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HomeMy WebLinkAboutBlack Horse at Whiskey Creek Ph 2BLACK HORSE AT WHISKEY CREEK - PHASE 2 L A PLAT COMMUNITY A PORTION OF THE NW 1 /4 NE 1 /4 OF SECTION 27, T 18 N, R 18 E, W.M. KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 LEGAL DESCRIPTION TRACTS Z-1 THROUGH Z-6, INCLUSIVE, BLACK HORSE AT WHISKEY CREEK - PHASE 1, IN THE COUNTY OF KITTITAS, STATE OF WASHINGTON, AS PER PLAT RECORDED IN BOOK 13 OF PLATS, PAGES 187 THROUGH 2O1, RECORDS OF SAID COUNTY. 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 AUDITOR'S FILE NO. 202112210021. 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: _ ASHLEY OPERATIONS ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF KING SS ON THIS�DAY OF A.D., 2023, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STAT F WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED ASHLEY JOHNSON TO ME KNOWN TO BE THE DVP OF CITY OPERATIONS 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 SHE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT. `OEBRA+/WITNESS AND AND OFFICIAL SEAL THE DAY AND YEAR i� FIRST WRITTEN. • MMA9� may° 4110 1 'J�S`(1�.Q GTARY Z�oc0N BLIC IN AND FOR THE STA OF WASHINGTON %0 � 4C i' �z RESIDING AT LJ O```` s'm C SURVEYOR'S CERTIFICATE 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 JANUARY OF 2022. 1 HEREBY CERTIFY THAT THIS MAP FOR BLACK HORSE AT WHISKEY CREEK - PHASE 2 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 HORIZONAL AND VERTICAL BOUNDARIES OF THE UNITS, TO THE EXTENT SUCH BOUNDARIES AR OT DEFINED BY PHYSICAL MONUMENTS, SUCH BOUNDARIES ARE SHOWN ON THE MAP. +, ZACHARY T. LENNON, P CERTIFICATE NO. 44925 SURVEYOR SURVEYOR'S ACKNOWLEDGMENT STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ZACHARY T. LENNON IS THE PERSON WHO APPEARED BEFORE ME, BEING FIRST ON OATH, DULY SWORN, STATES THAT HE IS THE REGISTERED PROFESSIONAL LAND SURVEYOR SIGNING THE ABOVE CERTIFICATE, THAT HE HAS EXAMINED THESE PLANS AND SURVEY MAP, AND BELIEVES THE CERTIFICATE TO BE A TRUE STATEMENT. SCRIBED AND SWORN TO BEFORE ME ON THIS 31 itDAY OF %Tc^ltf 2023. / / .. �.-. (SIGNATURE OF NOTARY) rNOTARY NDJON �E i�•►ww1►s4. PUB(LEGIBLY PRINT OR STAMP NAME OF NOTARY) F WNOTARY PUBLIC IN AND FOR THE STATE OF SIOWASHINGTON,fi fBERESIDING AT J0010446 0 t-6304L* MY APPOINTMENT EXPIRES e "�q•�,(.(� APPROVALS CERTIFICATE OF COUNTY ENGINEER EXAMINED AND APPROVED THIS DAY OF KITTITAS COUNTY ENGINEER LP-06-00022 LPF-23-00004 p ECEH AUG 0 4 2023 D Kittitas County CDS , A.D., 2023. CERTIFICATE OF COUNTY COMMUNITY DEVELOPMENT SERVICES DIRECTOR i HEREBY CERTIFY THAT THE PLAT OF "BLACK HORSE AT WHISKEY CREEK - PHASE 2" HAS BEEN EXAMINED BY ME AND FIND THAT IT CONFORMS TO THE COMPREHENSIVE PLAN OF THE K171TAS COUNTY PLANNING COMMISSION. DATED THIS DAY OF . A.D.. 2023. KITTITAS COUNTY COMMUNITY DEVELOPMENT SERVICES DIRECTOR 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., 2023. KITTITAS COUNTY TREASURER CERTIFICATE OF COUNTY HEALTH OFFICER 1 HEREBY CERTIFY THAT THE PLAT HAS BEEN EXAMINED AND CONFORMS TO CURRENT KITTITAS COUNTY CODE CHAPTER 13. DATED THIS DAY OF , A.D., 2023. KITTITAS COUNTY HEALTH OFFICER CERTIFICATE OF COUNTY ASSESSOR I HEREBY CERTIFY THAT THE PLAT OF "BLACK HORSE AT WHISKEY CREEK - PHASE 2" HAS BEEN EXAMINED BY ME AND I FIND THE PROPERTY TO BE IN ACCEPTABLE CONDITION FOR PLATTING. DATED THIS DAY OF , A.D., 2023. KITTITAS COUNTY ASSESSOR CERTIFICATE OF BOARD OF COUNTY COMMISSIONERS EXAMINED AND APPROVED THIS DAY OF A.D., 2023. BOARD OF COUNTY COMMISSIONERS KITTITAS COUNTY, WASHINGTON BY : ATTEST : CHAIRMAN CLERK OF THE BOARD VICINITY MAP SCALE: 1"=2000' cF� 21 22 4J��� BROADS 22 23 j -- -- — -- -- 28 27 - - - 27 26 O I R I jj �G A 1 I ✓�yN � � ..I BENDER o OOPrF ROAD E:LLENSSURG \'97 D o,� '2 27 27 26 -ram 33� 3 ---- ---�` 35 m ` m S,P9, m Iry i� •\,t,G C1TY'OF' �LLrENSBUFZ0 SUBDIVISION LOCATOR NOT TO SCALE TOWNSHIP 18 NORTH RANGE 18 EAST DWG NAME: ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-01.DWG BLACK HORSE AT WHISKEY CREEK - PHASE 2 A PLAT COMMUNITY I- A PORTION OF THE NW 1 /4 NE 1 /4 OF SECTION 27, T 18 N, R 18 E, W.M. KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 LOT AREA TABLE LOT S.F. ACRES 146 3770 0.087 147 3220 0.074 148 3010 0.069 149 3560 0.082 150 3560 0.082 151 3560 0.082 152 3560 0.082 153 3055 0.070 154 3055 0.070 155 3560 0.082 156 3055 0.070 157 3115 0.071 158 4120 0.095 159 3655 0.084 160 3270 0.075 161 4560 0.105 162 4605 0.106 163 4605 0.106 164 4605 0.106 165 4605 0.106 166 4605 0.106 167 3875 0.089 168 3155 0.072 169 3545 0.081 170 3770 0.087 171 4320 0.099 172 3645 0.084 173 3700 0.085 174 4305 0.099 175 3600 0.083 176 3350 0.077 177 3990 0.092 178 4275 0.098 179 3835 0.088 180 3705 0.085 181 4235 0.097 182 3705 0.085 153 3705 0.085 184 3705 0.085 185 4235 FO97 186 3705 0.085 187 3865 0.089 188 3755 0.086 189 4300 0.099 190 3705 0.085 191 3775 0.087 192 3635 0.083 193 4235 0.097 194 3620 0,083 195 3485 0.080 196 4285 0.098 197 4540 0.104 217 4555 0.105 218 4250 0.098 219 4245 0.097 220 5475 0.126 221 4600 0.106 222 4500 0.103 223 4550 0.104 224 4550 0.104 225 5780 0.133 226 4615 0.106 227 4615 0.106 228 4610 0.106 229 5865 0.135 232 6040 0.139 233 5135 0.118 234 4180 0.096 TRACT R 12080 0.277 TRACT S 12080 0,277 LOT AREA TABLE LOT S.F. ACRES 235 4185 0.096 236 5285 0,121 257 5330 0.122 258 4230 0.097 259 