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Home My WebLink AboutLPF-21-00011 Black Horse at Whiskey Ph 1 Mylars - 2nd Submittal1 A PLAT COMMUNFIFY ¢;. y_ F THE NORTHEAST A:. ER OF SECTION T 11 8 ', V.M. KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 INxtL•U1111111D]29_. s �I 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 11, 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 WASHINGTOI INC., A WASHINGTON CORPORATION, IT'S MANAGER BY: —.901VL KEVIN CAPU7ZI PRLSIDEN I ACKNOWLEDGMENTS STATE OF WASHINGTON ) SS COUNTY OF KING 1 ON THIS_[jBDAY OF %I011/1610fr 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. FIRSTsSS MY WR TT NAND AND OFFICIAL SEAL THE DAY AND YEAR � L NOTAR' PU C IN AND R THE STATE OF WASHINGTON /O� RESIDING ATye �il 1I Or z OF DWG NAME: ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-01.DWG APPROVALS CERTIFICATE OF COUNTY PUBLIC WORKS DIRECTOR EXAMINED AND APPROVED THIS DAY OF A.D., 2021. KITTITAS COUNTY PUBLIC WORKS DIRECTOR 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 , A.D., 2021. 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., 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 DAY OF A.D., 2021. KITTITAS COUNTY HEALTH OFFICER CERTIFICATE OF COUNTY ASSESSOR I HEREBY CERTIFY THAT THE PLAT OF "BLACK HORSE AT WHISKEY CREEK - PHASE I" HAS BEEN EXAMINED BY ME AND I FIND THE PROPERTY TO BE IN ACCEPTABLE CONDITION FOR PLATTING. DATED THIS DAY OF A.D.. 2021. KITTITAS COUNTY ASSESSOR CERTIFICATE OF BOARD OF COUNTY COMMISSIONERS EXAMINED AND APPROVED THIS DAY OF A.D., 2021. BOARD OF COUNTY COMMISSIONERS KITTITAS COUNTY, WASHINGTON BY : ATTEST CHAIRMAN CLERK OF THE BOARD VICINITY MAP SCALE: 1 "=2000' SUBDIVISION LOCATOR NOT TO SCALE TOWNSHIP 18 NORTH RANGE 18 EAST BLACK HORSE AT WHISKEY CREEK - PHASE 1 `vv 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 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 DEDICATED AND CONVEYED TO KITTITAS COUNTY FOR STORM DRAINAGE 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. IN ADDITION TO THE EASEMENT GRANTED IN EASEMENT PROVISION 1, AN EASEMENT FOR STORM DRAINAGE PURPOSES IS HEREBY DEDICATED AND CONVEYED TO KITTITAS COUNTY UNDER AND UPON 1) THE ENTIRETY OF TRACTS A, B, C, D, G, H, I, J, K, L, N, 0 AND P; AND 2) UNDER AND UPON THE SOUTH 15 FEET OF THE EAST 45 FEET OF TRACT M ADJOINING BENDER ROAD; AND 3) UNDER AND UPON A 10 FOOT WIDE STRIP LOCATED WITHIN TRACT Z-9 AS DEPICTED HEREIN. THE STORM DRAINAGE FACILITIES LOCATED WITHIN SAID EASEMENTS ARE TO OWNED AND MAINTAINED BY THE BLACK HORSE AT WHISKEY CREEK HOME OWNERS ASSOCIATION. KITTITAS COUNTY SHALL HAVE THE RIGHT, BUT NOT THE RESPONSIBILITY, TO ACCESS, INSPECT AND MAINTAIN SAID STORM DRAINAGE FACILITIES CONTAINED WITHIN SAID EASEMENTS SHOULD THE BLACK HORSE AT WHISKEY CREEK HOME OWNERS ASSOCIATION FAIL TO DO S0, 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 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 IS HEREBY DEDICATED AND CONVEYED TO THE CITY OF ELLENSBURG AND KITTITAS COUNTY 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-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 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 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 1.367 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- 121 74,080 1.701 C 1 AUDITOR'S REFERENCE BLAK A � � 1'4 6 N i Y A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 °� , W4 �� LP—os-000� LPF-21 —0001 's KITTITAS COUNTY � WAS H I N GTO N FOUND IRON ROD WITH � "LS 18092" N 0.3' W 0.1.1 ' FOUND 3" BRASS CAP IN CONCRETE,-�\ ASSESSOR PARCEL NUMBER 431033 MAP NUMBER 18-18-27010-0002 N 89°1642 E 2628.08ESM '" ' WITH PUNCH MARK, DOWN 0.9', _ �( ) — STAMPED: 26°28'2 2 0 2628.40'(R2) �00 R7�� (R1)=(ESM) _1,314.04'- - tS22 N 89° 1 6'42" E � ` �-N 89`16'42" E 1314.04' X22 23 22�1274.04' (ESM) 1274.23 (R1) 7 _ BOWERS ROAD35.00' (ESM) 27 � 27 26 02 35.00' (R3) 1367.37 (R3) 1367.15' (ESM MON. TO MON.) N 0` W _80..00'' (ESM) HELD FOR NORTH QUARTER CORNER / SECTION 27 AND CENTERLINE OF TRACT A N 89'16'42" E 1244.76' (ESM) TRACT H 80.00 (R1) REECER CREEK ROAD /TRACT Z-1 244.61 (R1) PARCEL 1 AND DID NOT (NOVEMBER 2012) N 26'30'53" E SURREY #570477 FIND I" IRON RONORPIPE. CALCULATED ( ) ,SUP-�-�-•- WRA.. B20/PG28 POSITION FOR SECTION CORNER FOUND 2" BRASS CAP IN CONCRETE, DOWN 1.2 — 67.47' ESM 67.30(R1 IN CASE. CAP NOT PUNCHED, USED CENTER OF z CAP. (FOUND NOVEMBER 2012) C11 S 0.7' E 0.0' OF CALCULATED CENTERLINE AT 35 J O FEET SOUTH OF THE NORTH LINE OF THE NE 0 o 1/4. (NOVEMBER 201 2) w w U 0 POINT 140' FROM THE NORTH LINE OF THE NE m n 1/4 AS MEASURED ALONG THE EASTERLY MARGIN OF REECER CREEK ROAD (R1)=(ESM) 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) ga �Fz2i 40' ---� N 35'44'09" W 17.10' (ESM) 2125.25' S. OF NORTH LINE OF NE 1/4 FOUND 3" BRASS CAP IN CONCRETE — MONUMENT STAMPED: "KITTITAS COUNTY PUBLIC WORKS 42+66.29", WITH PUNCH, DOWN 0.9', IN CASE. (NOVEMBER 2012) N 0.1' W 1.1' CENTERLINE OF RIGHT OF WAY - TO INTERSECTION: N 00°33'30" W 247.57' (ESM) 247.89' (R4) SEE SHEET 4 FOR ADDITIONAL - INFORMATION RELATED TO THE BOUNDARY N 00°15'11' W 2637.86' (FOUND SOUTH 1/4 CORNER TO FOUND CENTER OF SECTION) D � 1 D 4 0 141 D 140 139 138 137 136 SHEET 9 OF 15 r (TRACT TRACT Z-2 SHEET 8 OF 15 Fqf SHEET 7 OF 15 0 / .. TRACT Z-7 TRACT G a- 237 o° -� 238 239 O - 240 J241 242 243 TRACT G 244 245 246 29TH AVENUE I TRACT D J 0... -_+ . .0000 A TRAIT D TRACT Z-7 TRACT Z-6 TRACT J SHEET 10 OF 15 TRACT Z-4 1 TRACT Z-5 TRACT Q) ��z PER (R2) 77 . FOUND 3/4" REBAR AND 2" ALUMINUV D FOUND REBAR AND CAP CAP STAMPED: "HUIBREGTSE LOUMAN 2 "LS 18092 NELSON" ASSOC. LS 33132", DOWN 0.5', IN ® ON LINE CASE zN r N 410 77 - cn ar 255 A SHEET 11 OF 15 O N NORTH LINE OF THE NE 1/4 SHEET 6 OF 15 z m(A 279 294 520/PG28 41 OWNER OF PARCELS 1 AND 2. 