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DWG NAME: \\\\ESM8\\ENGR\\ESM-JOBS\\998\\852\\021\\SURVEY PLOTS\\P2D7B1-FP-13.DWG <br />AUDITOR'S REFERENCE <br />LP-22-00001 <br />LPF-22-00004 <br />A <br />44925 <br />T <br />S <br />SGIRE DRETE <br />GNTE <br />FO IHSAW <br />T <br />ON <br />C.A.F./R.F.G. <br />2022-07-11 <br />SHEET OF <br />DATE : <br />DRAWN BY:1513 <br />JOB NO. 998-852-021-0003 <br />www.esmcivil.com <br />223// 7σγ ≅υδ− Ρ+ ∀1/4 <br />Land Surveying <br />Project Management <br />Εδχδθκ ςξ+ ς≅ 87//2 <br />Β Ν Μ Ρ Τ Κ Σ Η Μ Φ ∆ Μ Φ Η Μ ∆ ∆ Θ Ρ <br />Civil Engineering <br />Public Works <br />Κ Κ Β <br />Landscape Architecture <br />(425) 297-9900 <br />(253) 838-6113FEDERAL WAY <br />Land Planning <br />LYNNWOOD <br />RECORDING CERTIFICATE <br />FILED FOR RECORD AT THE REQUEST OF KITTITAS COUNTY BOARD OF COMMISSIONERS, <br />THIS DAY OF A.D., 2022, AT MINUTES PAST <br />O'CLOCK .M., AND RECORDED IN VOLUME OF PLATS, ON <br />PAGES , RECORDS OF KITTITAS COUNTY, WASHINGTON. <br />BY : <br />DEPUTY COUNTY AUDITOR KITTITAS COUNTY AUDITOR <br />AUDITOR'S REFERENCE: <br />{PLAT OF <br />"RIVER RIDGE - SUNCADIA <br />PHASE 2 DIVISION 3" <br />A.F. NO. 201707240010} <br />1813 <br />{TRACT <br />OS-15} <br />{PLAT OF <br />"SUNCADIA - PHASE 3 <br />DIVISIONS 1 TO 5 (TUMBLE CREEK)" <br />A.F. NO. 200410080054} <br />{45} <br />{43} <br />{ <br />TRACT OS-9} <br />(PRIVATE RIGHT OF WAY - PAVED)ΑΗΦ <br /> <br /> ΘΝΒϑ <br /> <br /> <br />Κ≅Μ∆ <br />{53} <br />{52} <br />{51} <br />{84} <br />{85} <br />{86} <br />{87} <br />{88} <br />{50}{\Q20;SEE SHEET 7}{\Q20;MATCH LINE} <br />SANITARY SEWER UTILITY <br />EASEMENT - A.F. <br />TAX ID NUMBERS 11827, 16199, 951842, 951857, 951858 AND 951859 <br /> ΑΚΝΒϑ 0 <br />KITTITAS COUNTY, WASHINGTON <br />A PORTION OF SECTION 13, T. 20 N., R. 14 E. AND SECTION 18, T. 20 N., R. 15 E., W.M. <br />ΡΤΜΒ≅ΧΗ≅ , ΟΓ≅Ρ∆ 1 ΧΗΥΗΡΗΝΜ 6 <br />{\Q20;SEE SHEET 14}{\Q20;MATCH LINE}(PRIVATE RIGHT OF WAY - PAVED)ΡςΗΕΣς≅Σ∆Θ ΧΘΗΥ∆8" X 8" CONCRETE MONUMENT WITH BRASS PIN <br />{PLAT OF <br />"SUNCADIA PHASE 2 <br />DIVISION 2" <br />A.F. NO. 200609280020} <br />Θ <br />Η <br />Μ <br />ϑ <br />Ξ <br /> <br /> <br />Χ <br />Η <br />Μ <br />ϑ <br /> <br /> <br />Κ <br />≅ <br />Μ <br />∆{\Q20;8}{\Q20;TRACT AC-8}{\Q20;TRACT OS-6}{\Q20;8}{\Q20;TRACT OS-6} <br />{TRACT <br />OS-9} <br />ΣΘ≅ΒΣ <br />ΝΡ,1 <br />ΣΘ≅ΒΣ <br />ΝΡ,0 <br />ΣΘ≅ΒΣ <br />ΝΡ,1 <br />{UNPLATTED} <br />{48} <br />{46} 107.86' 108.99' 116.53' 186.67'N28°29'47"W 242.66' 171.45' <br />N86°19'50"W <br /> 147.94'N28°04'45"W 114.52'N36°21'43"W 109.65'N48°45'22"W <br /> 119.24' <br /> 179.45' 118.47' 126.45'N50°37'02"W <br /> 121.59' <br /> 