4205 0.097 260 5105 0.117 261 6040 0.139 264 4660 0.107 265 5590 0.128 266 4485 0.103 267 4485 0.103 268 4485 0.103 269 5870 0.135 270 4550 0.104 271 4540 0.104 272 4610 0.106 273 5410 0.124 274 4380 0.101 275 4385 0.101 276 5260 0.121 297 5425 0.125 298 4315 0.099 299 4055 0.093 300 4370 0.100 301 4370 0.100 302 5325 0.122 303 4370 0.100 304 4370 0.100 305 4370 0.100 306 4370 0.100 307 4370 0.100 308 4225 0.097 309 4225 0.097 310 4235 0.097 311 4235 0.097 312 4235 0.097 313 3890 0.089 314 3780 0.087 315 3950 0.091 316 3290 0.076 317 3540 0.081 318 4305 0.099 319 3650 0.084 320 3640 0.084 321 3645 0.084 322 4305 0.099 323 3905 0.090 324 3530 0.001 325 3125 0.072 326 3835 0.088 327 4245 0.097 328 4795 0.110 329 4795 0.110 330 4795 0.110 331 5205 0.119 332 5375 0.123 333 4300 0.099 334 3725 0.085 335 4525 0.104 336 4305 0.099 337 5345 0.123 338 4305 0.099 339 4305 0.099 340 5345 0.123 341 4305 0.099 342 4305 0.099 343 5650 0.130 NOTE: AREAS ARE SHOWN TO THE NEAREST 5 SQUARE FEET. DWG NAME. ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-02.DWG EASEMENT PROVISIONS PER PHASE 1 PLAT LP-06-00022 LPF-23-00004 EASEMENTS WERE CREATED BY THE PLAT OF "BLACK HORSE AT WHISKEY CREEK - PHASE 1" AS RECORDED IN VOLUME 13 OF PLATS, PAGES 187 THROUGH 2O1, INCLUSIVE, UNDER RECORDING NO. 202112210020, RECORDS OF KITTITAS COUNTY, WASHINGTON. FOLLOWING IS THE DEFINITION OF THOSE EASEMENTS: 1. AN EASEMENT WAS DEDICATED AND CONVEYED TO THE CITY OF ELLENSBURG FOR SANITARY SEWER, WATER, ELECTRIC, GAS AND TELEPHONE PURPOSES AND RESERVED FOR AND GRANTED TO FAIR POINT COMMUNICATIONS, CHARTER CABLE AND OTHER UTILITY PROVIDERS, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS AND 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 WAS 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 WAS 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 0 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 WAS 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, 1, 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 WITHIN 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 WAS 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 0, 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 WAS 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 WAS 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 WAS 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-OWNER(S) 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 THE PHASE 1 PLAT ARE NON-EXCLUSIVE UNLESS NOTED OTHERWISE. EASEMENT PROVISIONS PER PHASE 2 PLAT 13. IN ADDITION TO THE EASEMENTS GRANTED IN EASEMENT PROVISIONS 1 AND 5, AN EASEMENT FOR LOT/TRACT IRRIGATION PURPOSES IS GRANTED AND CONVEYED TO THE BLACK HORSE AT WHISKEY CREEK HOME OWNERS ASSOCIATION UNDER AND UPON 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. 14, IN ADDITION TO THE EASEMENTS GRANTED IN EASEMENT PROVISIONS 1 AND 6, AN EASEMENT IS DEDICATED AND CONVEYED TO THE CITY OF ELLENSBURG FOR INGRESS, EGRESS AND THE RIGHT TO MAINTAIN STORMWATER OVER, UNDER AND ACROSS THOSE EASEMENTS WITHIN LOTS AND TRACT M OF PHASE 1 DEFINED AS "STORM DRAINAGE EASEMENT", SHOULD THE BLACK HORSE AT WHISKEY CREEK HOME OWNERS ASSOCIATION FAIL TO DO SO. 15. IN ADDITION TO THE EASEMENT GRANTED IN EASEMENT PROVISION 10, A PUBLIC UTILITY EASEMENT 10 FEET IN WIDTH IS RESERVED ALONG ALL LOT LINES. THE 10-FOOT EASEMENT 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. 16. THE EASEMENTS GRANTED WITH THIS PLAT 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. 17. EASEMENTS CREATED BY THE PHASE 2 PLAT ARE NON-EXCLUSIVE UNLESS NOTED OTHERWISE. BLACK HORSE AT WHISKEY CREEK - PHASE 2 A PLAT COMMUNITY A PORTION OF THE NW 1 /4 NE 1 /4 OF SECTION 27, T 18 N, R 18 E, KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 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. 202112210021. 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 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 "LS 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. 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) 4. 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. 5. BUILDING SETBACKS ARE AS FOLLOWS: FRONT 15' SIDE 5' REAR 5' 6. 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. 7. THE APPROXIMATE LOCATION OF THE NORTHERLY LIMITS OF THE 100-YEAR FLOODPLAIN IS BASED UPON THE CURRENT FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 53037C1064D DATED SEPTEMBER 24, 2021. THE LIMITS OF THE 1DO YEAR FLOOD PLAIN ARE TO BE REVISED BY A LOMR THAT IS INTENDED TO BE APPROVED BY FEMA UPON COMPLETION OF THE CONSTRUCTION OF A DOWNSTREAM SIPHON AT THE CROSSING OF WHISKEY CREEK AND THE ELLENSBURG WATER COMPANY TOWN DITCH. THOSE LOTS THAT ARE CURRENTLY IN THE FLOOD PLAIN SHALL NOT OBTAIN BUILDING PERMITS UNTIL THE LOMR IS COMPLETED. IF THE LOMR IS NOT COMPLETED BY JULY 1, 2025, A BUILDING PERMIT ON THOSE LOTS MAY BE APPLIED FOR THAT MEETS THE CURRENT STANDARDS FOR HOME CONSTRUCTION WITHIN THE FLOODPLAIN. THE LOTS CURRENTLY LOCATED WITHIN THE FLOOD PLAIN ARE: LOTS 71 THROUGH 75, LOTS 96 THROUGH 108 AND LOTS 109 THROUGH 131, INCLUSIVE. 8. 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. 9. 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. 10. MAINTENANCE OF THE ACCESS IS THE RESPONSIBILITY OF THE PROPERTY OWNERS WHO BENEFIT FROM ITS USE. 11. 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. 