253 f0 280 293 H z n1090 0 281 292 q j ELLENSBURG, WA 98926 J 0... -_+ . .0000 A TRAIT D TRACT Z-7 TRACT Z-6 TRACT J SHEET 10 OF 15 TRACT Z-4 1 TRACT Z-5 TRACT r Q) ��z PER (R2) n . FOUND 3/4" REBAR AND 2" ALUMINUV 256 z FOUND REBAR AND CAP CAP STAMPED: "HUIBREGTSE LOUMAN 2 "LS 18092 NELSON" ASSOC. LS 33132", DOWN 0.5', IN ® ON LINE CASE (NOVEMBER 2012) -E 2021-11-18 TB NO. 410 77 - S 0.4' OF LINE 35' SOUTH OF THE 255 A SHEET 11 OF 15 PARCEL 2 NORTH LINE OF THE NE 1/4 SURVEY #570477 254 z 279 294 520/PG28 OWNER OF PARCELS 1 AND 2. 253 f0 280 293 H BRADLEY CAMPBELL n1090 W BOWERS ROAD 281 292 q j ELLENSBURG, WA 98926 N 251 a 282 291 0) FOUND REBAR AND CAP 1� SCALE. 1 200' 250 283 290 "LS 18092 NELSON" 3,, ° z r E 0.2' OF LINE , 284 289 M r Q) ��z 344 `9>> n . I CD 256 z 277 296 345 o (A o 2 o w A co ® co I Project Management I HOZ -E 2021-11-18 TB NO. 410 77 - 255 A SHEET 11 OF 15 346 254 z 279 294 347 il 253 f0 280 293 348 252 00 281 292 349 1, 251 a 282 291 350NONE 1� SCALE. 1 200' 250 283 290 y 3,, z r 249 284 289 M o r 0 248 285 288 m� 3° Z 200' 100' 0 200' 400' 247 286 287 354 c SHEET 12 OF 15 Zoe1 L :':GES D � N O Z rz n `z vo (])FOUND MONUMENT AS NOTED mom n co OO FOUND CORNER AS NOTED M NO�� Z M) n M Q)A DELTA Is R RADIUS -4 CIO D n N TRACT Z-9 SH1EET 13 OF 15 I P i " 776- 0000, IQ z rn O TRACT E 0 oP o coo TRACT F O D 30' cmn SHEET 5 OF 15 �I� �r, c o SHEET 14 OF 15 D 0 30' N 00'12'01" W R0U Im G\EP SCS O��1 134.97'(ESM) Oq VO J" NIRp�NE Ne N 00'36'08" W 34.88'(ESM) TRACT P TRACT N — - TR. 0 a i TRACT Z-11 TRACT L 27 FOUND RAILROAD -----+► SPIKE WITH "X" 34 (JANUARY 2006) 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. 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 n Q) ��z n `9>> N . I CD �J w o (A o C o w A co ® co I Project Management I HOZ 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 TRACT M U�u 33400 8th Avenue S. `9>> I . I CD �J w o (A o C o w A co Land Planning Public Works I Project Management I BENDER ROAD CURVE TANGENT AT THIS POINT 1326.71' 1326.71' N 89°59'48' W 2653.42' (FOUND CENTER OF SECTION TO FOUND EAST 1/4 CORNER) A= 89 °23' 40" R=48.20' 2653.38' (R2) 1=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 j 22 23SEE ABOVE FOR DESCRIPTION 27 26 FOUND RAILROAD SPIKE 27�26(NOVEMBER 2012) 27.26 CENTERLINE INTERSECTION IS r1:_'%E�ORDING CERTIFICATE N 89°59'48' W 11.01' (ESM) FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, 11.00' (R3) THIS DAY OF A.D., 2021, Al 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 U�u 33400 8th Avenue S. I I I I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 LYNNWOOD (425) 297-9900 www.esmcivii.com Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture -E 2021-11-18 TB NO. 410 77 - T.I HEET 4 0F 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 NOTES 1. ALL OF BLACK HORSE AT WHISKEY CREEK IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS RECORDED UNDER AUDITOR'S FILE N0. ---------------------, 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 "LS 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 LPF-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. NORTON 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 CEFINED BY PHYSICAL MONUMENTS, SUCH BOUNDARIES ARE SHOWN ON THE M ZACHARY T. LEN ON. CERTIFICATE N0.114492 OFESSIONAL LAND SURVEYOR 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 NING THE ABOVE CERTIFICATE, THAT HE HAS EXAMINE/T ESE P ANS AND SURVEY MAP, AND BELIEVES THE CERTIFIC T TO BETA TRUE STATEMENT. ZACHARY T. ENN PROFESSIONf LA vSURVEYOR CERTIFICATE UO. 44925 SCRIBED AND SWORN TO BEFORE ME ON THIS -$leV CAFWb*Gr . 2021. (SIGNATURE OF NOTARY) w Ko4. V%& Nom. K4,0 "nm- T (LEGIBLY PRINT OR STAMP NAME OF NOTARY) V 7 DAY OF NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY APPOINTMENT EXPIRES NOTES CONTINUED p►RI "04,4lIf// a# `SSION A�j� r Q, Ole, •li 195163 i ; o C., = j V-\.= 2 x'111 Kofi WASE\' IIs 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. AUDITOR'S REFERENCE A PORTION OF THE NORTHEAST QUAR"'I'ER OF SECTION 27, T 18 t'-4& R18 W.M KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 SCALE: 1 " = 50' �� SEE SHEET OF 15 R Tn T q ` � `��y 9 �1 APPROXIMATE NORTHWESTERLY LIM TS / / �/ / V \ ��OF 100 YEAR FLOOD PLAIN 15 , r 50' 25' 0 50' 100' �� ' �z. \ r EASEMENT LINE TABLECT O %FRA LINE DELTA BEARING 0 DISTANCE E1 N 32°55'20" W 10.99 E2 N 20°34'17" W 30.73 E3 N 1646'25 W 25.50 E4 N 1 1'40'0 1 " 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 E13 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 E 1 8 N 22'49'12 " W 29.65 E19 N 21°19'44" 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 ') \-�. \ Z-9 � TRI CT F 00 \V-) C.13 ° o W \ � w 10 Lid 0) T I LL. BLACK i HORSE BOULEVARD 1 O 0 o o N 00°00'12" E(R) 403.90' 1 TRACT D 153.90' �- 0 Qf 250.00' o 123.90' 3❑ 10 AAAA i w o o o Uj � I C46 53.51' 51.23' 10' /A=99°35'38" 0 w <N 4g°3 N 12° R=25.00' A=82°22'38" LP W-- 06- - wr 2 LPF-21 - 0001 1 N LO QO w z Li J z_m Li J F-0} z < U II zo 0 w a 30.00 n o w�= 0 Qww woo L=43.46 9 42„ E, U4,27" E (R) LLJ/Np R DELTA RADIUS 0 C3 Z� C45 195 30 35.94°° 25' 25' 25.00 10' �� / C42 57°28'21 48.25 48.40 .RACT Z-7 24'26'15 'o 20.58 Q l 415.00 / � � C45 33°56'40" �/ 1 AAAA 1 5 6 �� „^�- 0 17.60 a 0o 0 w z w TRACT P ��\ OQ w a , aao�oaA oo� /�z cq �, Q z / TRACT E N I" I 1° z \ �D� / a 10 AAA / o<z°o 000U) - .. <W�S In m a o 1C1' QoM EASEMENT. ACTUAL LOCATION IS 5' ON00 � m z EACH SIDE OF THE CENTERLINE OF THE X 0 J LINES AS INSTALLED - SEE DETAIL "C" ON z SHEET 15 rn o z ( I 11-1 Q_j� o=g9q7am v O TRACT P DELTA RADIUS LENGTH C3 90°00'00" 25.00 10' �� / C42 57°28'21 48.25 48.40 .RACT Z-7 24'26'15 'o 20.58 Q 2°28'37" 415.00 / � � C45 33°56'40" O 1 AAAA 1 5 6 �� „^�- � 17.60 TRACT 0 0o 0 w z w TRACT P ��\ OQ w a , aao�oaA oo� cq �, z ��ti��%�\ I 0 z \ 10 w Z 00 / w 0. �� X�9'/ S, m c A4 APPROXIMATE LOCATION OF 10' POWER 1C1' EASEMENT. ACTUAL LOCATION IS 5' ON00 EACH SIDE OF THE CENTERLINE OF THE LINES AS INSTALLED - SEE DETAIL "C" ON z SHEET 15 rn o z ( I 11-1 � 0 z CURVE TABLE T / N o0°00LO '12" E Q � 2 00' ` 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 LL (1) o w N 00'00'12" E 60.00' DO _ o 0 z (00 7DS : o °° TRACT 0 0o 0 w z w TRACT P ��\ OQ w a , aao�oaA oo� �, 0 ��ti��%�\ I � o w 10 w Z 00 / z w1 z w w° ��, U z w, vd \ N 00°00' 12" E 60.00' m A APPROXIMATE LOCATION OF 10' POWER �S. ,N 30' z Lo -EASEMENT. ACTUAL LOCATION IS 5' ON \ \ / (D w EACH SIDE OF THE CENTERLINE OF THE / M TRACT Q LINES AS INSTALLED - SEE DETAIL "C" ON \ \ SHEET 15 �, \ s >10' \ �0\Ln Lo 11 26' 09„ W \\\ c' 06 1a I N N N 00° 18'35" W 121.21 ' 6BgC) a 1 F s� il- w j 4, E�9 o. F� o 00 'zt- z N 14 3i �� E24 N 02 51 39" E 82.30' E23 E22 E21 13 E15 �/ �� co 00 w X25 X12 � o z z LEGEND I X26 TRACT L = N 00°02'31° E 226.87' 11 \ !LOj� ROW = N 00°02'31 " E 251.96' B10�/ �v POWER EASEMENT = ESM WILL SET SURFACE BRASS CAP STAMPED: E6 E7 E8 E9_�- SEE DETAIL "A" ON "L.S. 44925" UPON COMPLETION OF CONSTRUCTION = F2 E5 N 00'36 08 W �� SHEET 14 0 = FOUND MONUMENT AS NOTED �� 2 E3 �4 TRACT L ❑5 AAAAA 34'88' G� O FOUND MONUMENT �. 1 2 3 4 6 7 3 D�, • =PROPERTY CORNER SET - SEE NOTE 2 ON N 62.1 7' E ��'� 1 h4 7, ' "� p , o SEE SHEET 3 �' O FOR DESCRIPTION SHEET 3 OF 15 �� _ 51.32' _ F _ 184.83' N 00°33'30" W 169.97' - qj°)�Q�' e = DELTA N 00'02'31 " E 266.04' N 00' 12'01 " W 134.97' R = RADIUS N 00'15'12" W 2638.48' FROM FOUND CENTER OF SECTION TO FOUND N 1/4 L = ARC LENGTH - 1051.09' _ 27 (R) = RADIAL BEARING N 0(0'0-2'31" E 2390.89' CENTERLINE OF <> = RADIAL BEARING AT LOT CORNER o RIGHT OF WAY TO FOUND N 1/4 o N 00°33'30" W 247.57' oNORTH-SOUTH (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 REECER CREEK ROAD FOUND MONUMENT A=89°26'18" CENTERLINE OF R=48.25' SECTION = N 0.1' W 1.0' F]= INDICATES NOTE NUMBER ON SHEET 3 OF 15 FROM CALCULATED L=75.32' N 00'15'12" W ADDITIONAL RIGHT OF WAY CENTERLINE OF RIGHT OF WAY 5276.33' FROM POSITION PERR4 X = INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 LDEDICATED TO THE PUBLIC (R4) AND FOUND S 1/4 TO CALCULATED PERR4 UPON THE RECORDING OF (R4) FOUND N 1/4 INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 THIS PLAT FOUND N 1/4 AND S 1 /4 Al = PUBLIC UTILITY EASEMENT CORNERS A2 = STORM DRAINAGE EASEMENT DWG NAME: vvESM8vENGR ESM -JOBSv410v028v005vPLOTSvFINALvFP-P1-05.DWC A3 WATER EASEMENT A4 = POWER (GAS AND ELECTRIC) EASEMENT.�.�,,,��,�.�.�..��,�._,�..,..�...��..�..,.�.� 3 �➢�� A= IRRIGATION EASEMENT T RECORDING CERTIFICATE CONSULTING EN `9 I N E E R S L LC A6 = INGRESS, EGRESS A A L 33400 8th Avenue S. I I I AND STORM DRAINAGE �� FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, °'' 40 THIS DAY OF A.D., 2021, AT MINUTES PAST Suite 205 MAINTENANCE EASEMENT O'CLOCK M., AND RECORDED IN VOLUME OF PLATS, ON Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 A = SANITARY SEWERa LYNNWOOD (425) 297-9900 •a ,, c PAGES RECORDS OF KITTITAS COUNTY, WASHINGTON. WWW esmCivil com EASEMENT A 00 r, A KITTITAS COUNTY AUDITOR AUDITOR'S REFERENCE: BY : DEPUTY COUNTY AUDITOR Civil Engineering I Land Surveying Land Planning Public Works Project Management Landscape Architecture DATE 2021 -1 1 -1 0S NC_ 05 DRAWN BY: B.S./P.T/J.K./, � ,,- - .,. DEET BLACK HORSE AT WHISKEY CREEK -PHASE 1 A PORTION OF A/ 7� 2.4g• 67.3 7, N 12 59'53„ E A PLAT COMMUNITY THE NORTHEAST QUARTER OF SECTION 27, T 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' 61.13' N 02°41 ' 10" E N 02° 15'37" W TRACT D 01 G AAAA N 4°47'46" W 58.09' 57.7 6' 43.83' N 0°40'57" W „ W 45 X514„ W N 756'46" W � 15 46 38 N 12° 01 1 6 26 S TRACT Z-8 N 22°2 , N 1g AAAA 9g N 3°32'43" E 56.26' 72 .46' N 07-11'59" W 56.26' 18 N, R 18 E, W.M. 47.00' N 05"09'37" E N 1`L`06 02 02 R 675.00' L=390.35' p 33°08' 34 47" 168°07'16" 650.00 L=439.17' _ 10' R=165.00' ANE -��- 4=162°22'33" L 4g1 61 8 85 - - SAWHIDE L 4-210°44'10" R=1g0'00 p 232002 s p-38°42'43" R=625.00 L=422.28- A-105°21'37" L=3kn 49.39 R 3 �� 02 �� / ' ` °38_47" R=215.00' 33i / 2 / p x,122 18 3` 2° 02 � p=2 325 00, 9 9132 36 LEGEND TRACT Z-7 EIAAA i �p.40°°50'2 R-425.00' L=302.93' LO T LL O LIDI- W W rrr VJ W !!W vJ /50'21 R--400.00' L=285.11_ 4=93°17'22" R=415.00' L=675.71' 4 -_ - 1 cs UNpUP DRIVE RO / 25 p-375 00' -40` 1" R=375.00 L=267.29 4 7OS°21'3 R 440.00' L=809.11 r 2 10 p 9 00 �4=30°33'41" R-465.00' L=248.03' :)!30 / Z TRACT B a 1 0 AAAA D zl W � 1 QI o - E- N 00'02'31 " E 1999.26' ml N N 00°02'31' E 1051.09' N 00°02'31 " E 2390.89' CENTERLINE OF RIGHT OF WAY = ESM WILL SET SURFACE BRASS CAP STAMPED: L.S. 44925" UPON COMPLETION OF CONSTRUCTION A=0124'53 R=465.00' L=1 1.48' TRACT B = N 00°02'31 " E 537.60 REECER CREEK ROAD CENTERLINE OF RIGHT OF WAY CALCULATED PER (R4) AND FOUND N 1/4 AND S 1/4 CORNERS = FOUND MONUMENT AS NOTED • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 ;00 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 A= INGRESS, EGRESS A2 = STORM DRAINAGE EASEMENT AND STORM DRAINAGE MAINTENANCE EASEMENT A- WATER EASEMENT A- POWER (GAS AND ELECTRIC) EASEMENT A5 = IRRIGATION EASEMENT DWG NAME: \\ESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-06.DWG // 4 10' N 00`00'44" E 186.04' 0 N 89°57'29" W 10.00' TRACT Q EIAAA ADDITIONAL RIGHT OF WAY DEDICATED TO THE PUBLIC UPON THE RECORDING OF THIS PLAT TRACT Q = N 00°02'31 " E 164.83 LP -06-00022 LIP F-21 - 0001 1 � O �zw_ 00_� oLnwJ Www O O J zF-�w O U ' ��w O-1 W LiW W J �Q`1I- X O Z_ �zocn`n w a w n Q Qwzww _I a< v W W J U) LLJ w z O LJ w G, �oCL 28 zo w N 201°�1 Q 1 169 ?4 0 u D0-1 Ozu �P9 02 �� N TRACT L 87.25' N 35'44'09" W 17.10' -I CD NORTH -SOUTH CENTERLINE OF SECTION = N 00° 1 5'12" W 5276.33' FROM FOUND S 1/4 TO FOUND N 1/4 N 00°02'31 " E 266.04'_ , 0 LO LL O 