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11910 25 50 100 1 inch = 50 ft. SALT CREEK ROAD LAND SURVEY PLAT EAGLE COUNTY BOOK 1 PAGE 223 VARIABLE R.O.W. SALT CREEK ROAD LAND SURVEY PLAT EAGLE COUNTY BOOK 1 PAGE 223 70' R. 0.W. 70' N Cn T— W x C14 O O Q 60 00 x W WIRE -ENCE TRACT A (OPEN SPACE) FROST CREEK AND SALT CREEK PUD, FILING 2 REC.NO. 200814345 nvRx �.vRrtr�� SALT CREEK ROAD LAND SURVEY PLAT EAGLE COUNTY BOOK 1 PAGE 223 70' R.O.W. LEGAL DESCRIPTION: Lot 2, Horseshoe Hill Subdivision, according to the Amended Final Plat recorded MAY 4, 1996 in Book 696, Page 236, recorded at the office of the Clerk and Recorder, County of Eagle, State of Colorado. NOTES: 1) STREET ADDRESS: 1662 Salt Creek Road (Posted) 2) DATE OF SURVEY: September 5, 2019 3) BASIS OF BEARINGS: An assumed bearing of S00°00'00"E between a 1.5" Aluminum Cap on #5 Rebar, LS #13901 noted in a Land Survey Plat recorded in Book 1 Page 223 (52.09' from the northeast corner of Lot 2, Horseshoe Hill Subdivision, Amended Final Plat, recorded in Book 696, Page 236) and the southeast corner of said Lot 2, being a 1.5" Aluminum Cap on #5 Rebar, LS #11204 4) Location of improvements and lot lines are based upon the above—referenced Amended Final Plat, and Survey Monuments found at the time of this survey. No Title Commitment was provided for this survey. 5) NOTICE: According to Colorado Law you MUST commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of certification shown heron. 1,0 A ��. V` /WIRE FENCED HORSE CORRAL In LEGEND: Line # Length DENOTES SET SURVEY MONUMENT, El 1.5" ALUMINUM CAP ON #5 REBAR 1260.99' LS #38079 00' 00"E DENOTES FOUND SURVEY MONUMENT O 1.5" ALUMINUM CAP, ON #5 REBAR L3 LS #20695 NO1 ° 52' DENOTES FOUND SURVEY MONUMENT O 1.5" ALUMINUM CAP, ON #5 REBAR 12"W LS #26967 276.20' NO8` DENOTES FOUND SURVEY MONUMENT O 1.5" ALUMINUM CAP, ON #5 REBAR 00' LS #11204 L7 DENOTES FOUND SURVEY MONUMENT O 1.5" ALUMINUM CAP, ON #5 REBAR LS #13901 i1i DENOTES TELEPHONE PEDESTAL DENOTES PVC FIRE HYDRANT UNPLATTED MILLER FAMILY TRUST REC.NO. 201800491 LOT 1, HORSESHOE HILL SUBDIVISION BOOK 446 PAGE 124 BRYAN DEVINS AND SHANA THORPE IMPROVEMENT SURVEY PLAT LOTS 2, HORSESHOE HILL SUBDIVISION AMENDED FINAL PLAT SITUATED IN SECTIONS 24 8v 25, T.5 S., R.84W., 6TH P.M. COUNTY OF EAGLE, STATE OF COLORADO LINE TABLE FOR ORIGINAL PLAT Line # Length Direction CHORD BEARING CHORD LENGTH L1 1260.99' SOO* 00' 00"E L2 283.02' N88° 31' 58"W L3 833.90' NO1 ° 52' 40"W L4 248.67' N30` 54' 12"W L5 276.20' NO8` 59' 58"E L6 192.52' S88' 00' 02"E L7 210.83' S73° 42' 15"E CURVE TABLE FOR EASEMENTS Curve # RADIUS LENGTH DELTA CHORD BEARING CHORD LENGTH C1 69.14' 99.52' 082'28'17" N53° 24' 12"E 91.15 C2 25.00' 74.90' 171'39'29" SOO' 00' 46"E 49.87 O CONCRETE DRIVE O 40.2' I N90p0�ONGARAGE c6 E N N 9- I I 39.9' 1 L DETAIL LINE TABLE FOR EASEMENTS Line # Length Direction L8 109.96' N53' 48' 43"W L9 113.93' N12° 10' 14"E L10 151.26' S85° 21' 39"E L11 127.27' S83° 04' 13"E L12 25.31' S83' 04' 13"E L13 206.91' N89° 43' 29"W L14 20.51' S57' 36' 33"E L15 273.39' S73' 03' 05"E L16 228.00' N75° 59' 00"W L17 292.82' S33" 34' 00"W L18 22.51' S33° 34' 00"W L19 130.89' S33° 34' 00"W CONCRETE IRRIGATION DIVERSION CTRI ICTI IRF" I N O 00 N PARCEL 4, BRUCE CREEK RANCH BOOK 254 PAGE 976 o RACHEL OYS 00 00 z COUNTY SURVEYOR CERTIFICATION: Deposited this _Day of' � 2019 at -A,���M in Book Z of the Eagle County Surveyor's Land Survey Plats/ Rights—of—W y Surveys at Page This Land Survey Plat complies with Section 3 —51-102, of the Colorado Revised Statutes. CERTIFICATION: I, Randall P. Kipp, a Professional Land Surveyor in the State[ of Colorado, do hereby certify that this Land Survey Plat was prepared for Vail Valley Ranch, LLC, and is the result of a survey performed by me or under my direct supervision, responsibility and checking. I further certify that this Land Survey Plat is in conformance with 38-51-106 C.R.S.: Minimum Standards for Land Plats, and is based on the Ian surveyors knowledge information and belief, is in accordance with applicable stan ards of practice, and is not a guaranty or warranty, either expressed or implied. GO�S�ppi LL p ��cS'�� Randall P. Kipp P.L.S. #38079 Colorado Professional Land Surveyor OVERHANG WOOD DECK \ 26.0' o ------J °'• � rn 2ti 4 20.1' N 9.9' \ \ o LOG HOME ,j 1 i 44.2' i s z SCALE 3VILO,N �VeLOPF WOOD DECK �s�' m Z 4.4,.h 1))=20)