12. ANY FURTHER SUBDIVISION OR LOTS TO BE SERVED BY PROPOSED ACCESS MAY RESULT IN FURTHER ACCESS REQUIREMENTS. SEE KITTITAS COUNTY ROAD STANDARDS. 13. THE ENTIRE PLAT OF BLACK HORSE AT WHISKEY CREEK IS SUBJECT TO THAT VOLUNTARY MITIGATION AGREEMENT (VMA) BETWEEN KITTITAS COUNTY AND SSH1, LLC DBA D R HORTON THAT WAS FULLY EXECUTED ON NOVEMBER 2, 2021 AND IS ON FILE WITH KITTITAS COUNTY. THE VMA OUTLINES SPECIFIC MONITORING CRITERIA FOR THE STORMWATER SYSTEM AS WELL AS RESTRICTS CONSTRUCTION OF HOMES WITHIN THE PLATTED AREAS SOUTH OF 29TH AVENUE UNTIL DECEMBER 21, 2023. 14. TRACTS R AND S 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. 15. THE PLAT OF BLACK HORSE AT WHISKEY CREEK IS SUBJECT TO THAT MINOR ALTERATION DETERMINATION AS APPROVED BY KITTITAS COUNTY ON FEBRUARY 16, 2021. THE AMENDED PHASING TABLE BASED ON THAT APPROVAL IS PROVIDED BELOW: BLACK HORSE O WHISKEY CREEK AMENDED PHASING, DATED 2-9-21 PHASE 1 IDENTIFIED LOTS WITHIN PHASE 1 PHASE 1 NOTES: LOTS 136-145 ALL ROADS WILL BE DEDICATED. ALL PONDS WILL BE ONLINE TRIGGERING THE BEGINNING OF THE MONITORING PERIOD. LOTS 198-216 LOTS 237-256 LOTS 277-296 LOTS 344-354 PHASE 2 IDENTIFIED LOTS WITHIN PHASE 2 PHASE 2 NOTES: LOTS 146-177 ALL ROADS TRIGGERING WILL BE DEDICATED. ALL PONDS WILL BE ONLINE THE BEGINNING OF THE MONITORING PERIOD. LOTS 178-197 LOTS 217-229 LOTS 232-236 LOTS 257-261 LOTS 264-275 LOTS 297-314 LOTS 315-343 PHASE 3 IDENTIFIED LOTS WITHIN PHASE 3 PHASE 3 NOTES: LOTS 59-69 ALL ROADS WILL BE DEDICATED. NO RECORDING OF PLAT/PLATS SOUTH OF 29TH AVENUE FOR 2 YRS FROM THE FINAL PLAT RECORDING OF PHASE 1. LOTS 78-92 LOTS 133-135 PHASE 4 IDENTIFIED LOTS WITHIN PHASE 4 PHASE 4 NOTES: LOTS 1-46 ALL ROADS WILL BE DEDICATED. ANY RECORDING OF FINAL PLAT/PLATS IS DEPENDENT UPON MONITORING AND PERFORMANCE CRITERIA PER MITIGATION AGREEMENT. LOTS 47-58 PHASE 5 IDENTIFIED LOTS WITHIN PHASE 5 PHASE 5 NOTES: LOTS 70-77 ALL ROADS PLAT/PLATS WILL BE DEDICATED. IS DEPENDENT UPON ANY RECORDING OF FINAL THE REMOVAL OF FLOODPLAIN. LOTS 93-108 LOTS 109-132 W.M. LP-06-00022 LPF-23-00004 DWG NAME: ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-03.DWG BLACK HORSE AT WHISKEY CREEK - PHASE 2 A PLAT COMMUNITY A PORTION OF THE NW 1/4 NE 1/4 OF SECTION 27, T 18 N, R 18 E, W.M. LP-06-000 LPF-23-0000404 FOUND 3" BRASS CAP IN CONCRETE, KITTITAS COUNTY, WASHINGTON WITH PUNCH MARK, DOWN 0.9', ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18• 27081-1022 STAMPED: ��$ 6 o N 89'16'42" E 2628.08' ESM) - N R16 / n w 2628.40'�R2) \ N 89'16'42` E 1314.04' ;� - 1/4S27 22j 1274,04' (ESM) 1274.23 (R7) �� �� N 89'16'42" E 1314.04' - �22 23 ?007. 35.00' (ESM) - - BOWERS ROAD_ (VARIED COUNTYY R/W- PAVED) - •� 27 26 35.00' ESM 1367.37 (R3) 1367.15' (ESM MON. TO MON.) \ N 00'31'390 W HELD FOR NORTH QUARTER CORNER / ��80.00' (ESM) SECTION 27 AND CENTERLINE OF TRACT A TRACT H 80.00' (R1) REECER CREEK ROAD TRACT Z-1 PARCEL 1 (NOVEMBER 2012) FOUND 8193 W 0 1 0N N ODWITH CAP 570477 P SURVEY SEARCHED FOR AND DID NOT FIND O IRON PIPE. CALCULATED FOUND 2" BRASS CAP IN CONCRETE, DOWN 1.2', � fS ON0 qAN � � � 620/PG28 POSITION FOR SECTION CORNER IN CASE. CAP NOT PUNCHED, USED CENTER OF z " Pik 'C 0 Dq1 FL TRACTZ-6 PER (R2) CAP. (FOUND NOVEMBER 2012) cn z 06 9 ` OL OUP (50 S 0.7' E 0.0' OF CALCULATED CENTERLINE AT 35 "j-4O\ 962$ES�� O�GI\q i� tg0 C4pVEoi R/ly COUNT �Q FOUND 3/4" REBAR AND 2" ALUMINUM FEET SOUTH OF THE NORTH LINE OF THE NE p P o a ��-� LOG O W� PAVf G�� FOUND REBAR AND CAP CAP STAMPED: HUIBREGTSE LOUMAN / ( ) w N tR 9p a J RI \ I L O) �QP�Je JQI "LS 18092 NELSON" 1 4. NOVEMBER 2012 w ASSOC. LS 33132", DOWN 0.5', IN m mmn - N � SHEET \ j \ TR� T J `h7/ GOQ\ ON LINE CASE (NOVEMBER PARCEL 2 NORTH OF LINE E THE NE 1/4 /0 F THE Q 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) 40' a m, v n n m o 31 z n m I � D O� <y v pl I' 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) I1 I FOUND 3" BRASS CAP IN CONCRETE ` MONUMENT STAMPED: "KITTITAS COUNTY d PUBLIC WORKS 42+66.29', WITH PUNCH, b6 S 4) DOWN 0.9% IN CASE. (NOVEMBER 2012) ,80�61F' NOXW 1.1' CENTERLINE OF RIGHT OF WAY — TO INTERSECTION: N 00'33'30" W 247.57' (ESM) 247.89' (R4) N 00'15'11' W 2637.86' (FOUND SOUTH 1/4 CORNER TO FOUND CENTER OF SECTION) 27 FOUND RAILROAD --+► SPIKE WITH X" 34 (JANUARY 2006) BASIS OF BEARINGS: WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 03/91. PROJECT IS REFERENCED VIA CPS 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. - a Z-2 SHEET 8 OF 15 SHEET 7 OF 15 A O O TRACT G 1 I i TRACT LON TRACT Z-5 N 6 TRACT I 11 OF 1 29TH AVENUE (VARIED COUNTY R/W- PAVED) SHEET 12 OF 15 a ' 9a = TRACT D meo mm v TRACT Z-7 D D N D CD IN SHEET 6 OF 15 N � I D D ***TRACT D 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 CPS UNITS UTILIZING RAPID STATIC AND POST PROCESSING TECHNIQUES PROCEDURE USED : FIELD TRAVERSE AND CPS WITH ACCURACY MEETING OR EXCEEDING THE REQUIREMENTS OF WAC-332-130-090 DWG NAME : ESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-04.DWG ilyco 0' G A9N� o TRACT EOJ o S SHEET 5 OF 15 cI x Z TRACT P TRACT 0 o ROUN �I m (so, DRIVfUP Rey COIN I o aAV f D,Y c I D BENDER R0AiY (VARIED COUNTY R/W- PAVED) '*%% pk.. TRACT Z-9 SHEET 13 OF 15 8`PilJA ' 4 QP �1 TRACT F SHEET 14 OF 15 SURVEY f570477 8201PG28 Y1 OWNER OF PARCELS 1 AND 2: BR4DLEY CAMPBELL 1090 W. BOWERS ROAD ELLENSBURG, WA 98926 \-FOUND REBAR AND