00 F- W W //_ vJ 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 > ', 01 O 61 co TRACT IS 010 000A0 �i Cp°°, 4 39° 1 g 0 6S0 00 �4 N X46 04 N OQ�j R=275.00' R, 4 2,3 04 3 0.00' L =120.78' Q24 00 00 �� S' 4= g°28'70" \168 66' 9' 7 L=61 98— A R L_ �� • ,°vN Z5 98 \�c ov 70, %0', , » DRIVE R 00 0-- 18 N, R 18 E, W.M. TRACT D O 10 AAAA S�D.UU N I I / 5b vv_'� „ W N 0°00'52" W 38.22N 01 TRACT Z-8 'il0AAA A N R 300.00 12218 G y 103.96' i 105.91' N 00°00'52" W , 209.87' -" p=23 20 �r Ln RAVWN�aE N 50.92' 10' 0_23_20)_02" 1 2 38 R� L=175.72' N 00°00'52" W 4,S 68 25.00' L\ 1252 3g CURVE N RADIUS LENGTH Cl 01, 4=S°7 , L= 38.48_ 5 ' 25.00 39.29 C2 89'56'37" 25.00 3S" — 42 o p=5°11'74„ L=38.65' C6 27.12' 34.00' 19.82' 1 ° 13'26" 425.00 9.08 C17 1°48'50" 625.00 ° 141 C18 137- 136 15.33 �� coo v � 0 0 0 0 22.00 z X 140 n � r, 29°59'08" 38.00 19.89 C22 N 46,40, N 14°,4, z 139 �co �0 138 00 Ln co Lo cc00 00 co r , 4 z 46.16'z 00 z N 00°00' 5" W F 4g 80, N 3'48'53`E 38.02' 34.00' — — — — — — -- N 9 00'49" E TRACT A O 10 AAAA 1 2 5 6 46.37, N 00°09'39" E 1 � I —-------- % 1145.27' — ----�� 10' N 00°02'31 " E 1999.26' 22 � 2 � 7 1304.05' — N 00'02'31 " E 1339.80' CENTERLINE OF RIGHT OF WAY N 00°02'31" E 2390.89' LEGEND CALCULATED PER (R4) AND FOUND CENTERLINE OF RIGHT OF WAY N N 00Q0 W� 00 0 30' 0') 30' 0 00 z 55.02' 54.98 TRACT Z-7 0AAA LP -06-00022 LPF-21 -00011 CURVE TABLE CURVE DELTA RADIUS LENGTH Cl 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 rs' X00.0 83.28' — — O,— — A_25°2T40 (R4) = SEE DESCRIPTION OF REFERENCED DOCUMENT ON SHEET 4 OF 15 Rov�0- �- 138.28' cw R=40� 1�1 �5 — 7 41) Di 26� 29 = INDICATES EASEMENT PROVISION NUMBER ON g6 \_,188 A= PUBLIC UTILITY EASEMENT A= SANITARY SEWER EASEMENT =25°27'40" = MAILBOX EASEMENT 83.28' 10' Q4 = POWER (GAS AND ELECTRIC) EASEMENT ----� A5 = IRRIGATION EASEMENT 1 A A = INGRESS, EGRESS 0� �I AND STORM DRAINAGE OfOfOf 0 TRACT B W o F31 100000 wOf z Lio — — — — — — -- 10 537.60' oz� 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 N 1/4 AND S 1/4 CORNERS ry = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION = FOUND MONUMENT AS NOTED f -IN Ad • = PROPERTY CORNER SET - SEE NOTE 2 ON SHEET 3 OF 15 A = 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 a= 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 Q4 = POWER (GAS AND ELECTRIC) EASEMENT A5 = IRRIGATION EASEMENT A = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-07.DWG BLACK HORSE ATVVHlSK(cL7_-YCRFEK -PF-IASE -11 A PLAT COMMUNITY A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 Fs W.M. K ITTITAS COUNTY, WAS H I N GTO N ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 TRACT Z-4 2 SEE SHEET 11 OF 15 256 255 TRACT G 1 o AAAAA N 4°05'32" W 57.41' 2 254 53 44. 78 7.5,2'23" W R_ 650.00' L=446 0= - - 32 N 2°43'56" E N 44.85' o 3` 33.48' 31' 24 W 1 N 5°21'41" o w 0 F N 50 90 238 � N o -Do 425.00 w Ln C 1 6 0 r- 0o L( -)N C23 TRACT Z-3 o �� ` mooco 0 00 z � z co�� z00 _77N L=3 oAAA z v 00 1 L=48.15' - z C23 A=4°05'13"=3°18'39" _ iL_167.11' _Lfz4g.o1' Z 4�9 � R=675.00' p_14°1107„ 4=4°09'37" X9.00' 1 4.3 2 254 53 LP __ w LPF-2 �. N 1'36'27" E 44.78' R_ 650.00' L=446 0= - - 10' 3°04'26" 425.00 N LONGHORN LOOP A 56.75' N 5°21'41" E _ E N 12°49'56» S 56.26' E w -237 238 4 8' N o -Do 425.00 239 C 1 6 0 r- 0o 240 C23 �� 00 o �� ` mooco 0 241 00 z � z co�� o _77N L=3 z N �o O 000' 0 0\321 L=48.15' L=39.00' Z � 242 C23 A=4°05'13"=3°18'39" o _Lfz4g.o1' Z R=675.00' 4=4°09'37" X9.00' 1 4.3 o � co 01 >8 LP __ w LPF-2 �. N 15°29'1 45.54, E N 7°00'54" E N 11. 39.03' 04'55 " E 39.03' TRACT Z-1 w 00 z 00 z 145 144 z `�� 1 ❑AAA 10`21'52 z z 143 `� CURVE TABLE 9 1 5 6 N 32.92' 32.6 Z w) o W N 3° 29' 23" W 9 32 4g 142 N 114 7546 CO 32„ W 37.24' N = N 2°08'11 W N 15`0313 N20°14 23°46 141 45.54' 35. N 6°52'54" W 3598' N 2°36'32" E 45.54 45.54' N 7°27'18" E N 13`47'55" E 32.20' A TRACT A 0 1 o AAAA 1 10' 1145.27' - 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 1" RIGHT OF WAY CALCULATED PER (R4) AND FOUND N /4 AND S 1/4 CORNERS LEGEND y = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 35142" 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 N 00'02'31 " E 1999.26' SCALE: 1 50' • •• A= PUBLIC UTILITY EASEMENT �6 = INGRESS, EGRESS AND STORM A2 =PUBLIC STORM DRAINAGE EASEMENT DRAINAGE MAINTENANCE EASEMENT A5 =IRRIGATION EASEMENT A = MAIL BOX EASEMENT DWG NAME: \\ESM8\FNGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-08.DWG w D w 1Q E-' 0) N CURVE Vim, 3g R=165.00' _-- R_ 650.00' L=446 0= - - 10' 3°04'26" 425.00 L=269.63' �,_ R=165.00' LONGHORN LOOP 1 *42'15" 375.00 1 1 .15 R g3, --1-g- 00 L=699. 3°03'22" C"16 4=5°33'25„ 8-625 20.00 C15 2°41'49" 425.00 L_155.26' - _- C 1 6 00' 4=5°70' L=60.62' - 46" w�„ 625.00 20.00 C23 1 °41 '51 " 675.00 20.00 n L=56.50' �_ -, _77N L=3 n 216 ' 000' 0 0\321 „ o 00R215.00' __1�. o � co 01 >8 C� o CD N o �� N o co o 0 W co n z O z Z 21J w r v w z o v o N 2°3834" -" --$ E N 7°56'59" 212 TRACT Z-2 co N E 4 6g >` 49.30 -- _ w oAAA z ,3 � 198 47.44' ' 2 49 8 E 31 S 10 Lli w w w I1 j° 199 200 21'39,. ,� U) TRACT K n o N o 41 66, F 0 10 AAAA Cc �N 0201Li co o) oo m o o S S w z z v- 0 z z � ` ry o �^ �/ ) 00 ' _ v L=102.38z v z 0 202 2_ L=38.0L=38.42' 13 g0 C15 A-5°07'31" 4=5°10" L=3,373, R=425.00' 46 4=4°3 57» C 203 4,4°3257, - -- 4=104°45'01" R=415.00' L=758.72 L=41'25'09" _ �- R=400.00' �8g 7 6' 1 n 4=56'42'51" R=440.00' L=435.53' - f o - - p.16°57'48" C13 4=6'48'45» R®U UP Rev L_111.02' L=44.59' 4_6°27'41» R,3>S n o n L=42.2 4, 60' 1 0 11" \ _ 4=50°51'27" R=465.00' L=412.Tr=' - --- i /� 3 w 9'3 C�2S 18 R o � 420 C7 \42600 R 40 C\175 7 000' 2 - N � o o ri 0 1 0� N d o 10 00 cn o ^ 10' V -t �0 N � N 15°29'1 45.54, E N 7°00'54" E N 11. 