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HomeMy WebLinkAboutCurrier Creek Estates - Div. 3 Mylar - signedVICINITY MAP o �'Z- �V ✓ Y yy < e� 0\w 28 SNF T 27 w BENDER RD PLAT 33 34 Wq Y APPROVALS KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS EXANED AN APPROVED THIS _Z__ DAY OF _ V�e- a _r'------ A.D., 201--Z. Ci/� ,$O�t�AlilL KITTITAS COUNTY ENGINEER KITTITAS COUNTY HEALTH DEPARTMENT I HEREBY CERTIFY THAT THE PLAT AS BEEN EXAMINED AND CONFORMS WITH CURRENT KITTITAS COUNTY CODE CHAPTER 13. DATED THIS DAY OF -/^/ �+ _ A.D., 2013 KITTITAWOUWY WtrH OFFICER CERTIFICATE OF COUNTY PLANNING DIRECTOR I HEREBY CERTIFY THAT CURRIER CREEK ESTATES DIV. 3 HAS BEEN EXAMINED BY ME AND FIND THAT IT CONFORMS TO THE COMPREHENSIVE PLAN OF THE KITTITAS COUNTY PLANNING COMMISSION. p DATED THIS /-4-r-/.'DAY OF 6�T - A.D., 201-'7-. % KITTITAS COUNTY PLANNING DIRECTOR CERTIFICATE OF KITTITAS 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. PARCEL NO. 958786 & 958787 DATED THIS _-- DAY OF ----------- A.D., 201 KITTITAS COUNTY TREASURER CERTIFICATE OF KITTITAS COUNTY ASSESSOR I HEREBY CERTIFY THAT CURRIER CREEK ESTATES DIV. 3 HAS BEEN EXAMINED BY ME AND I FIND THE PROPERTY TO BE IN AN ACCEPTABLE CONDITION FOR PLATTING. PARCEL NO. 958786 & 958787��yy DATED THIS to DAY OF _ OSt! _A.D., 201i . KITTITAS COUNTY ASSESSOR KITTITAS COUNTY BOARD OF COMMISSIONERS EXAMINED AND APPROVED THIS ______ DAY OF --------------- A.D., 201__. CURRIER CREEK ESTATES - DIV. 3 PART OF SECTION 27, T. 18 N., R. 18 E., W.M. KITTITAS COUNTY, WASHINGTON ILLUSTRATED NW CORNER SW1/4 ST _ SEC ON 2 x- S 89'21'16" E 7 126 125 I 127 S 00°46'22 25.000' TRACT A 128 129 SE 130 / 15 131 / SET 1.0' E'LY ON LINE 132 151 i 20' UTILITY EASEMENT x 832.46' -x x x x LS18078 65.11' 65.00' 65.00' 65.00' 65.00' 65.00' LS18092 3 ��1232 122N121�; 120 1190 118�� 124 a 7765 7774 ? 7783 a 7793 m 7802 0 7811 0 1 1 7 116 o SF o SF o SIF o SF oo SF oo SF o 0 N Z Z Z Z Z N 64.89' 65.00' 65.00' 65.00' 65.00' 65.00' NORTH LINE SW1/4 SW1 /4 115 114 113 W _ N 891338 w 389.89 CRE_EKSEDGE_WAY S 89'13'38" E 132.36' -S 89'13'38" E147.46; (50 CO. R/W- PAVED) 91.05' C99 C34 86.16' M 161.30' LS18078 156 � 99 154 Ls3 90855 F C98 .1 C36 7895 SF ON LINE S 88177130" E C37 82'2109" E -J A Z 69 68 T 1.0' ELY I 15 1�j L64 776055 F C97 7578 SIF X23'22'41" 98 ri] 1 a 153 11600, 1 116.2x' R=673.00' W S ;`2- 0 S 81'34' L=274.60' a 3 L6622 p„ 25' 20" E U 7302 004 F f 25' C38 15 7598 8SF LS18092 9 7 q � 70 2 116 C96 117.77' u L67 S 6gS3'32s C93/ C35 S 81'34'20" Eh /� 71 203 f C39 159 96 72 7300 SF 7745 SF `0 1767j C95 P F6 150 72254,760089F f c 133 1 � �0 X00 S 66' - C92 C94 S GS 1 9,805701 SF 149 2086' C91 C41 134 i 'O27SS2" i C431316 9785 SF f / S 81°34' CORNER FALLS IN o w C90 C44 162 135 136 S 81°34'11" E d S 89'43'56" E 120.79' 124.28' / 40 1fi0 i LS18078 LS18078 C1 L49 7999 SF C61 C60 44 \ 125.70' � S 7744 SF C59 j LS18078 81'34'20' E i 7 71 7.819- f 1 57 C? C3 95 \\ g61SF C63 C62 17O C5 / 663, 80' S 7894 SIF C56 i C4 1�g92 F 94 Q 20" E i f 0 4j,1 g" 67 �- 145. Ub5 U04 '•w iii """" 4x4 FENCE POST of 21' 8517 SF i 169 ' 8301 SF Ll / 93 1 148 wLl� rn S 83'21'02" E 5 0 g1' 8573 SF C55 C67 \ 8 989 F, C89 N 1166'10" E L51\L50 N 85� 361x" E C52IC66 N 14°0561 E L2 92 `6 99 163 168 C54 114 173 LS18078 Cs 147 L79 12 ' ,oe 6 IC42 9753 SF6 6 I-52 7775 SF , E C68 8478 SF o���j 2 N j5 5798 FC87 C45 \65 164 6,01 2 C53 \ \ C70 N 694306 999, S6". 