CAP LS 18092 NELSON" D E 0.2' OF LINE C TRACT M Z SCALE: 1 " = 200' Oo �vpn Z cN y 200' 100' 0 200' 400' Lo Cz =o, LEGEND N N v A a (D FOUND MONUMENT AS NOTED D 0 �Q �U ?Qv N o ' O FOUND CORNER AS NOTED n mm _ , A DELTA R RADIUS 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 ACQUISITION 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 P z (pY, 9 d �R�'dB E w 00 2Jar7SS, 5o cQPP oI o w 49 RIl- c C TRACT N TRACT Z-11 O 1326.71' 1326.71' N 8959'48' W 2653.42' (FOUND CENTER OF SECTION TO FOUND EAST 1/4 CORNER) 2653.38' (R2) 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 N 89-59'48' W 11.01' (ESM) 11.00' (R3) 6 SEE ABOVE FOR DESCRIPTION �FOUND RAILROAD SPIKE (NOVEMBER 2012) BLACK HORSE AT WHISKEY CREEK - PHASE 2 A PLAT COMMUNITY I— A PORTION OF THE NW 1/4 NE 1/4 OF SECTION 27, T 18 N, R 18 E, W.M. KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBERS 96 87\TO 962292/MAP NUMBERS 18__ 8-,27081-i`017 TO 18-18-27081-1022 rmo �C �a� \\, �l,�, SEE SHEET 14 OF 15 u ,, TRACT N SCALE: 1 = 50� G` "9 � � �� ✓ APPROXIMATE NORTHWESTERLY LIMITS �\ � ���'�/^� \ o o \ TRACT OF 100 YEAR FLOOD PLAIN Q 1 \ 50, 25' 0 50' 100' �\ q \ v25 `ocs 25 ,` Z-9 25' w 25' , \ \ 1 w, L0LL O O TRACT D II c! AAA w r a F- LU JJ _ / o TRACT F) � � _ (80' COUNTY R/W- PAVED) BLACK HORSE BOULEVARD 0 N 00'00'12" E(R) 403.90' 250.00' — — 0 a TRACT E AAA v t 153.90' LP-06-00022 LPF-23-00004 32' �I I z zW \� WV} z v �zo --10 w 25' 25' ' 1 I �/ �• 01 J � � ( I OVERHEAD UTILITIES �►{I EASEMENT - A.F. I NO. 201610040006 NGPH 1,20 of opEEK E5 �gi II Is pp, / / I P ' VOLUME ¢ / TRACT P III J TRACT z- 7 / III / O I AAA A APPROXIMATE LOCATION OF 10' POWER--,1(i'� EASEMENT. ACTUAL LOCATION IS 5' ON II / EACH SIDE OF THE CENTERLINE OF THE III LINES AS INSTALLED. III A I I I LO ' / \ LL O N� / +�A0� `©Q \ TRACT i I I w I 2 / / / AAAAAA TRACT P \ \IV oT O J I J 32' I APPROXIMATE LOCATION OF 10' POWER EASEMENT. ACTUAL LOCATION IS 5' ON \\ \ I 30' TRACT Q LNES SASE STALLED OF THE CENTERLINE OF THE / I o--------- -- w �— _All ¢� ------ - \ 'I a z LEGEND S = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION p O = FOUND MONUMENT AS NOTED '0�— TRACT L A A 6AA • = PROPERTY CORNER SET - SEE NOTE 2 ON (D CV / SHEET 3 OF 15 / A = DELTA R = RADIUS N 00'15'12" W 2638.48' FROM FOUND CENTER OF SECTION TO FOUND N 1/4 L = ARC LENGTH _ 1051.09' - (R) = RADIAL BEARING N 00'02'31" E 2390.89' CENTERLINE OF-�_ <> = RADIAL BEARING AT LOT CORNER RIGHT OF WAY TO FOUND N 1/4 N 00'33'30" W 247.57' (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 R E EC E R CREEK ROAD FOUND MONUMENT ❑X = INDICATES NOTE NUMBER ON SHEET 3 OF 15 (VARIED COUNTY R/W- PAVED) N 0.1' W 1.0' FROM CALCULATED X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 POSITION PER (R4) CENTERLINE OF RIGHT OF WAY CALCULATED PER (R4) AND INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 FOUND N 1/4 AND S 1/4 A=PUBLIC UTILITY EASEMENT CORNERS A = WATER EASEMENT 0 V) w 1i 1n a0m �Z I cr: t00 D_�x <�(A Ow Q i 1 IY x WZ 0 0 0 Z L)w� w m a IU 0 � U \ .d o� Iz o � z 0 a 0 0 Z °z 80 Ln U N w l 0 W Of w wz U j w z w N N 3 3 't a IpP Imm z z POWER EASEMENT FOUND MONUMENT o SEE SHEET 3 FOR DESCRIPTION R �\ 27 / NORTH -SOUTH CENTERLINE OF SECTION = N 00'15'12" W 5276.33' FROM FOUND S 1/4 TO FOUND N 1/4 DWG NAME: \\ESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-05.DWG A =POWER (GAS AND ELECTRIC) EASEMENT A = IRRIGATION EASEMENT A= INGRESS, EGRESS T. RECORDING CERTIFICATE CONSULTING ENGINEERS LLC AND STORM DRAINAGE g Z MAINTENANCE EASEMENT 33400 8th Avenue S. „(y FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, A = SANITARY SEWER 's, Z THIS DAY OF A.D., 2023, AT MINUTES PAST Suite 205 EASEMENT O'CLOCK _.M., AND RECORDED IN VOLUME OF PLATS, ON Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 ` o PAGES RECORDS OF KITTITAS COUNTY, WASHINGTON. LYNNWOOD 425) 297-9900 ®=IRRIGATION EASEMENT ,.., ggg25 WWW.P_SI'1'1CiVil_cAR'1 BLACK HORSE AT WHISKEY CREEK - PHASE 2 A PORTION OF THE ASSESSOR PARCEL NUMBERS SCALE: 1 " = 50' A PLAT COMMUNITY NW 1/4 NE 1/4 OF SECTION 27, T KITTITAS COUNTY, WASHINGTON 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 T SEE SHEET 13 OF 15 TRACT D AAA TRACT Z-8 AAA 22 18 N, R 18 E, W.M. LP-23-00004 LPF-23-00004 O 18-18-27081-1022 LEGEND 9 = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION Q = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 0 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 QX = 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 = WATER EASEMENT = POWER (GAS AND ELECTRIC) — — — _ EASEMENT 4,2'43" R�50.00 L=439.17_ _ 10 M\ HIDE LANE —1 �9a5 IRRIGATION EASEMENT / =INGRESS, EGRESS W- PAVED) 00 > AND STORM DRAINAGE / (50' COUNTY R/ 6=210'44'10" R=190` / / N _ 9 39' A1A111�TENANCE EASEMENT / 5105-21'37" L'34 ®'= IRRIGATION EASEMENT �U�-_231122�a / / / TRACT Z-7 AAA �j ASK No PST � BRE PAGES 1 JOUE�3, O'5021^ RaF00.00' L�285.11' _------------ 1 °fkOU DN Up DRIVE —� ' / ^ (50' COUNTY R/W- PAVED) w W Z� I a °' w 3 Q _ 0 L O r U N 5. 