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DWG NAME: \\\\ESM8\\ENGR\\ESM-JOBS\\998\\852\\021\\SURVEY PLOTS\\P2D7B1-FP-14.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 {\Q20;MATCH LINE SEE SHEET 13}WEST LINE OF SECTION 13 <br />C.A.F./R.F.G. <br />2022-07-11 <br />SHEET OF <br />DATE : <br />DRAWN BY:1514 <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 />13 <br />1314{\Q20;LOT 4B}{\Q20;LOT 3B}{\Q20;LOT 2B}{\Q20;RECORD OF SURVEY FOR TRACT SEGREGATION AUDITOR'S FILE NO. 581729}{PLAT OF <br />"SUNCADIA - PHASE 3 <br />DIVISIONS 1 TO 5 (TUMBLE CREEK)" <br />A.F. NO. 200410080054} <br />1314 <br />23 24 <br />FOUND 7/8" IRON PIPE 0.2' ABOVE SURFACE <br />(NOVEMBER 2003) <br />SEE THAT RECORD OF SURVEY RECORDED <br />UNDER AUDITOR'S FILE NO. 201905020010 <br />REGARDING CORNER LOCATION. <br />{TRACT <br />OS-8} <br />{PLAT OF <br />"SUNCADIA - PHASE 3 <br />DIVISIONS 6 TO 9 <br />(TUMBLE CREEK)" <br />A.F. NO. 200506220001} <br />TAX ID NUMBERS 11827, 16199, 951842, 951857, 951858 AND 951859 <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 />{\Q20;MATCH LINE SEE SHEET 11}{\Q20;SEE SHEET 9}{120}{8}{\Q20;SEE SHEET 5} <br />{78} <br />{61} <br />{76} <br />{75} <br />{10}{9}{\Q20;LOT 4B}{TRACT <br />OS-15} <br />{\Q20;SEE SHEET 10}{12} <br />{15} <br />{16} <br />SEESHEET6 <br />ΣΘ≅ΒΣ <br />ΝΡ,1 <br />ΣΘ≅ΒΣ <br />Ψ,0 <br />ΣΘ≅ΒΣ <br />ΝΡ,1 <br />ΣΘ≅ΒΣ <br />ΝΡ,1 <br />314.82' <br />N 58°43'16" W <br />BE MONUMENTED <br />THIS LINE WILL NOT <br />233.24' <br />Δ =8 0 0 3 ' <br />2 9 " <br />R=2 0 <br />.8 ' <br />=2 9 0 <br />.3 2 ' <br />Δ =2 3 4 3 '3 5 " <br />R =9 0 8 <br />.6 5 ' <br />=3 6 <br />.2 8 ' <br />703.29' <br />Δ <br />= <br />8 <br />2 <br />0 <br />8 <br />' <br />0 <br />4 <br />" <br />R <br />= <br />3 <br />5 <br />0 <br />. <br />0 <br />0 <br />' <br />= <br />5 <br />0 <br />1 <br />. <br />3 <br />' <br />Δ = <br />2 <br />4 ' <br />11 " <br />R =2 6 0 0 <br />.0 0 ' <br />=3 3 5 <br />.9 <br />4 ' <br />Δ =1 1 3 6 '4 6 " <br />R =2 2 5 0 .0 0 ' <br />=4 5 6 .0 3 ' <br />160.44' <br />Δ =2 8 5 0 '5 0" <br />R =3 8 0 .0 0 ' <br />=1 9 1 .3 2 ' <br />Δ = <br />4 0 3 9 ' <br />0 8 " <br />R=2 3 0 <br />.0 0 ' <br />=16 3 <br />.19 ' <br />Δ =2 10 '3 1 " <br />R =3 0 0 0 <br />.0 0 ' <br />=113 <br />.9 0 ' <br />Δ =13 5 8 ' <br />1 6 "R =5 0 <br />.0 0 '=18 2 .8 8 ' <br />Δ =2 6 3 6 ' <br />0 4 " <br />R =6 0 0 <br />.0 0 <br />=2 8 <br />.5 6 ' <br />109.67'119.01'Δ = <br />4 12 1 ' <br />12 " <br />R = <br />2 5 <br />.0 0 ' <br />=5 2 3 <br />.2 <br />' <br />C2 <br />236.12'N 11°07'35" EΔ= <br />R=55.00' <br />L=69.52' <br />C3 <br />Δ <br />= <br />6 4 <br />4 <br />2 <br />'5 <br />9 <br />" <br />R = <br />2 <br />9 <br />5 . <br />0 <br />0 <br />' <br />= <br />3 <br />3 <br />3 .21'40.43' <br />ΒΤΘΥ∆ Σ≅ΑΚ∆ <br />CURVE <br />C1 <br />C2 <br />C3 <br />C4 <br />C6 <br />C7 <br />C8 <br />C9 <br />C10 <br />C11 <br />C12 <br />DELTA <br />89°31'26" <br />38°51'17" <br />38°51'17" <br />90°39'45" <br />RADIUS <br />380.00 <br />380.00 <br />35.00 <br />25.00 <br />210.00 <br />210.00 <br />210.00 <br />250.00 <br />255.00 <br />25.00 <br />420.00 <br />LENGTH <br />52.47 <br />116.96 <br />20.50 <br />39.06 <br />52.86 <br />89.55 <br />142.41 <br />169.54 <br />287.20 <br />39.56 <br />129.27 <br />230.69' <br />C4 <br />C6 <br />C7 <br />C8C9 <br />C11 <br />C12 <br />C10175.81'Δ =2 0 3 9 '3 4 " <br />R =4 2 0 <br />.0 0 ' <br />=15 1.4 4 ' <br />C1 <br />ΣΘ≅ΒΣ <br />Ψ,1 <br /> ΑΚΝΒϑ 0 <br />ΡΤΜΒ≅ΧΗ≅ , ΟΓ≅Ρ∆ 1 ΧΗΥΗΡΗΝΜ 6 <br />EASEMENT FOR ACCESS AND UTILITIES - SEE NOTE 11 ON SHEET 15 <br />40'20'20'143.44'Δ=35°34'14" <br />R=800.00' <br />L=496.66' <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,3 <br />5,815,330 S.F. <br />(133.502 ACRES) <br />477,590 S.F. <br />ΣΘ≅ΒΣ Ψ,1 <br />1,462,190 S.F. <br />(33.567 ACRES) <br />ΣΘ≅ΒΣ ΝΡ,0 <br />898,810 S.F. <br />(20.634 ACRES) <br />ΣΘ≅ΒΣ ΝΡ,1 <br />3,481,300 S.F. <br />(79.920 ACRES)1927.37'ΣΘ≅ΒΣ Ψ,2 <br />1,410,575 S.F. <br />(32.382 ACRES) <br />Δ = <br />4 0 <br />52 ' <br />42" <br />R =5 0 0 <br />.0 0 ' <br />=3 5 6 <br />. <br />4 ' <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 <br />ESTABLISHED QUARTER CORNER <br />POSITION BY SINGLE <br />PROPORTION. FOR ADDITIONAL <br />INFORMATION{ REGARDING <br />CORNER LOCATION, }SEE THOSE <br />RECORD OF SURVEYS <br />RECORDED UNDER AUDITOR'S