39.03' 04'55 " E 39.03' TRACT Z-1 w 00 z 00 z 145 144 z `�� 1 ❑AAA 10`21'52 z z 143 `� CURVE TABLE 9 1 5 6 N 32.92' 32.6 Z w) o W N 3° 29' 23" W 9 32 4g 142 N 114 7546 CO 32„ W 37.24' N = N 2°08'11 W N 15`0313 N20°14 23°46 141 45.54' 35. N 6°52'54" W 3598' N 2°36'32" E 45.54 45.54' N 7°27'18" E N 13`47'55" E 32.20' A TRACT A 0 1 o AAAA 1 10' 1145.27' - 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 1" RIGHT OF WAY CALCULATED PER (R4) AND FOUND N /4 AND S 1/4 CORNERS LEGEND y = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 35142" 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 N 00'02'31 " E 1999.26' SCALE: 1 50' • •• A= PUBLIC UTILITY EASEMENT �6 = INGRESS, EGRESS AND STORM A2 =PUBLIC STORM DRAINAGE EASEMENT DRAINAGE MAINTENANCE EASEMENT A5 =IRRIGATION EASEMENT A = MAIL BOX EASEMENT DWG NAME: \\ESM8\FNGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-08.DWG w D w 1Q E-' 0) N 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 1 6 1 °50'01 " 625.00 20.00 C23 1 °41 '51 " 675.00 20.00 BLACK HORSE AT WHISKEY CREEK -PHASE 1 1 AUDITOR'S REFERENCE SEE SHEET 3 OF 15 FOR A PLAT COMMUNITY L— MONUMENT DESCRIPTION A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 18 E, W.M. /N N KITTITAS COUNTY, WASHINGTON WRAASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 CovRT R o SEE SHEET 10 OF 15 n 10' 2 25' o �r 25' N ,r> UJm 0 TRACT Z-6 �> 2Si NCD , TRACT Z-4 N N \ zE TRACT Z-5 oSD 1 0 10' L_1 0 o N ROUNDUP N 44.43' _ 116.76'— TRACT J TRACT G z r w N 00 44'1 2"W(R) 161.19' I 6 l N 0° 16' 15" W 200.09' O N \ o N DRIVE 1 �<N 1°30'49" W> <N 1°30'49" <N 2°40'12" W> p z 100 00 �J LO LO N W DRi Q� 11 44_33' I a N 12 3g 11 0 LL 00 00 z i 0 A=84°08'36" 25' '\ o O O Li z w 0 w z Of 0 Z 0 Z w w OOww oL= w � zwz =ZM0 =LLJJa �w�D 003�:0� Q wowmw Tz��z wom - w mL- Z Q� 0 0 L5 a- ,0 w w z I-- ') , 0 w z LLJmzL' zw0 'C) n cn 0m= Q waF �z�om w z 0 Qw�z O=zmOw m~_ C/) =w� Li mz >o w 0z=00 z =o�w= z� w J �wQ Ld Ld z w w�zL'Jz0 z CL 2z�>� �w�� w=O=O a�_z� VARIES VARIES o, R-25.00 25 'A 00 TRACT Z-3 ' L=36.71 ' � 2 7 00 w A=36°51'18" aaoa u R=25.00' 10 1 \ o\ J N L=1 6.08' 10' \ o �O o0. \ L1.1 0 � L6 00O a \ W 0 o \ s < 977 z II o V �� s,� VJ LLJ W w \\ �� Q o 1 \ TRACT Z-2 \ ° g53 (n i� 0 a ILo o � MAAA w CP. 3 v L 1 Ln r ro A 22/27 80' 0 N Z )Q I � I 2630�> — — 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 � 1304.05' N 00°02'31" E 1339 80' REECER CREEK ROAD 6° �� OV A=84°08'36" I R=25.00' L=36.71' O A=51`19'04" R, R=25.00' 46S Q0, N L=22.39' TRACT Z-1=412_, s' \� oAAA / L=271.31' moi / 0) 139.26' o� N N 39 0 '3y„ F 45_5 41 j„ 3 0� N 11-04,55" 39.03' E TRACT A N -3.6,3, ,5.64� 10 AAAA 1 S°42'26„ E N 1 T 42, 36„ W 1 2 5 6 1 —------------------- -- 10' 1145.27' SEE SHEET 3 OF 15 FOR MONUMENT DESCRIPTION Z) Z \W Q i— N N 00°02'31 " E 2390.89' CENTERLINE OF RIGHT OF WAY CENTERLINE OF RIGHT OF W0AY R ECO R D I N G CERTIFICATE LEGEND J� = 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: 1 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 ❑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 A2 = PUBLIC STORM DRAINAGE EASEMENT A -IRRIGATION EASEMENT A6 =INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-09.DWG LP -06-00022 LPF-21 —00011 CALCULATED PER (R4) AND FOUND N 1/4 AND S 1/4 FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, CORNERS 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: BY : DEPUTY COUNTY AUDITOR WEI 7—MM CONSULTING ENGINEERS LLC 33400 8th Avenue S. �- CP, TRACT Z-1 O Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 oAAA LYNNWOOD (425) 297-9900 www.esmcivil.com Z Civil Engineering Land Surveying Land Planning Public Works ( Project Management I Landscape Architecture DATE : 2021-11-18 JOB NO. 0 DRAWN BY: B.S./P.T/J.K./C.F./R.G. SHEET 9 OF 15 - ' w A Q9 \ O ('0 G v I \ O \ o� co S- v z 0 r o 0 0) 00 It I Ln NQ) L� A=84°08'36" R=25.00' vG0 z L=36.71 ' 9' A=51°104 R=25.00' 1 1 L=22.39' A, F� L 1 Ln r ro A 22/27 80' 0 N Z )Q I � I 2630�> — — 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 � 1304.05' N 00°02'31" E 1339 80' REECER CREEK ROAD 6° �� OV A=84°08'36" I R=25.00' L=36.71' O A=51`19'04" R, R=25.00' 46S Q0, N L=22.39' TRACT Z-1=412_, s' \� oAAA / L=271.31' moi / 0) 139.26' o� N N 39 0 '3y„ F 45_5 41 j„ 3 0� N 11-04,55" 39.03' E TRACT A N -3.6,3, ,5.64� 10 AAAA 1 S°42'26„ E N 1 T 42, 36„ W 1 2 5 6 1 —------------------- -- 10' 1145.27' SEE SHEET 3 OF 15 FOR MONUMENT DESCRIPTION Z) Z \W Q i— N N 00°02'31 " E 2390.89' CENTERLINE OF RIGHT OF WAY CENTERLINE OF RIGHT OF W0AY R ECO R D I N G CERTIFICATE LEGEND J� = 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: 1 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 ❑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 A2 = PUBLIC STORM DRAINAGE EASEMENT A -IRRIGATION EASEMENT A6 =INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-09.DWG LP -06-00022 LPF-21 —00011 CALCULATED PER (R4) AND FOUND N 1/4 AND S 1/4 FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, CORNERS 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: BY : DEPUTY COUNTY AUDITOR WEI 7—MM 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 ( Project Management I Landscape Architecture DATE : 2021-11-18 JOB NO. 410-028-012-0105 DRAWN BY: B.S./P.T/J.K./C.F./R.G. SHEET 9 OF 15 / d- � o a N 0 00 N N cn 0 C6 N N w I 00 z BLACK HORSE AT WHISKEY CREEK -PHASE 1 SEEEET 3 OF 15 FOR A PLAT COMMUNITY MONUMENT DESCRIPTION A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, 35.40' 1 44.60' m w c� � I co z Lu N co �J K ITTITAS COUNTY, WAS H I N GTO N PARCEL ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 PARCEL 2 SURVEY J570477 FOUND REBAR SURVEY J570477 6201PG28 ' AND CAP B201PG28 "LS 18092" N 00'31'39" W 2545.19' n I 11 „ N 7°22 00" E 7 6 80.05' 1�p 00>> / L=271.37, s TRACT H o10AAAA Q, 1220.84' R 18 E, W.M. OWNER OF PARCELS 1 AND 2. BRADLEY CAMPBELL 1090 W. BOWERS ROAD ELLENSBURG, WA 98926 LP -06-00022 LPF-21 —00011 EAST LINE OF THE W 1/2 OF THE NE 1/4 " W 47.39 N 5°05'41 ' 47.39' N 9°54'05' W TRACT Z-6 0777A= 5 1 7774=51°19'04 _ - - R=25.00' L=22.39' � 01, 4=84°08'36„ -R=25.00' � L=36.71' ��06 ,.