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — 10' N 00'02'31"'E 1051.09' N 00'02'31" E 2390.89' CENTERLINE OF RIGHT OF WAY (VARIED COUNTY R/W- PAVED) CENTERLINE OF 1 CALCULATED PER FOUND N 1/4 AI CORNERS OF WAY AND 1/4 a NORTH -SOUTH CENTERLINE OF SECTION = N 00' 15' 12" W 5276.33' FROM FOUND S 1/4 TO FOUND N 1/4 Ln Ir- H w _ w w w Saw a0�: o'n W �O W w Co? o�W qOa J W U ci LLI �aUin X a O�_:W- U a a w D <W=W DWG NAME: \\ESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\RNAL\FP-P2-06.OWG BLACK HORSE AT WHISKEY CREEK - PHASE 2 A PLAT COMMUNITY I— A PORTION OF THE NW 1/4 NE 1/4 OF SECTION 27, T 18 N, R 18 E, W.M. 240 241 KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 SEE SHEET 12 OF 15 i 1 40' 1 30' 1 TRACT c i TRACT D AAAA i 1 5 6 8 L— ( 30, n� i AAA ro a 10' ►I 1 w 0 1 I 242 40 1 I Z I ---- — — — 30' 1 24J I 244 245 246 I �1 30' 9'p �Op' N 1 OOP 1 30, to d 3'p4 030p.00' a 103.96' i L0 C-120.78' N 00'00'52" W 214 N 0O 213 212 00 PT 217 ---- ---� a= W K N� pN SE�o1 l �gw _ of at' E �S 181 210 209 208 > � ITT GR p*1- =Q W w PNj5K E 13, , ,�-'p4 o� 00D VJuj so O fA 201------- -- >N"00 202 _ ---- --- —� Z 203 1 � 204 � 205 206 2071 �0 30, 30' R� 0 p0 — / I ryh OU/vp, l 1p. d 2S•In'. UP DRIVE N \ \ (50' COUNT. Op 00 L. 5 72 \ \ /W PAVED) n N 142 135.94' N 00-00'S2" W 22 27 ——1304.05' -- — — N 00'02'31" E 1339.80' b CENTERLINE OF RIGHT OF WAY LEGEND CALCULATED PER (R4) AND FOUND N 00INE OF RIGHT OF WAY " E 2390.89' N 1/4 AND S 1/4 CORNERS CENTERLINE 9 = ESM WILL SET SURFACE BRASS CAP STAMPED: IS 44925" UPON COMPLETION OF CONSTRUCTION I L', I I TRACT Z-8 AAA N t / \ I NZ� 105.91' 20R�`AN` 9.87' - p=_23 2 jpe PAVED RAWH LP-06-00022 LPF-23-00004 /o-------- y E PIT � NaR Hp,5E2�1 up� DY gREPAGEs 18 VVH15 ME 13, 1 VOLU TRACT Z-7 I I AAA I I i � 1 � b 8 1� 0 �--------------- R�p0yp21 PA`�D) a0tl UN� RIw` � �50' COR OO.ODIT 138.28' „40" ' 274.227 N ROUNDUP i----------------- /1 b �I TRACT B a 00 WI AAA �or g0' o Wtio �b0- I' � 30' I 1 0 w °o Z��-- ----------------------- — Z�� DOJ 10' O Q I t Z U 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 b (VARIED COUNTY R/W- PAVED) Q = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 R = DELTA R =RADIUS SCALE: 1" = 50' 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 QX = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 A = PUBLIC UTILITY EASEMENT A = SANITARY SEWER A = WATER EASEMENT EASEMENT A = POWER (GAS AND ELECTRIC) EASEMENT A AIGOO EASEMENT SEMENT A = IRRIGATION EASEMENT = A = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-07.DWG BLACK HORSE AT WHISKEY CREEK - PHASE 2 1 AUDITOR'S REFERENCE 1187 VA A PLAT COMMUNITY I A PORTION OF THE NW 1/4 NE 1/4 OF SECTION 27, T 18 N, R 18 E, W.M. KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 261 260 259 SEE SHEET L256 5 254 253 —' TRACT 5 / _ 258 257 255 IV 32.`jS 33ye,: TRACT R 14 ry"�,f 4a d=5'41'31" �=6'37'50 15=704'45'01" R=415.00' L=758.72 COUNTY d_56'42'51 R-440.00P PAVED) TRACT G AAAA N 04'05'32" W 1 �7 41' (50' COUNTY R/W- PAVED) ROUNDUP DRIVE01I N_642.59' L=51.12' _ — o Rip S JO 11, C .5Y d_q 04'01" d=q•04d0150 51'27" R=465.00' L=412.4 44'43" p=4 ¢443 / / y L- N °a 3 \ " 0 pp.� ^=33.01' d=4'44'43" d=4'44'43" d_ - — L_3g' y rn w 146 N 145 5' S1 m 3= �� C Ij 2 =33CIV.01' L=38.51' L=38.51' L=38.5I z N u oo N\ ' 155 o o 0147to b, 744 10' LID Co �� '0 a m S P. o 149 N, � CO Z 143 T 2 4554 54� �153� 152 151 150 148 32.92' Z 142 LL J 15. 2 0 o 00 a w co O N 10 21 52" O �i>"f i a00 to 45.54! i N 03'29'23" W 39.03' z z W 141 Z 45,54' 1411' 6" 32" W 37.24' \ NOTpp_54" NO2'08'11"W N 15 •13 n 35 f W 17'0455" E � 39.03' N 02'36'32" E N 06'5254" N \\ W 45.54' 45.54' TRACT A w = Lj AAA Z a. t t W w 3 cn 1 (VARIED COUNTY R/W- PAVED) 5 F- NORTH-SOUTH CENTERLINE OF SECTION = TO FOUND N OV15'12" W N 1/4 REECER CREEK ROAD N 5276.33' FROM 27 FOUND S 1/4 22 - - __� N 00'02'31" E 1339.80" o - � - - - - - - - I - r N 00'NE O E 2390.89' CENTERLINE OF RIGHT OF WAY CENTERLINE CALCULATED OF RIGHT OF WAY PER (R4 AND FOUND N 1/4 AND S 1/4 CORNERS LEGEND S = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 35142" UPON COMPLETION OF CONSTRUCTION (Q = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 d = 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 = 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 = IRRIGATION EASEMENT SCALE: 1" = 50' 50' 25' 0 50' 100' A = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT MAIL BOX EASEMENT = IRRIGATION EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-08.OWG LP-06-00022 LPF-23-00004 CURVE TABLE CURVE DELTA RADIUS LENGTH C11 2'15'52" 465.00 18.38 C12 2'38'45" 375.00 17.32 C13 3'15'08" 425.00 24.12 C14 1'14'58" 415.00 9.05 RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, THIS DAY OF A.D., 2023, 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: BY : DEPUTY COUNTY AUDITOR CONSULTING ENGINEERS LLC 33400 8th Avenue S. 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 2023-07-21 JOB NO. 410-028-012-0208 DRAWN BY: C.F./R. G. SHEET 8 OF 15 BLACK HORSE AT WHISKEY CREEK - PHASE 2 N O m N CG N 0 m N ro N w N a m 00 c 0 zw oo�W LLJ —Zmz LJ IL =5 DZ N LLI N\ =La z w} m Z W O m V W m U9 2 QH Z J 7 w LJ am I- Z 1- Z W O O - EL °° 5 �. w 7(x Qw!2D K Z m 2 w r W a4�-H0 3III LLI m ZJ�O U O = F_ 0O W i-:D a0Nz3 W O_Q ZI W W [ADZ U O nZZO w V) W W U 2 NON �¢ ^K d F lzxmk Y W 2 0 2 0 0- z r 22 SEE SHEET 3 OF 15 FOR A PLAT COMMUNITY MONUMENT DESCRIPTION A PORTION OF THE NW 1/4 NE 1/4 OF SECTION 27, T 18 (50.OouN� KITTITAS COUNTY, WASHINGTON COR/W; ASSESSOR PARCEL NUMBERS 962287 TO 962292 IJ k eR,E) -MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 SEE SHEET 10 OF 15 M ^ I 25 �� 25, Wr / (50' COUNTY R/W LnPAVED) i ROUNDUP N DRIVE — N 00'44'12" W(R) 161.111' 