9U �o�tli °- 431 E N 10514 SF, 167 9 26 f �� 146 t, . �0'31p5 C86C83 C46 h656 " E L53 �' 8459 Sl C51 C49 C69 C71 84073 w 3 �g 9_. 559 89 N \ \ g6 1185 N 86'08'52" E 197 L46 d5\ 40" E C50 ! 176 SET 1.0' ELY 7432 SF, 6 Ol' C72 124.25' a 137 0� ON LINE �0\ L 47 N 165 N l6' 102550 8568 � 178 7 C85 4 12014 SF L54 166 L48 25' 25' L55 175 Roo SF o SF o 7872 0 3> o P 179 s' Q y �p g9 9445 SF 9664 SF oo o 8014 SF rt C1 196 L56 C47 z SF oo CORNER FALLS IN J � d, 7682 SF, - C84 55.30' 89.70' C48 C73 93.23' 65.00' 65.00' 75.93' z 102.10' 44 FENCE POST �2°!� o S0 o C82 N -S 89'06'46" E145.00' _ 144 s� mss. -`� �ti SUNNYVIEW LANE N as'os'as" w 4o1.zT \ C78 �Q--- 138 °�" 195 A , � C81 N N 89'06'46" W (50' CO. R/W- PAVED) 656 27 -_-� 73 Z ��P�S LP -10-00002 100 o so 100 N( IN FEET ) O 1 inch = 100 ft. LE G E N D • SET 5/8" REBAR W/ YELLOW CAP - "CRUSE 18078" A SET NAIL & WASHER IN CURB OFFSET AS NOTED [x.x'] FOUND ENCASED MONUMENT 0 FOUND PIN & CAP AS NOTED - FOUND BRASS PLUG LS 18092 FOUND NAIL & WASHER - x FENCE EASEMENT SEE DETAIL SHEET 2 FOR ROAD CENTERLINE DIMENSIONS, ROAD FRONT STAKING, AND LINE AND CURVE TABLES 28 27 BOARD OF COUNTY COMMISSIONERS ILLUSTRATED KITTITAS COUNTY, WASHINGTON 33 11 34 NOT VISITED BY: CHAIRMAN ATTEST: SHEET 1 OF 3 -------------------------CLERK OF THE BOARD F .6 727 143 '�s SF 139 \ 142 v+ 140 29 141 \ / P Zi90 LIMEN 0 C79 0.32 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 40.95' C77 C76 , �y 87 0 �` 194 M m `� - �192�"191��190�� 7886 M o w 0 w C!w w o� -189 0 w w o� o� 188 0^ 187 0 w o� 186 0^ w w o� o� 185 0 184 0 w w w �? a S `SO- LS18092 o� � 0 180 183 0 " 193P B SF o m 7580 n 7540 o n 7540 n7540 � � 7540 P 7540 � � en 7540 �M ;n 7SF0 182-�- w 11460 SF y: = 7834 Z SF o SF o SF o SF o SIF o SF o SF 7540 � 0 o 7540 7553 r o 181 z z z z z z SF z z SF o 0 0O SF 86 8417 SF `L _ 85.00' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' z z z 0$�� Kph 65.00' 65.00' 93.45 6.55' ` LS18092 LS18092 N 89'06'46 LS18092 / ! 930.00' \ / LS18092 - 30 31 32 33 34 35 36 37 SET 1.0'' N ON LINE L\S18092 SET 1.0' N ON LINE 10' DRAI EASEMEN AGE^ 10' SEWE 38 39 40 AUDITOR'S CERTIFICATE EASEMENF SURVEYOR'S CERTIFICATE � PGS 1 CL_EARVIEW _DRIVE _ n/1 (50' CO. R/W- PAVED) 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 CASCADE VIEW, INC. in MARCH of 2017. \ \ CHARLES A. CRUSE, JR. Professional Land Surveyor License No. 18078 R LS 16078 V I STE4E AL LNND L8 - 17 Filed for record at the request of the Kittitas County Board of Commissioners, this ____ day of _ _, A.D., 2017, at _ _ minutes past _ _ o'clock -M., and recorded in Volume 12 of Plats, at page(s) _______- Records of Kittitas County, Washington. RECEIVING N0. __________________ JERALD V. PETTIT by: _-_ KITTITAS COUNTY AUDITOR CRUSE & ASSOCIATES PROFESSIONAL LAND SURVEYORS 217 E. Fourth St. P.O. Box 959 Ellensburg, WA 98926 (509) 962-8242 CURRIER CREEK ESTATES - DIV 3