-- I A=51'19'04"R=25.00' 5.00' 7° �s L=22.39' TRACT H ',sss3 o SR4=25 00' L=36.71' z d 1v 00 ocn � -Q), / o =PUBLIC UTILITY EASEMENT A Q J 41) TRACT nw o o�mz = STORM DRAINAGE EASEMENT fl � x O z R=25.00' AA AAA D W 0 0 w W / w O m w < O clw� cn A3 _ wn / z w ~ VARIES VARIES Q wo I <N 0°54' 10" E> =w=)0 / gizmo MAINTENANCE EASEMENT O F-� 0�w a b /�%�' J C-iD �cy) / N o°16'15„ Y 44_.43' 1 16.76' - 0=2°24'59" L=17.50' O O �• ^) V T1177) A l%T 7 G Li, Lj =PUBLIC UTILITY EASEMENT A = SANITARY SEWER 0 V A=84°08 36 110 o�mz = STORM DRAINAGE EASEMENT Q8 z R=25.00' Q5 I AAA / w O m w < A3 _ wn 2 �4�� _ _L=36.71'/ 44.30' OOwd I <N 0°54' 10" E> =w=)0 0 MAINTENANCE EASEMENT O F-� 0�w // I �cy) / N o°16'15„ Y 44_.43' 1 16.76' - 0=2°24'59" L=17.50' L _� N 00°4 4' 1 2" W(R) 1 61 .1 9' - \ o N DRIVE N 0°16'15„ wD <N 1°30'49" W> cnvim_ w �z�oz w00 z N N `r I 70, �Oz z m ~ / I TRACT � w O= w TRACT Z- 11 O 00 0 LJ w z o� z r 70' l (n = = ~ ~ N r n r r o�w�w � � mzzwz r r O o o o L�jO 0=36°53'05" r r r r z= o z o= z Ln R=25.00' r 25, 1 TRACT J �OZ� w o- 11 ,-t � z L=16.09' 25' , I Q 10 AAAC z W Q J =PUBLIC UTILITY EASEMENT A = SANITARY SEWER 0 V A=84°08 36 L'L' �Lnz0 A = STORM DRAINAGE EASEMENT Q8 z R=25.00' Q5 I AAA \ A3 _ wn Q6 =INGRESS, EGRESS _ _L=36.71'/ 44.30' I I <N 0°54' 10" E> =w=)0 0 MAINTENANCE EASEMENT F0Li // N ROUNDUP / N o°16'15„ Y 44_.43' 1 16.76' - 0=2°24'59" L=17.50' w d - �z I=- o0 - _� N 00°4 4' 1 2" W(R) 1 61 .1 9' - \ o N DRIVE N 0°16'15„ wD <N 1°30'49" W> / I TRACT w TRACT Z- 11 0 25' 25' �� - SEE SHEET 9 OF 15 �0-) Ln L0 FvNpUp '- RO ^ z CURT CENTERLINE OF RIGHT OF WAY V CALCULATED PER (R4) AND FOUND N 1/4 AND S /4 \I REECER CREEK ROAD CORNERS 22 '27 •� — N 00°02'31 " E 1339.80' �jSEE SHEET 3 OF 15 FOR MONUMENT DESCRIPTION SCALE' 1 50' LEGEND = 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 FX - INDICATES NOTE NUMBER ON SHEET 3 OF 15 O= INDICATES EXCEPTION NUMBER ON SHEET 15 OF 15 DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-10.DWG i p�J c� _ Ol c . _ 00 o r / dao / TRACT Z-4 . DADA 70, 0 r N 7 1 °20'04" 50' 25' 0 50' 100' A= INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 Al =PUBLIC UTILITY EASEMENT A = SANITARY SEWER EASEMENT A = STORM DRAINAGE EASEMENT Q8 = MAILBOX EASEMENT Q5 -IRRIGATION EASEMENT A3 =WATER EASEMENT Q6 =INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT LO T LL O T T I— W W rr2 v! W U) E(R) 100 00, TRACT G 010 AAAAA 141 I I �oo.00, W 25 \ TRACT CC 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. K ITTITAS COUNTY, WAS H I N GTO N PARCEL 2 ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 SURVEY #570477 5201PG28 PARCEL 4 SURVEY #570477 B20IP28 OWNER BRADLEY CAMPBELL OWNER OENONE KINMAN 109 W ROAD 0 BOWERS 1113 W BENDER ROAD ELLENSBURG WA ROAD ELLENSBURG. WA 98926 N 00`31 39 W 2545.19 + PARCEL 4 SURVEY #570477 820IP28 OWNER OENONE KINMAN 1113 W. BENDER ROAD ELLENSBURG, WA 98926 '1220.84' � 7 11 5 N 8-48'17" W TRACT H 8 41„ XN N 14=ti3 51 60.49 LP -06-00022 LPF-21 - 0001 1 EAST LINE OF THE W 1/2 OF THE NE 1/4 N 2° 53' 42" W 47.88' Lo LL O 0 W W U) W VJ p=10754706 R7415.00' L7752.57' RAIU D- �g�5 - - _ 2 0 6'_ R-425.0 `� 291 p_5715'16 �� 78`'5 Z - 714°42'187 n -7=6 27 29 C 4- „ z =3898 o� o�'"✓292 A L=7.9 N 1 530 58-247 293 W ' N o o j 0_ �o_ 294 W / 24 73 20.59, N o 0 _ 295 „w N?- 77 �� 2" 0 � 00 �0-0 2964 W N167 46� 417 28`3 TRACT Z-5 z c z 11°40 5 vN 5°40'35 W 47 5 '8 282 �� gig' 281 282 DADA TRACT I �� o 61.497 79'1 o 0 25.34' 2� 280 Z oo S ❑3 1c AAAA W 4= 279 ti �� cp_ � 0 1 7 R=215.00' L=385.78-' R=625.00' R.190� - � L-165.11' o' j217 04' 06" L=699.93' mss" R=165.007 L=2F ,q5 27 n TRACT Z-4 w a000 = N< N 13°04' 16 TRACT ?- 7 F1 N �00 co 00 no � w 0 n 13.32' -Z- W C29 n z 0 7 5 w w V,775 0� 10 �n � NQ0 't, r 0 O W 8- 2 o CO z - Ln 0 277 o c,,� � � P J � \ 27 7 D/,325 00, Lo T LL O T W W W o co 0 0 o U° 45 2 R z o a 4670 D 2 300.0° L=120.23 00 rn 278 g7, 13 OZ mss. R 22 57 41„ Z 5. v v L_46 03' p,4°12 L=59.307 -p 4°13'12" JS. C28 A=5°26'09" R=625 00 / � 06 L-37° 46'49" R=650.00 °- -' 1 D 3 3,.15 2 P °8� 6 45.27 13 45 38 „W N 46.00 N 00'27" ' WW102 TRACT G 10 M AAAAA 2.37 t7235ST 2.3 9 LEGEND SFF gHFFT 8 OF 15 = 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 X = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 01 =PUBLIC UTILITY EASEMENT /�2 -PUBLIC STORM DRAINAGE EASEMENT A -IRRIGATION EASEMENT A -INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT Q=MAIL BOX EASEMENT DWG NAME: "\AESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-11.DWG ,1 SCALE: 1 50' • • • •• 250 w 7 6'� N 240 T247 242 CURVE TABLE CURVE 10 �� RADIUS N 480 48 s z 47.39 58.93' 47.39' 275.00 5.69 C26 00„ W 2� 5� 350 2 349- 0 � 35 N 5°05'41" W N 0°17'53" E N 5°41'27" E N 70739 50.3 1°50'01" 625.00 32 _ N 1737 44 N 40 348 N o w,� oo N C29 29'52„ E N 7 5 2°23' N 0°46'00" W �� 6� 347 oo cp_� o p= n 425.00 01» C31 0° 17'02" -, 3724„W 2.11 TRACT Z-6 �, 0 46.1 8' Ng 346 � o_ �: � 487_ 5 6 ��0� o o 3°03'22" 345 z Z o v _ 38- 97 L 6° 36' 18" 10 344 o co 7 49 p= - N 751A 48- 7 vn _ N o o o i4 N o N, /C5 R�25.°° 8,400 =47°05'01' R=465.00' - A L=382.12' -L - ro - - z 5107 /°55 L-174.91' -2 03, 12 N 75v z z v 52 677 p,7° 48 00, 4=7°08'33'` - L=66.68'_ _ 7 702'50„ 00, R 575 927'10'710 - L=52'56'25" _�__-_ C36 o A=10°11'19" R=3 75 N - ►^/ R _ A=39°52'20"' =4 L -?78- 3'O�l`v 647 5 Di 48 06 � �- / o w� c31 N 290 Lo LL O 0 W W U) W VJ p=10754706 R7415.00' L7752.57' RAIU D- �g�5 - - _ 2 0 6'_ R-425.0 `� 291 p_5715'16 �� 78`'5 Z - 714°42'187 n -7=6 27 29 C 4- „ z =3898 o� o�'"✓292 A L=7.9 N 1 530 58-247 293 W ' N o o j 0_ �o_ 294 W / 24 73 20.59, N o 0 _ 295 „w N?