1'?AiviP TRACT S ' L_1 TRACT G ti 1p0.00' �a I TRACT R „/ 14 d�S L0 T C\269 \ 63, \ O 0>. oI TRACT A co _ Z AAA N 173.g3s f N Z�3,64 )NHORSE CREEK H PHASETI 1 VOLUME 13, PAGES 187-201 Lo 10' NORTH —SOUTH CENTERLINE OF SECTION = N 00'15'12" W 5276,33' I FROM FOUND S 1/4 TO FOUND N 1/4 � / \ 1304.05' (VARIED COUNTY R/W— PAVED) 27 N o002'31" E 1339.80' REECER CREEK ROAD N 00'02'31" E 2390.89' � SEE SHEEP 3 OF 15 FOR CENTERLINE OF RIGHT OF WAY CENTERLINE OF RIGHT OF WAY RECORDING C MONUMENT DESCRIPTION CALCULATED PER AND FOUND N 1/4 ANDD S 1/4 FILED FOR RECORD AT THE RI S CORNERS THIS DAY OF LEGEND S = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION n O = FOUND MONUMENT AS NOTED 0 = PROPERTY CORNER SET — SEE NOTE 2 ON SHEET 3 OF 15 SCALE: 1 " = 50' G = DELTA R = RADIUS L = ARC LENGTH 50' 25' 0 50' 100' (R) = RADIAL BEARING A = PUBLIC UTILITY EASEMENT <> = RADIAL BEARING AT LOT CORNER ©=IRRIGATION EASEMENT (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 ❑X = INDICATES NOTE NUMBER ON SHEET 3 OF 15 ® = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 A = IRRIGATION EASEMENT INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 A = PUBLIC STORM DRAINAGE EASEMENT 0 W IQ 0) N LP-06-00022 LPF-23-00004 CURVE TABLE CURVE DELTA RADIUS LENGTH Cl 1'49'31" 55.00 1.75 C2 39'00'37" 55.00 37.45 C3 2F45'02" 55.00 24.72 C4 28'25'02" 55.00 27.28 C5 2T25'03" 55.00 27.28 C6 28'25'03" 55,00 27.28 C7 33'34'54" 55.00 32.24 C8 40'22'01" 55.00 38.75 C9 5'15'25' 25.00 2.29 C10 1 46-03'39" 25.00 20.10 DWG NAME: \\ESMB\ENGR\ESM—JOBS\410\028\005\PLOTS\FINAL\FP—P2-09.DWG BLACK HORSE AT WHISKEY CREEK - PHASE 2 N \ a ro N N N g w Go 0 N co N Li o a m a m � z z 0 U 0 w io n 35.40' 44.60' 1 I 80' SEE SHEET 3 OF 15 FOR A PLAT COMMUNITY MONUMENT DESCRIPTION A PORTION OF THE NW 1 /4 NE 1/4 OF SECTION 27, T 18 N, R FOUND REBAR AND CAP KITTITAS COUNTY, WASHINGTON PARCEL 1 "LS 18092" ASSESSOR PARCEL NUMBERS 962287 TO 962292 PARCEL 2 SURVEYJ570477 f MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 SURIAEYJ57o477 8201PG28 f B201PG28 I N 00'31'39" W 1320.66' 18 E, W.M. OWNER OF PARCELS 1 AND 22 BRADLEY CAMPBELL 1090 W. BOWERS ROAD ELLENSBURG, WA 98926 LP-06-00022 LPF-23-00004 -T in -L-------------------- 1 ------� ------------- TINGRESS ----- EAST LINE OF THE W 1/2 OF THE NE 1/4 AND EGRESS N 07'22'oo" " w E EASEMENT - A.F. 80.05' NO. 46618 TRACT H PLAT OF BLACK HORSE AT WHISKEY CREEK - PHASE 1 i — +3 AA VOLUME 13, PAGES 187-201 I i 7- \ e2 SRO L0 I . � co 'q. 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Ld mow z I A � N 1 t •36.5g 9 r� 00 mzZWZ I �g 316 E lR)10 w -+io o w olPIf 0=m00 I u� 87.51' zI M Z p ron w x 1 `n co m N °732.57" E (R) I J 2 z�<I 'o I o- J� A=2'25'45" ui uj z � 315 L=,s.7,' U 0 z z o A=36.53'05" w Mw LJU --- = w m R-25.00' ��z0_ I L=16.09'I N 00.44'12" W 44.30' 4=84.08'36" �z K I / N R=25.00' Xwru>Y L=36.71' wx0=0 - a - z f - N 00'44'12" W(R) 161.19' \ROUNDUP N DRIVE (50' COU p w '(— —177 \ a t- ' 2 < a0 PAV D) m co 00 LOT (50Lo ' GR�v�1pUP�— \ A I Z C065T //REECER CREEK ROAD \ 22 (VARIED COUNTY R/W- PAVED) 27 - - - - / N 00'02'31" E 1339.80' SEE SHEET 3 OF 15 FOR MONUMENT DESCRIPTION LEGEND 9 = 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 OX = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 CENTERLINE OF F CALCULATED PER FOUND N 1/4 AI CORNERS 2Q OO ry6� i r / yZ °o / TRACT S I N 1120'04 I E (R) 100,00. I SEE SHEET 9 OF 15 SCALE: 1 " = 50' 50, 25' 0 50' 100' A = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 A = PUBLIC UTILITY EASEMENT A = SANITARY SEWER EASEMENT A = IRRIGATION EASEMENT A8 = MAILBOX EASEMENT A =INGRESS, EGRESS AND STORM DRAINAGE A = WATER EASEMENT MAINTENANCE EASEMENT ®=IRRIGATION EASEMENT CURVE TABLE CURVE DELTA RADIUS LENGTH C15 3'59'50" 55.00 3.84 C16 31r18'23" 55.00 36.77 C17 23'34'33" 55.00 22.63 C18 27*20*39" 55.00 26.25 C19 2720'39" 55.G0 26.25 C20 29'55'44" 55.00 28.73 C21 31'02'15" 55.00 29.79 LINE TABLE LINE BEARING DISTANCE L1 I N 85-49-18" W 1 31.36 261 " 4, TRACT G AAAA DWG NAME: \\ESM8\ENGR\ESM-JOSS\410\028\005\PLOTS\FINAL\FP-P2-10.DWG BLACK HORSE AT WHISKEY CREEK - PHASE 2 A PLAT COMMUNITY �--- A PORTION OF THE NW 1 /4 NE 1 /4 OF SECTION 27, T 18 N, R 18 E, W.M. KITTITAS COUNTY, WASHINGTON PARCEL 2 SURREY570477 ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 570477 B20 8201PG28 PARCEL 4 SURVEY 1570477 620IP28 PARCEOWNER R OE ONE KINMAN /P28 OWNER : BRADLEY CAMPB£LL OWNER : OENONE KINMAN 1113 W. BENDER ROAD 1090 W. BOWERS ROAD 1113 W. BENDER ROAD N 00'31'39" W 1320.66' fLLfNSBURG, WA 98926 F11FALSRURc. WA .98926 ELLENSBURG, WA 98926 LP-06-00022 LPF-23-00004 v7 -\- - - - - - - - - - - - - - - - - - - - - - - - - EAST LINE OF THEW 1/2 OF THE NE 1/4 INGRESS AND EGRESS TRACT H NO.EMENT 466 8- A.F._ AAA N 05'05'41" W N O 8193' E N 0 3927" E N 1p'29'S2" E i 350 351 47.39 47.39' N o, _ 50,35307" E 349 348 � - 1 co w 3 ` _ LID o a N S 340 0 341 0 •3 3 0 347 - T 338 p, 0339 o o � g 342lt�o h 343 3 3 346 - 10 0 m a 345 UL o o �10 Z n N n Z z h - L_39.Oi L_48_52_ L=39.0Y `q n R�4O� �D_174.91' m �25 Og 12 1 - tti r ._ p=q•48'25" p=5'58'43" d=4.48'25" _ 4 39.01' l 7 .44' v ro .-• �� � d= S �` p_4T0501" R=465.00' L=38212' 4g25" d=, 4.11, N _ - cn ----- W o-p�2'56.25" L�F06,55' R d=7-W " R-440.00' -�- 75.p0• 33 N 1=46.75' p_103'54'O6" R=415.00' L=752.57' -4 � - D i / 0 3� W d=39'S2'20" R�+00.00' L=276• W p_8'19'06" _=6'so'183_ d=6'S0'17" d=WRANGLER (50' COUNTY RW-PAVED) 291 T 60.25' L=49.53' C22 W R 292 - L= L=49.53• C23 25.00' L=109.08' z y ^ 4=5.133_27" 5=6'26'59' _ _ O p w o 3 .