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v==4 <br />0 <br />rT <br />FOREST RIDGE PHASE V PERFORMANCE BASED CLUSTER PLAT <br />NR9'96'26"F 806.61 <br />N89'56'26"E 1027.18' <br />TRACT OS -23 <br />32.53 AC <br />0 100 200 <br />Scale: I 10"'o <br />MATCH LINE C <br />589°35 34'F 1429,12 <br />LEGEND. <br />FOUND MONUMENT AS NOTED <br />CALCULATED MONUMENT AS NOTED <br />SET #4 REBAR WITH RED PLASTIC CAP <br />STAMPED "CONTOUR LS 38965". <br />OS OPEN SPACE TRACT <br />AC = ACCESS ROAD TRACT <br />S SERVICE TRACT <br />SEES <br />/ 'o <br />HEET 5 OF R ��I, 9'94 <br />- ' �',V4 G 10-1 <br />St �IV '9 91 e '4S,' 0� <br />7 <br />4 Cr <br />i9e�4 rl <br />MATCH LINE B Yv > � <br />LO <br />c0 <br />C) <br />NB4 S84'39 -24"E <br />171.. <br />179.5V <br />U" <br />CD <br />� ! � Irf= ,�,l '� � I � m <br />rQ <br />134 so, <br />OD <br />1.98 AC <br />STREAM E (TYPE 5) <br />4,cv <br />20, <br />Cu HERE <br />15' STREAM <br />BUFFER LINE <br />(TYP') A17? <br />CQ <br />'06'43,,kl 285. <br />TRACT OS -26 <br />CU <br />2.24 AC <br />3- <br />Cn 135 <br />C)J <br />--j 40 <br />1.67 AC 6 <br />Lnzq,3 <br />WETLAND E <br />(CATEGORY 2) <br />118 <br />1.42 AC <br />77 4 39,,E <br />hP 145.85 L83 <br />cc.) 218.55 <br />.14'39 •, <br />E 336-39, <br />m <br />!'U <br />TRACT S-4 <br />0.99 AC <br />m 105 <br />vli� * 1.63 AC <br />CD ��1%1_4 <br />C) V <br />m Ln VIA 1��qlvo <br />I IV <br />z <br />U �ql 1 <br />IV66 - 'W,- ','to 14 j9Z 1 �C4 �e6 F/V) <br />z 41- op OP O/V <br />385 <br />9, e4S, <br />10 op C <br />0/v <br />104 <br />1.18 AC <br />LL X <br />titi <br />ca) <br />L31 (0 <br />R) C_U <br />C31 C; <br />11t CO <br />rn 103 <br />LO 1.51 AC <br />CD <br />Lp <br />ti <br />S111 123-45 <br />133. 19, t4el'34 <br />WETLAND K <br />(CATEGORY 2) --STREAM <br />E (TYPE 5) <br />SEE SHEET 7 OF R I <br />I <br />E N G IN E E R1 N G -L L C <br />CIVIL ENGINEERS -SURVEYORS -LAND PLANNERS <br />4706 97th Street NW, Suite 100, Gig Harbor, WA 98335 <br />Phone: 253-857-5454 Fav 253-509-0044 info@contourpllc.com <br />DRAWN BY: L Nguyen CHECKED BY. S Woods <br />DATE. NOV 23, 2022 JOB NAME 21 _08B <br />I" = 100 JOB NO, 21--08BB <br />r— 1111.1 so <br />VOLUME/PAGE <br />L <br />N 14 <br />R15E, WM <br />'1 '3-9"W <br />LLC <br />405 NW GILMAN <br />299. �71 <br />ISSAQUAH, WA. <br />44 <br />401. <br />KITTITAS COUNTY, <br />WASHINGTON <br />121 <br />OF It <br />98 <br />1.50 AC <br />I 36TAC <br />CP <br />0) <br />CD <br />N <br />N77 .14'3 3 9,, <br />.143-9,,W <br />291. <br />,58 35, <br />9, <br />94 <br />6,30 <br />5a <br />ru <br />120 <br />(0 <br />110 <br />1.56 AC <br />z) <br />1.35 AC <br />SNOW sr I'll, lDl- <br />TN OFDj FA,�,-MrAf <br />__j Pli <br />0jCD, <br />4 rc1 (Typj <br />N77 14'39,,pV <br />414'39 <br />359.09, <br />331. 37, <br />11 <br />v Cv <br />STREAM F (TYPE 5) <br />U <br />15 STREAM <br />_j <br />119 <br />L=20.35 tog <br />BUFFER LINE <br />(TYP') <br />1,49 AC <br />A= 1'01'54" <br />1.47 AC <br />Q) <br />ti Cu <br />N7;7.14 '394 401 <br />9 "w 32 <br />89 <br />73-7-- <br />_j <br />108 J <br />C\j <br />m <br />'T <br />L=26.78' 152 AC <br />A= 9 *01'35" . <br />m, <br />cr) <br />Lo <br />m <br />--j <br />M <br />CU <br />N77°14'39„ <br />N 366 <br />(Aj <br />60' <br />94 <br />CDC) <br />SLOPE & DRAINAG- <br />rEASEMENT <br />L12 <br />HEREIN <br />107 DEDICATED <br />13 <br />(SEE DETAIL G ON <br />1.16 AC SHEET 4 OF 11) <br />SLOPE & DRAINAGE\ <br />EASEMENT HEREIN <br />DEDICATED <br />(SEE DETAIL G ON <br />SHEET 4 OF 11) <br />4,1, <br />//0111 <br />O <br />Or <br />4 j <br />102 <br />1,3 eq <br />1,05 AC <br />106 <br />4_3 <br />1. 7 0 A C <br />o, <br />L203 <br />10 <br />AC .2C? <br />C/) <br />z-6 <br />50 rn <br />to CY), <br />Ln <br />TRACT S-3 <br />-1 <::�, <br />. SNo �o <br />0.99 AC <br />EASE <br />o &tj <br />,U <br />S87 '24'56"W 310-61' <br />04 <br />L101 <br />Lr) <br />C_j <br />CIO/ n,Q) <br />too <br />1.08 AC 60, <br />C) <br />CO <br />co <br />'23-29"W 3 1B.39 <br />SB6 Cu m <br />C), <br />99 <br />1.47 AC • i� <br />Ln Lo LO <br />SET STANDARD KITTITAS COUNTY MONUMENT AT U <br />- <br />19 <br />Ll 8 24 <br />ca <br />E1/4 CORNER <br />OF SEC.24, T.20N, R.15E, C--) <br />CALCULATED BY SINGLE PROPORTION i LO <br />__j <br />SEE INE & CURVE TABLES ON SHEET 10 OF :1:1] <br />tA H. <br />W As <br />A, <br />co 0) <br />38965 % <br />61 s 10, <br />L L MO <br />11/25/22 <br />r 1NDFX DATA: <br />SEC 24 T20N, <br />R15E, WM <br />SURVEY FOR <br />SKYLINE RIDGE <br />LLC <br />405 NW GILMAN <br />BLVD. STE 102 <br />ISSAQUAH, WA. <br />98027 <br />KITTITAS COUNTY, <br />WASHINGTON <br />SHEET 6 <br />OF It <br />FIZ <br />