- 77 �� 2" 0 � 00 �0-0 2964 W N167 46� 417 28`3 TRACT Z-5 z c z 11°40 5 vN 5°40'35 W 47 5 '8 282 �� gig' 281 282 DADA TRACT I �� o 61.497 79'1 o 0 25.34' 2� 280 Z oo S ❑3 1c AAAA W 4= 279 ti �� cp_ � 0 1 7 R=215.00' L=385.78-' R=625.00' R.190� - � L-165.11' o' j217 04' 06" L=699.93' mss" R=165.007 L=2F ,q5 27 n TRACT Z-4 w a000 = N< N 13°04' 16 TRACT ?- 7 F1 N �00 co 00 no � w 0 n 13.32' -Z- W C29 n z 0 7 5 w w V,775 0� 10 �n � NQ0 't, r 0 O W 8- 2 o CO z - Ln 0 277 o c,,� � � P J � \ 27 7 D/,325 00, Lo T LL O T W W W o co 0 0 o U° 45 2 R z o a 4670 D 2 300.0° L=120.23 00 rn 278 g7, 13 OZ mss. R 22 57 41„ Z 5. v v L_46 03' p,4°12 L=59.307 -p 4°13'12" JS. C28 A=5°26'09" R=625 00 / � 06 L-37° 46'49" R=650.00 °- -' 1 D 3 3,.15 2 P °8� 6 45.27 13 45 38 „W N 46.00 N 00'27" ' WW102 TRACT G 10 M AAAAA 2.37 t7235ST 2.3 9 LEGEND SFF gHFFT 8 OF 15 = 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 X = INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 01 =PUBLIC UTILITY EASEMENT /�2 -PUBLIC STORM DRAINAGE EASEMENT A -IRRIGATION EASEMENT A -INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT Q=MAIL BOX EASEMENT DWG NAME: "\AESMB\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-11.DWG ,1 SCALE: 1 50' • • • •• 250 w 7 6'� N 240 T247 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 C W � A PLAT COMMUNITY A PORTION OF THE NORTHEAST QUARTER OF SECTION 27, T 18 N, R 1 �. W.M. LP -a6-00021 LPF-21 -0001 1 KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 PARCEL 4 OWNER . OENONE KINMAN SURVEY #510477 1713 W. BENDER ROAD 20' ACCESS Q 11 5201PG28 ELLENSSURG, WA 98926 EASEMENT 9 EAST LINE OF THE W 112 OF THE NE 1/4 # N 00°31'39" W 2545.19' 54. ' 189.10' 1025.24' 1220.84' �� __ �� -------, - -- _ ,: - -- TRACT TRACT C - - TRACT H � 10 AAAA 1� 30' 30 \ N 1 1 N 2°53'42" W N 0°00'52" W 130.00' cv N 0°00'52" W 85.00' N 0°17' 1" E� 10 AAAAA o aQ, _ .aQg Qj 52.59 100' SETBACK FROM WHISKEY CREEK 16 _ 40.00 40.00' 50.00' \N 4"28'27" E N 9` 02 _ 47.88' n 1 10' 48.18' 44' w o L�'1 10' \ 48.18' E N 14°5 z� w �0 o o0 CO LJ \ 48986 EN2 5 351 � 352 m 353 0 354 r TRACT Z-10 \ \ 8181,1 " F 350 o N � 03 0 � 'AAA \ � z z z � \ APPROXIMATE NORTHERLY LIMITS OF ❑ n V C33 ) 30' z 30 1 \ 100 YEAR FLOOD PLAIN 15 1 L=38.32' ll \ A=5°09'57" 37.61' 40.00' 25.00' 95.56' 10'\ 10' _ =24°30' j» R_425 00' WRANGLER N N WRANGLER R_ L� 8- � 157.61' 150.56' 425.00' U R -400.00' 74.91' N 00°00'52" W 308.17' 4=24°30 4747 _ \ \ \ -_--'60 g6 2503'12' DRIVE N N D=�V L_�71.�3, R, ` S2'1s cNs R=3750 L-7 47'50" 37.61 40.00' 25.00' 95.56' _ _ .�� 47 400 00 \ o'=51.03' -�7 60.44 , \R X8.35, i w C 3 2 � R,3 �� 4-- 00.00' z � 30' 30' �S 3g° X00 , S2'16„ 1 o' o 0 0 0 0 1 10, 1 -� 1 0' R,42S 0 0 o 0 0 0 0 \3952, 0 w, 290 00 289 288' -287 W TRACT G 3I 10 1AAAAA 10' 40' 30' 30� W Z Q0 v W 00> w r rn N - 00 O N 8 L 30' N z LEGEND It fir = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION SEE SHEET 7 OF 15 Q = FOUND MONUMENT AS NOTED A = 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 FX = 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 Al =PUBLIC UTILITY EASEMENT 02 = STORM DRAINAGE EASEMENT A= IRRIGATION EASEMENT A6 = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT 08 =MAILBOX EASEMENT 09 = ACCESS/FLOOD CONTROL EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-12.DWG TRACT Z-9 F91/ hAAAA C�\ 64.442°28'02„ x_127.44, \ N RANCHERO R-325.00' \ 119.44'- /_22°28'02» L_ 4--3� 2.61, N LANE R=3 17 64, N 'y--62,5 g 31 lo, 00' 64.44' R-2;75 00 4 , R, A°2g'03' ° N .00, 3�°49350 L=107.83 \ 1 -429 4 \ R\6j 29.11, 4, s 00' 49'3 TRACT Z-12 C4S 62 F-91AAA 1 -To' N 00°00'52" W 70.00' 51.26' N 03°13'54" E N 61 ,32, 7828,48 E TRACT D 10 /' AAAA SCALE: i i ii it N72.46 17°S 6'40» E CURVE TABLE 291 DELTA RADIUS LENGTH C3 90°00'00" 25.00 53„w N4°22'23"W NO°01'38"W 39.82' 90°30'47" N 0°00'S2_W z W n 89°29'13" 9 37.40' N125 32' 4' 39.05 C20 29°59'08" , O N C21 20.59 29.24' NO°00'52"W 50.00 C32 Q o 375.00 3.01 / 24-13 - in 40.00 425.00 2.39 = Lj _ 375.00 8.16' S w 5°45'58" o 32.71 o 2°52'04" 284 `' 285 0 0 286 o N 16.60 r13.79 C41 283 0000 00 ow o N C3, '� � O 282 -P N 0 O � m m Ln co o O z LO5.78' o b-) z 30' 30' T � L=32.19' Z p 40'17 4=5°40'31" 40.00 ;-L.00' T i LONGHORN N R=325.00' 125.78' _ '2o.23 �,00_120.23 LOOPN N 00°00'52" W 245.22' 00 p-101_00'16" 40.00' 25.00' C v1s. 11`4611 L=48.02' W LO L 56 50 z 5.78' w w W / 00 2 � O 00 o 0 30' 30' n O co ff� O Ln 0 - 0 O o N- 249 248 ° 247 o. x:250 z z 10 25 � ,16"W N4° 33' 26;'W 5.54 36.30' 36.30 NO° 16'57"E 40_00' ,- NO°00'52"W(R) 1 50.00' N N 60°01'44" W 3.94' TRACT G 3I 10 1AAAAA 10' 40' 30' 30� W Z Q0 v W 00> w r rn N - 00 O N 8 L 30' N z LEGEND It fir = ESM WILL SET SURFACE BRASS CAP STAMPED: "L.S. 44925" UPON COMPLETION OF CONSTRUCTION SEE SHEET 7 OF 15 Q = FOUND MONUMENT AS NOTED A = 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 FX = 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 Al =PUBLIC UTILITY EASEMENT 02 = STORM DRAINAGE EASEMENT A= IRRIGATION EASEMENT A6 = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT 08 =MAILBOX EASEMENT 09 = ACCESS/FLOOD CONTROL EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-12.DWG TRACT Z-9 F91/ hAAAA C�\ 64.442°28'02„ x_127.44, \ N RANCHERO R-325.00' \ 119.44'- /_22°28'02» L_ 4--3� 2.61, N LANE R=3 17 64, N 'y--62,5 g 31 lo, 00' 64.44' R-2;75 00 4 , R, A°2g'03' ° N .00, 3�°49350 L=107.83 \ 1 -429 4 \ R\6j 29.11, 4, s 00' 49'3 TRACT Z-12 C4S 62 F-91AAA 1 -To' N 00°00'52" W 70.00' 51.26' N 03°13'54" E N 61 ,32, 7828,48 E TRACT D 10 /' AAAA SCALE: i i ii it N72.46 17°S 6'40» E 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 r13.79 C41 1°51'32" 425.00 V---, 'K HORSE AT WHISKFY CREEK - PHASE 1 N � - A P LAT . C0v"l '��' ..,N ! T' ,amu A PORTION OF THE NORTHEAST Ql " —1 '.�o, Of— SSE.