� �L=3a75' - L-47.94' - A - 293 N 00 } 302 N g 301 300 o N 3 294 T - N o ' 3 ; 296 295 R 5� 0 - - H 303 o m a E _ W z ^ 2990 � 298 6 0 S E 1 W O N 297 0 1/ ND5'27'30"W Z a r �O P�P��2 �i 45.69' N13•?3'2 m TRACT l g�G �5 1a s U) i 41.72• E Nos•os' Z AAA - of GR, ?N 282 W 17.44' 37.57' 40"E N 03'10'30" E - 28 25' 37,57' 47,85' - �j--" • NO2'07'12"E NO8'ST29 3. 73' 17.39' 61.41' _ - - - - ��( 14J, W 12 E �2.52' 25.33' 14.57_46.84' - - ` - ��� ���{G 281 2J� 280 w 271 M� 272 N a 273 0 3 3 N W 279 ,,, ,1D• 270 °, N to � o* 274 0 0 w 278 6=1"08.02' a _ 275 ( N 276 277 r z Z L=, ^D .. "} O N p �- O 37 05' L=37.57' 1=34.77 7 2 cop a m D �" _ y p_9'52'21" p=10'00'44" d=g•1555" L`47•SY Lo Z 2 bo °° Z -- Y R=215.00' L=385.7 L_47. v �2 48 34" 9 d=4 21'20' 5P _ L=57.72' z p d=4'2y20' _ - - - '�. %4106 J0.01 93' d-15'0810" R=625.00' L=165.11' 17'28" 2S1' D RW-PAVED) i R_165.00' L=269.18' -�� (50' COUNTY �428.60� �3746'49" Ri50.00' L LOOP ` 92g13 p_29.51'09 do d74.76;38" LONGHORN r p =85.97' - 32526' _ R�75.00' - i ` � L=40.34' d_3 �, _d=3'2103" 1=168.20' - - - - 10 251 Z 3 d=3'S4• ^L,39.26' L=39.48'-4'10'11" - - - - i a o L=17.2746 L=49.12' 252 ��0. N g 261 o O 3 o 253 N, o. 260 0 0 259 a 3 3 255 254 TRACTS �, Z h 258 0 257 N m 256- 2 �N ro in m 2 z O / Z b, z 33.48' 00 V --- Q$ N04.0204"W 50.4 0 74• z -- 5 N7 16" N .32' 1" 3.0E 45.07' N 06• N 02'32'S2" 5'ti 7 ayi 22'27' E 57.87' u+ TRACT R 234 235 236 233 TRACT G AAAA 237 LEGEND 232 SEE SHEET 8 OF 15 = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION Q = 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 El = 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 = IRRIGATION EASEMENT ® = INGRESS. EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT = MAIL BOX EASEMENT = IRRIGATION EASEMENT 238 I 239 240 ` 241 242 SCALE: 1 " = 50' 50, 25' 0 50' 1O0' CURVE TABLE CURVE DELTA RADIUS LENGTH C22 2'25'38" 415.00 17.58 C23 3'01'52" 425.00 22.48 LINE TABLE LINE BEARING DISTANCE L2 N 1,T02'12- W 1 25.97 DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-11.DWG BLACK HORSE AT WHISKEY CREEK - PHASE 2 A PLAT COMMUNITY A PORTION OF THE NW 1 /4 NE 1 /4 OF SECTION 27, T 18 N, R 18 E, W.M. LLP—PF-23-00004-000 22 KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 INGRESS AND EGRESS PARCEL 4 OWNER : OENONE KINMAN INGRESS AND EGRESS EASEMENT EASEMENT - A.F. SURVEY 1570477 1113 W. BENDER ROAD 20' ACCESS& - A.F. NO. 46618 NO. 46618 ELLENSBURG, WA 98926 EASEMENT B20/PG28 � EAST LINE OF THEW 1/2 OF THE NE 1/4 N 00'31'39" W 1320,66' - - N 00'31'39" W 1299.12' in ---------------------L'� — — — -- —/J---------------` \�____= TRACT M TRACT H 0©A 30' 1 30. i---------------��0� �\ AAA Ln _ - 1 n I \ \ 100' SETBACK FROM WHISKEY CREEK In &1 - 10' n 1 10' \ \� W ; TRACT Z-10 `\ \ 351 352 353 354 I o 1 \ \ 349 350 I m I �0� \ \ \ I t I \ m - 30' Z 30' ( \ 1 _ _ - / \ \ APPROXIMATE NORTHERLY 10' --------- I `----------------_"-- � `\ LIMITS OF 150 YEAR ❑ WRANGLER DRIVE N N WRANGLER DRIVE ��D PLAIN 7 u 00' (50' COUNTY R/W- PAVED) 157.61' - 150.56_ (50' COUNTY R/W- ^AVED) 25 03 120 74:in 91' N 00 OO'52" W 308.17' 1 �- A=24'3 47 ` 1v1-" N w L_,71 O� �- CT \11 10, Rya p0 N 729 - - - - - - - - pp130' 30 \N4o3g0289 288 287 I I W Za to i W r SEA 1 Lu 1 N I TRACT Z-9 AT 2 LL NoPNASEZo — — —� — — — Q W i AAA K N� PNASE201 w �of f\LACK EK GEs s� - — = j I gL A EK ' s� w ,- Po '4015EY PA I o I o I I T SRE AGES cA K I o I P N KEY 3, P Von ME 13 283 284 285 286 1 N ` Z i Vp� ME 282 1 1 � � 30' 30' O r r w U) U) LONGHORN LOOP N RANCHERO LANE u, 10-300.00' (50' COUNTY R�/W_PAVED) 125.78' - 119.44' (50' COUNTY R/W�PAVE_D) d_22'28' \ R� " L_120.23' N 00'00'52" W 245.22' LANE ry R_3t �, y a� 2� 51' 41 N O.Op • �64. N 70' -- ---- --\ 1 /'_------ - Ha�7.49-3 50.0p, �S. L�29.1,. 249 248 247 j 30' 30' i 250 1 I TRACT Z-12 I 1 1 251 A-�4 rio, , iF,o, AAA 1 ul. --- ---� I I TRACT G AAAA / 30� I I I 1 10 I I00 1 I I _ L 301 rt LEGEND B 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 (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 INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 1 = PUBLIC UTILITY EASEMENT IRRIGATION EASEMENT A = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT A = MAILBOX EASEMENT &9 = ACCESS/FLOOD CONTROL EASEMENT A = IRRIGATION EASEMENT 10' 40' LLI w a In to W �t v >of W Q z 00 o I o 00 NQ IZ SEE SHEET 7 OF 15 DWG NAME: \\ESMS\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-12.DWG TRACT D AAA SCALE: 1 " = 50' 50' 25' 0 50' 100' BLACK HORSE AT WHISKEY CREEK - PHASE 2 A PLAT COMMUNITY PARCEL 4 A PORTION OF THE NW 1 /4 NE 1 /4 OF SECTION 27, T 18 N, R 18 E, SURVEY1570477 KITTITAS COUNTY, WASHINGTON B20/PG28 K/NMAN ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 OWNER: 01PG2 1NE W BENDER ROAD `, UNPLArTED 1113 W. BENDER ROAD ELLENSBURC WA 98926 N 00'31'39" W 1299.12' OWNER : t OENONE KINMAN ELLENS8UR0, WA 98926 ------------------- - ----------------------------- LYTTAill, LP-06-00022 LPF-23-00004 EAST LINE OF THE W 1/2 OF THE NE 1/4 �---- --------- — — — - --- - - -- --'� --- -- -'' - ---- -- -------- ---- - TRACT M A 20' ACCESS \ a D CENTERLINE OF INGRESS AND EGRESS EASEMENT \\ o AAA Z0Q WHISKEY CREEK EASEMENT - A.F. rrlNO. 