO SUBJECT TO THAT RIGHT OF WAY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 96449, AND ALSO SUBJECT TO THAT ASSIGNMENT OF RIGHT OF WAY TO ELLENSBURG TELEPHONE COMPANY AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 278870. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. 13. SUBJECT TO THAT RIGHT OF WAY FOR ELLENSBURG WATER COMPANY CANAL ACROSS A PORTION OF SAID PREMISES, AS DISCLOSED BY VARIOUS DOCUMENTS OF RECORD. THE LOCATION OF SAID CANAL IS DEPICTED HEREIN. 14. NOT REPORTED HEREIN. SEE REPORT FOR ADDITIONAL INFORMATION 15. SUBJECT TO THAT OUTSIDE UTILITY AGREEMENT, ANNEXATION AND COVENANT, AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 200605250046. EXCEPTION CANNOT BE PLOTTED. 16. SUBJECT TO THAT BARGAIN AND SALE MINERAL DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 20061 01 1 009. EXCEPTION CANNOT BE PLOTTED. 17. SUBJECT TO THAT AGREEMENT REGARDING REIMBURSEMENT FOR WATER AND SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 200808050001. EXCEPTION CANNOT BE PLOTTED. 18. SUBJECT TO THAT EASEMENT FOR OVERHEAD UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 201610040006. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 19. SUBJECT TO COMMUNICATION ASSESSMENT FOR TAX ID NO. 431033. LINE BEARING LENGTH E7 "C" \ 13 N LO 0DETAIL E8 N 89°26'30" POWER EASEMENT s o a 30 W TRACT L "=40'/���\ �\ N 89`26'30 E 5.00 SCALE: 1 N 00°33'30" W 32.98 E12 N 89`57'29" W 32.78 E13 ADDITIONAL RIGHT OF WAY W 27.98 DEDICATED TO THE PUBLIC UPON THE RECORDING OF Q Q \ �j\ �� 1 • , , 0 THIS PLAT 2 ' \ . a-) TRACT L- r- Ln REECER CREEK ROAD ----- - - - - -- / 47.69' / 29.92' °N' 2 7 N 00° 15'12" W POWER EASEMENT a4 SEE DETAIL A DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-15.DWG EXCEPTIONS FROM TITLE REPORT LP -06-00022 LPF-21 -00011 THE LEGAL DESCRIPTION AND EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS AS SHOWN HEREON ARE FROM AMERITITLE UPDATED SUBDIVISION GUARANTEE NO. 342533AM (CHICAGO TITLE INSURANCE COMPANY GUARANTEE NO. 72156-47018292) DATED OCTOBER 13, 2021. IN PREPARING THIS PLAT, ESM HAS NOT CONDUCTED AN {NDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF ANY ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN HEREIN. ESM HAS RELIED SOLELY UPON THE INFORMATION CONTAINED IN SAID GUARANTEE IN REGARDS TO TITLE ISSUES TO PREPARE THIS PLAT AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 1.-5. NOT REPORTED HEREIN. 6-7. SUBJECT TO GENERAL AND SPECIAL TAXES AND CHARGES IF APPLICABLE FOR TAX ID NO. 431033. 8. SUBJECT TO ASSESSMENTS, MAINTENANCE AND OPERATING PROVISIONS OF THE CASCADE IRRIGATION DISTRICT AS SET FORTH IN RESOLUTION NUMBERS 01-2006 AND 02-2006 AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NOS. 200602080001 AND 200602080002 AND THOSE AMENDMENTS THERETO RECORDED UNDER AUDITOR'S FILE NOS. 200803120028 AND 201207170016. EXCEPTION CANNOT BE PLOTTED. 9. SUBJECT TO THAT NOTICE OF WATER AND SEWER CONNECTION CHARGE AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 420037 AND SUBJECT TO THAT OUTSIDE UTILITY AGREEMENT, ANNEXATION COVENANT AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 200605250046. EXCEPTION CANNOT BE PLOTTED. 10. SUBJECT TO THAT RESERVATION OF EASEMENT FOR IRRIGATION DITCH AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 31009. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. 11. SUBJECT TO THAT EASEMENT FOR INGRESS AND EGRESS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 46618. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 12. SUBJECT TO THAT EASEMENT FOR TELEPHONE PURPOSES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PACIFIC TELEPHONE AND TELEGRAPH COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 80187, AND ALSO SUBJECT TO THAT RIGHT OF WAY DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 96449, AND ALSO SUBJECT TO THAT ASSIGNMENT OF RIGHT OF WAY TO ELLENSBURG TELEPHONE COMPANY AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 278870. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. 13. SUBJECT TO THAT RIGHT OF WAY FOR ELLENSBURG WATER COMPANY CANAL ACROSS A PORTION OF SAID PREMISES, AS DISCLOSED BY VARIOUS DOCUMENTS OF RECORD. THE LOCATION OF SAID CANAL IS DEPICTED HEREIN. 14. NOT REPORTED HEREIN. SEE REPORT FOR ADDITIONAL INFORMATION 15. SUBJECT TO THAT OUTSIDE UTILITY AGREEMENT, ANNEXATION AND COVENANT, AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 200605250046. EXCEPTION CANNOT BE PLOTTED. 16. SUBJECT TO THAT BARGAIN AND SALE MINERAL DEED AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 20061 01 1 009. EXCEPTION CANNOT BE PLOTTED. 17. SUBJECT TO THAT AGREEMENT REGARDING REIMBURSEMENT FOR WATER AND SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 200808050001. EXCEPTION CANNOT BE PLOTTED. 18. SUBJECT TO THAT EASEMENT FOR OVERHEAD UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 201610040006. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. 19. SUBJECT TO COMMUNICATION ASSESSMENT FOR TAX ID NO. 431033. LINE BEARING LENGTH E7 N 00°33'30" W 66.72 E8 N 89°26'30" E 10.00 E9 N 00°33'30 W 53.67 E10 N 89`26'30 E 5.00 E11 N 00°33'30" W 32.98 E12 N 89`57'29" W 32.78 E13 N 00°33'30" W 27.98 E13 0 TRACT L POWER h EASEMENT o \ E 1 1 ���� w E9 owo �o E7 NN p _g9 2G RIGHT OF WAY DEDICATED BY PLAT REECER CREEK ROAD FOUND MONUMENT SEE SHEET 3 FOR DESCRIPTION DETAIL "A" SCALE: 1 "=30' imc_Im_\ 1 !, ❑X =INDICATES NOTE NUMBER ON SHEET 3 OF 15 X = INDICATES EXCEPTION NUMBER ON SHEET 2 OF 15 X = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 A = PUBLIC UTILITY EASEMENT A= STORM DRAINAGE EASEMENT Q3 = WATER EASEMENT Q= POWER (GAS AND ELECTRIC) EASEMENT A = IRRIGATION EASEMENT A = INGRESS, EGRESS AND STORM DRAINAGE /� MAINTENANCE EASEMENT A- CANIITARY QF-\A/FP FACFAAFNIT