°,CTION 277 t of �'4 � R $ W.M. LP— -01 PARCEL 4 LPF-21 —00000 1 SURVEY 11570477 K ITTITAS COUNTY, AS H I N GTO N H201PG28 UNPLAI-TED EAST LINE OF THE W 1/2 ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 OWNER : 0ENONE KiNMAN OWNER OE -NONE KINMANOF THE NE 1/4 1113 W. BENDER ROAD \11 1113 W. BENDER ROAD ELLENSBURG, WA 98926 N 00°31'39" W 2545.19' TO NE CORNER OF TRACT Z-2 = 1706.0i� -----.-..---- - 1025.24 ---- r,ioo z A20' ACCESS TRACT M o D CENTERLINE OF Co 14ESAgSEMENT �AAAA 36 m o ° WHISKEY CREEK clw " \ zTOP OF BANK w N 48 18, F .� o m N N 1°22'53" W 248 1„ 293>3 '42" W 47.39' N 8.1,3'57" E 1 3 4" 10`59 47.39' 18, E 01• E N39' 47. -7» W N 3°25'32" E \ N 7°55'37" E N 7°2624„ W \ N 1,5.36,3? 36.85' 36.85' 51,15" W 3685' N 0° 14'37" E N 1539.10' 36.85' N 6° 1 11 47.39' N N 18°3 47.39' 147 2 22 E_ _60.32,0 f 3g' 100' SETBACK FROM WHISKEY CREEK `� R 418j83' TRACT Z-10 \ \ 2S C243 °14AAAA _ p=60°58'12" R=465.00' L-494.82, lf? R z4 '30, r 00 >' \ \ 4=39°52'16" R=375.00' L=260.96' 73 flR=440.00' — L95°22' =10O �VRAI LER DRIVE `\ N \ �4—�.--------------- - =C°2�7'56� "52 R=40000' 93 L=./�R=4r15.\0�0\' �6' C.C16 R 425.00' L=295.75'7-\32 v 74 \ -\_ uJ Lo W ui APPROXIMATE NORTHWESTERLY LIMITS 15 I I \ \�OF 100 YEAR FLOOD PLAIN W r IE LL 0' cn p 4 � 1 II W TRACT Z-9 W cn oAAAA v1cs I I 10' i 43 \ 944\ 1 L =412.61 ' R`C =37°49'31" R=625.00' 4_ A a,1 AC RANCHERO LANE _ 1° 44'0 052233' \ 10, _ — _-� R=1 65.00' 3 \ 4 37 49 31" R=650.00' L=429.' p=42°36'54 11 - L_ _122 0 g ______R7±75.00' �=37°49'31" `L L =445.62' TRACT Z-12 AAAA C 2°5 9'51' NN 1 ' N O05-09',37" 7" 67.3 °0'0 0 W 7.00' ' 4786 1'10" E 61.13' E 10 W 72.64' N 02°15'37" W N 07`11'59�� TRACT D a 1 G AAAA TCC C T C LEGEND SEE SHEET 6 OF 15 0 = 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 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 = 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 Al =PUBLIC UTILITY EASEMENT A= PUBLIC STORM DRAINAGE EASEMENT A5 = IRRIGATION EASEMENT Q6 = INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT A9 = ACCESS/FLOOD CONTROL EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-13.DWG ' B.S./P.T/J.K./C.F./R.G. 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. KITTITAS COUNTY, WASHINGTON ASSESSOR PARCEL NUMBER 431033/MAP NUMBER 18-18-27010-0002 2+163 5 UNPLATTEDSEE PAGE 3 OF 15 OWNER OENONE KINMAN N 00°31'39" WL4�FOR DESCRIPTION / 113 W BENDER ,ROAD EAST LINE OF THE W 1/2 30.00"'N -. ELLENSBURG, WA 98926OF THE NE 1/4 / l; N 89'59'48" W N 00°31'39" W 2545.19' , — . 1326.71' N 1830'1 °„ f 1025.24' _. _-- __-- .__.-_.------ - - n 1 1 z cnfo_r 7:TERLINE z zw OF 1 5' �" 2~ WHfSKEY CREEK I w o o= W C� Z (r J � O Z W W �z u„ W wz �z IW Q 11 t I QQ U W TOP OF BANK O w Ln 0 30 _00 r7- 100' SETBACK FROM WHISKEY CREEK A TRACT M / 9 F 6 AAAA N TRACT Z-10 N ,\ 0050 F Q � / � TRACT N A9 \ &2, 41 �O a\ � \ S6 00” Q p 00. �� 41 < � \SAO �,69 X00' 00' T � / 9 ~ TRACT Z-9 W DODAa �•�'. N 00'00'12" E 2.00' TRACT Z-11 F-91AAA c C" o 0 -7, N I I z Q W TRACT N w � 10 AA000 IV- p RANCHERO o �9x LAN0 A� APPROXIMATE NORTHWESTERLY LIMITS 5 E \ \ C OF 100 YEAR FLOOD PLAIN TRACT F \ �� Q / T ` �9 ,� , a0000 TRA A l Q" <\ 4 1 0 \ o v a 01 se \5' ' �(�v \\'6d� \�� C48 <N 51°27'40" W> W(R) A94-80 Qa 1 A -54'26 A=99°3539" N \ \ R=25.00' o \ LT43.46' o f—C47 153.51' (y TRACT D , I J a 1 G 0000 11 0 o o i � II o = 25' �r - 441 Q _o N Z. o LEGEND 4Q' v BLACK HORSE BOULEVARD N 00'00'12" E(R) 403.90' 0 250.00' a� TRA C E SEE SHEET 5 OF 15 9 = 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 SCALE. 1 �� = 50' SHEET 3 OF 15 L = DELLA 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 INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 Q1 =PUBLIC UTILITY EASEMENT Q9 - ACCESS/FLOOD CONTROL EASEMENT 02 =PUBLIC STORM DRAINAGE EASEMENT Q= IRRIGATION EASEMENT A =INGRESS, EGRESS AND STORM DRAINAGE MAINTENANCE EASEMENT Q=SANITARY SEWER EASEMENT DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-14.DWG 2 z�=82°22'38" R=25.00' /� I L=35.94' 51.23' 0 153.90' 123.90' TRACT P rn co .. 0 ,me N Q QO (-D Ir 00 W 0 LOZ � W m 30.00' 30' LP -06-00022 LIP F-21 — 0001 1 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 2°27'52" 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 C \ I BLACK HORSE BOULEVARD ,C 1 Ln N AAPPROXIMATE LOCATION OF / 10' POWER EASEMENT. ACTUAL LOCATION IS 5' ON EACH SIDE / OF THE CENTERLINE OF THE LINES AS INSTALLED. o / r r / z LL / Iw Q LL / LL LL o I �D EL "t 30' '0 0 0 0 Q N0 T_ 00 W �t Q rn Z °ern W 00 m ii TRACT P 10' CDr cv I OL TRACT 0 v oo CV co (0 CNo 10' = I � � 2 DETAIL 13 ""0 POWER EASEMENT \ o \\ TRACT L �\ SCALE: 1 "=40' ADDITIONAL RIGHT OF WC \ DEDICATED TO THE PUBLIC UPON THE RECORDING OF Q \ ��\ • , 0 _ THIS PLAT 2 ' TRACT L \ REECER CREEK ROAD 7.5' y 15 APPROXIMATE NORTHWESTERLY LIMITS OF 100 YEAR FLOOD PLAIN i u- w 00 ww zz ww zz www O O Q u� II w �z0 �0� n0� Qw_ w cn n I) 30 a 47.69' 29.92' 0-) 27 N 00° 1 5' 12" W U �m0 aZ 0 0 wm _ O O w �o� z0uj zQ oQF- n � U Z wp0� own= Q 0 :D F- 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 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. 6-7. 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 N0, 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 1 27.98 E13 Q \ O TRACT L\ ��G/ W I cc POWER A EASEMENT0 h ti 0 E 11 /�� z E9 w�\ m 00 �o E7 RIGHT OF WAY DEDICATED BY PLAT REECER CREEK ROAD FOUND MONUMENT SEE SHEET 3 POWER EASEMENT Q4 FOR DESCRIPTION SEE DETAIL A DWG NAME: \\ESM8\ENGR\ESM-JOBS\410\028\005\PLOTS\FINAL\FP-P1-15.DWG DETAIL "A" SCALE: 1 "30' LEGEND F -INDICATES NOTE NUMBER ON SHEET 3 OF 15 X = INDICATES EXCEPTION NUMBER ON SHEET 2 OF 15 INDICATES EASEMENT PROVISION NUMBER ON SHEET 2 OF 15 01 = PUBLIC UTILITY EASEMENT A2 = STORM DRAINAGE EASEMENT 03 = WATER EASEMENT A4 = POWER (GAS AND ELECTRIC) EASEMENT A5 = IRRIGATION EASEMENT A6 = INGRESS, EGRESS AND STORM DRAINAGE /� MAINTENANCE EASEMENT A= CAVITARY CP_WFR FOCFMFNT �y