46618 \ \ A N TOP OF BANK r— \ 100' SETBACK FROM WHISKEY CREEK \\\\ ------------ ---- 0orH E201- - - - - - - — - — ---- --- I� K S7� K TRACT Z-10 PLASKE'� 3 E PAGES 1 \\\ AAA VpLumE T LRpO°47• ��---------- 131.13 N \ ��—� N W (50' COUNTY RW- PAVED) p_105'22'33" L�09.23' O '0' \WRANGLER DRIVE T\ d9'52' 16" R .00L=278.35� V W W------ -----\ r \ II W \\ ! I W \ II W \ ! 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AT �GK NO PNS5-201 PST y 9R5 PAGES 1 VD jmE 13 �-" LEGEND = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION Q. = 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 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 = IRRIGATION EASEMENT INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT 9 = ACCESS/FLOOD CONTROL EASEMENT ©= IRRIGATION EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-13.DWG TRACT Z-12 AAA TRACT D AAA TRACT Z-8 AAA SEE SHEET 6 OF 15 SCALE: 1 " = 50' WLo LU r �W O W't W r W BLACK HORSE AT WHISKEY CREEK - PHASE 2 A PLAT COMMUNITY I A PORTION OF THE NW 1 /4 NE 1 /4 OF SECTION 27, T 18 N, R 18 E, W.M. KITTITAS COUNTY, WASHINGTON ASSESSORPARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 UNPLATlED 26 35 SEE PAGE 3 OF 15 OWNER : OENONE K/NMAN ,/ INGRESS AND 27 34\ FOR DESCRIPTION 1113 W. BENDER ROAD EAST LINE OF THE W 1/2 EASEMENT ELLENSBURG, WA 98926 OF THE NE 1/4 / - A.F. \ � N 89'59'48" W N 00'31'39" W 1299.12' / NO. 46618 - _ 1326.71' •------_- •----------------------------------------------------------------------------------------------------J --- ------7CENTERLINE �..------------------------------------ \0 z wZ w OF 15' - I\ o a a o w TOP OF BANK WHISKEY CREEK I ( awi LL o i Ll o ------� t' --------------- I 30' w_ wx J W O 100' SETBACK FROM WHISKEY CREEK --- I I z J F- uJ V)Z N � OF 6 EE' ,SP187,2 TRACT M VM, E 13PACE P 0 5 A&A TRACT Z— 70 N AAA " \\\ TRACT N LO \ / 0• I \ , 30' LL \0S22, \ El 0 � CO \\\ \Ao \\ 32 I J r \ \00. W Z w Gy�,r`1�09 ` TRACT Z-17 z o \ Gy�l< \\ 1 I w� W \ 9 \ OVERHEAD UTILITIES -�i 0 \ EASEMENT - A.F. ` \ �� Q \ NO. 201610040006 I o X O cVn 00 9LtnO�j \ \ N O d AV \\ TRACT Z-9 \\ \\ TRACT N I 3I� \\\ \ \\ AAAe 1 00 w z AAA \\ o \ m Z \ \\ \ I c W Lu COUNTY %h \ \ \ 1 z m ANcH ROD, \N \\ \\\ \\ \\ I I \ I 69 \ 1 TRACT F i AAA \ \ \ 25, 25, \ 32' \ 1 \ \ - - - - - - - - - - - - - - / a 01 TRACT D `�I BLACK HORSE BOULEVARD �I AAA II o (80' COUNTY R/W- PAVED) 0 N 00'00'12" E(R) 403.90' 0 - - - 153.90' I 250.00' o Q 25' W �" ;�?fill --------TRACT E a+ ---- — �� �� Z /7TRACT P II_ SEE SHEET 5 OF 15 I' = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION OO = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON SCALE: 1 " = 50' 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 �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 01 = PUBLIC UTILITY EASEMENT A = ACCESS/FLOOD CONTROL EASEMENT 05 = IRRIGATION EASEMENT A = IRRIGATION EASEMENT A = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT A = SANITARY SEWER EASEMENT LP-06-00022 LPF-23-00004 DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P2-14.DWG BLACK HORSE AT WHISKEY CREEK - PHASE 2 "�U"U" KtrtKtN`t A PLAT COMMUNITY A PORTION OF THE NW 1 /4 NE 1 /4 OF SECTION 27, T 18 N, R 18 E, W.M. LP-O6-00004 LPF-23-00004 KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBERS 962287 TO 962292/MAP NUMBERS 18-18-27081-1017 TO 18-18-27081-1022 EXCEPTIONS FROM TITLE REPORT THE LEGAL DESCRIPTION AND EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS AS SHOWN HEREON ARE FROM AMERITITLE 2ND AMENDED SUBDIVISION GUARANTEE NO. 518898AM (CHICAGO TITLE INSURANCE COMPANY GUARANTEE NO. 72156-47863236) DATED JUNE 16, 2023. IN PREPARING THIS PLAT, ESM HAS NOT CONDUCTED AN INDEPENDENT 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. 6-17. SUBJECT TO GENERAL AND SPECIAL TAXES AND CHARGES IF APPLICABLE, FOR TAX ID NUMBERS 962287, 962288, 962289, 962290, 962291 AND 962292. 18. SUBJECT TO LIENS, LEVIES AND ASSESSMENTS OF THE BLACK HORSE AT WHISKEY CREEK HOME OWNERS ASSOCIATION. 19. 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. 200602050001 AND 200602080002 AND THOSE AMENDMENTS THERETO RECORDED UNDER AUDITOR'S FILE NOS. 200803120028 AND 201207170016. EXCEPTION CANNOT BE PLOTTED. 20. 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. 21. SUBJECT TO THAT RESERVATION OF EASEMENT FOR IRRIGATION DITCH AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KnnTAS COUNTY AUDITOR'S FILE NO. 31009. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. 22. 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. 23. 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 AND IS NOT WITHIN THE LIMITS OF THE PHASE 2 PLAT. 24. 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. 25. 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. 20061011009. EXCEPTION CANNOT BE PLOTTED. 26. 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. 27. SUBJECT TO ANY RIGHTS, INTERESTS, CLAIMS, EASEMENTS, RESTRICTIONS, NOTES AND DEDICATION AS DISCLOSED BY THE PLAT OF BLACK HORSE AT WHISKEY CREEK — PHASE 1 AS RECORDED UNDER AUDITOR'S FILE NO. 202112210020 IN BOOK 13 OF PLATS, PAGES 187 THROUGH 2O1. 28. SUBJECT TO THOSE COVENANTS, CONDITIONS AND RESTRICTIONS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER KITTITAS COUNTY AUDITOR'S FILE NO. 202112210021. EXCEPTION CANNOT BE PLOTTED. 29. NOT REPORTED HEREIN. DWG NAME: \\ESMS\ENGR\ESM—JOBS\410\028\005\PLOTS\FINAL\FP—P2-15.DWG