196.62' <br />N59°31'58"W <br />116.73 <br />128.50 191.36 <br />102.65'14.08'L=276.43'R=1478.00'Δ=1042'57"(R)N 1926'07" E <br />(R)N 5510'19" WΔ =33 <br />1 <br />4 ' <br />33 " <br />R=8 0 <br />0 <br />.0 <br />0 ' <br />= <br />4 <br />6 <br />4 <br />.15 ' <br />Δ =5 5 5 '2 4 <br />" <br />R =19 0 0 . <br />0 0 <br />' <br />=19 6 . <br />4 2 <br />' <br />Δ =2 4 0 5 '3 9 " <br />R =4 4 0 .0 0 ' <br />=1 8 5 .0 3 ' <br />Δ =1 <br />4 <br />10 ' <br />4 <br />4 " <br />R= <br />48 0 <br />.0 0 ' <br />=118 <br />. <br />8 ' <br />Δ = <br />22 <br />0 <br />' <br />12 " <br />R= <br />53 <br />0 <br />.0 <br />0 ' <br />=20 <br />4 <br />.6 <br />2 ' <br />Δ =19 <br />2 <br />' <br />0 <br />0 " <br />R <br />= <br />52 <br />0 <br />.0 <br />0 ' <br />=1 <br />6 <br />.52 ' <br />Δ =2 0 <br />1 ' <br />12 " <br />R =6 10 <br />.0 0 ' <br />=2 15 <br />.9 8 ' <br />366.44'102.65'166.82'N28°33'13"W <br />96.50' <br />192.66' <br />Δ =15 0 16 ' <br />4 6 "R =19 0 . <br />0 0 <br />' <br />= <br />4 <br />9 <br />8 <br />. <br />3 <br />5 <br />' <br />Δ = <br />1 <br />6 <br />4 <br />6 <br />' <br />3 <br />9 <br />" <br />R= <br />1 <br />0 <br />2 <br />5 <br />. <br />0 <br />0 <br />' <br />= <br />3 <br />0 <br />0 <br />.1 <br />4 <br />'176.64'C13 <br />C14 <br />230.00 <br />820.00 <br />16.57 <br />20.54 <br />ΒΤΘΥ∆ Σ≅ΑΚ∆ <br />CURVE DELTA RADIUS LENGTH <br />µ <br />ΡΒ≅Κ∆9 0! < <br />0 100 <br />1//& <br />400200 <br />ΡΓ∆∆Σ 00 ΝΕ 04 <br />Ρ∆∆ Κ∆Φ∆ΜΧ ΝΜ <br />ΣΘ≅ΒΣ ΝΡ,1 <br />3,481,300 S.F. <br />ΣΘ≅ΒΣ ΝΡ,3 <br />5,815,330 S.F. <br />ΣΘ≅ΒΣ Ψ,0 <br />1,462,190 S.F. <br />(33.567 ACRES) <br />EASEMENT FOR ACCESS AND UTILITIES - SEE NOTE 11 ON SHEET 15 20'20'106.63' <br />Δ=35°34'14" <br />R=800.00' <br />L=496.66' <br />ΣΘ≅ΒΣ ΝΡ,0 <br />898,810 S.F. <br />(20.634 ACRES) <br />R=575.00' <br />L=356.97' <br />Δ=35°34'14" <br />106.63' <br />Δ= <br />25°30'50"R=1025.00'L=456.43'40'Δ= <br />25°30'50"R=800.00'L=356.24'253.63'C13Δ=15 <br />R=210.00' <br />L=560.66' <br />MATCH LINESEE SHEET 12 <br />C14Δ=12 °16'53"R=500.00'L=107.18' <br />58.25' <br /><N 89°35'46" E (R)> <br />Δ=87 °52'02" <br />R=90.00' <br />L=138.02' <br />NORTHERLY AND EASTERLY EDGE OF THE CLE ELUM RIVER CORRIDOR WHICH CONTAINS THE FLOODWAY AND FLOOD PLAIN. THIS LINE HAS ALSO BEEN REFERRED TO AS THE "GEOMORPHIC FLOOD PLAIN LINE" AS DEFINED BY MOUNTAINSTAR MASTER PLANNED RESORT ENVIRONMENTAL IMPACT STATEMENT. THIS LINE WILL NOT BE MONUMENTED.APPROXIMATE LOCATION OF FEMA FLOODWAY BOUNDARY AS PROVIDED BY KITTITAS COUNTY IN JULY 2022APPROXIMATE LOCATION OF FEMA 1% ANNUAL CHANCE FLOODPLAIN (100-YEAR FLOODPLAIN) BOUNDARY AS PROVIDED BY KITTITAS COUNTY IN JULY 2022