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1183LEGAL DESCRIPTION: A part of Parcel 2 and 3 situated in Tract 55, Section 3, Township 5 South, Range 85 West, of the Sixth Principal Meridian and Tract 58, Section 3 and 4; Township 5 South, Range 85 West, of the Sixth Principal Meridian, described in the Special Warranty Deed recorded in Book 116 Page 351 and Quit Claim Deed recorded March 27, 2017 in Reception No. 201705120; also being known as a part of Colorado State Highway 6, Project NRH 240-D, being more particularly described as follows: COMMENCING (P.O.C.) at Corner 3 of said Tract 55, being a found 3.5" Aluminum Cap, on #6 rebar, stamped LS #37958; thence N 68'01'00" E, 1865.82 feet to the POINT OF BEGINNING (P.O.B.), a found C.D.O.T. Right of Way Monument on the southerly Right of Way of said Colorado State Highway 6, being a 3.25" Brass Cap, on looped #5 rebar, stamped CDOT. Said bearing being the assumed Basis of Bearings for this legal description hereon. Thence along the southerly Right of Way of said Colorado State Highway 6 the following 7 courses: 1) S 88'37'16" W, 1535.46 feet to a found 2" Aluminum Cap, on #5 Rebar, LS# 37902; 2) 361.28 feet along a curve to the right, having a radius of 6363.33 feet, with a chord bearing N89'39'24" W, chord distance of 361.23 feet to a found 1.25" Yellow Plastic Cap on #5 rebar, LS# Illegible; 3) S 02'04'46" W, 5.00 feet to a found 1.25" Yellow Plastic Cap on #5 rebar, LS# Illegible; 4) N 87'42'44" W, 42.07 feet to a found 2.5" Aluminum Cap on #5 rebar, LS# 23524; 5) N 87'30'14" W, 287.50 feet to a found 1.5" Aluminum Cap on #5 rebar, LS# 37935; 6) 437.45 feet along a curve to the left, having a radius of 5675.04 feet, with a chord bearing N89'42'44" W, chord distance of 437.35 feet to a point; 7) S 88'04'46" W, 1060.00 feet to a point on said southerly right of way, from which a found 1.25" Yellow Plastic Cap on #5 rebar, LS# Illegible, bears S 88'04'46" W, 2456.58 feet; Thence leaving said southerly Right of Way N 01'53'05" W, 103.56 feet to the southerly Right of Wa of the Union Pacific Rail Road. Thence along the said southerly Right of Way the following 7 courses: 1) Running parallel 50 feet offset south of the centerline of the Union Pacific Railroad rails, N 88'06'38" E, 1996.16 feet to a point on Tract 55 and 58; 2) S 00'02'31" E, 50.03 feet to a point; 3) N 88°06'38" E, 671.08 feet to a point; 4) 409.05 feet along a curve to the right, having a radius of 31887.16 feet, with a chord bearing N88'19'51" E, chord distance of 409.05 feet to a point; 5) 316.42 feet along a curve to the right, having a radius of 5397.57 feet, with a chord bearing S89'20'29" E, chord distance of 316.37 feet to a point; 6) N 02'20'17" E, 50.00 feet to a point; 7) 331.76 feet along a curve to the right, having a radius of 5446.20 feet, with a chord bearing S 85'55'00" E, chord distance of 331.71 feet to a point; Thence leaving said southerly Right of Way of the Union Pacific Railroad, S 00'54'59" E, and 117.14 feet to the POINT OF BEGINNING. Said parcel containing 9.5974 acres +-. BENCHMARK: NGS J280 O BRASS CAP IN CONCRETE O Ln O O Ln INK P 1111111111111 PARCEL NO. 2 13116 P351/ AND RECEPTION NO. 201705120 36" CMP AND HDPE PIPE APPARENT DITCH EASEMENT FOUND SURVEY MONUMENT 2.5" ALUMINUM CAP 1 O 31 MIS nn CV f I OIN A o z Y I I o i I (M) _ ILINE AND = CURVE TABLE I 00) U-) Lii l L.f) �-I al u -- -- nr�I rill' - - �I 0 0 0 I I I I I I S89' 00' 30"W 153.45' 1 I S0002'31 "E 50.03' (M) FOUND RIGHT OF WAY WOOD FENCE POST, BURIED I S2004'46"W I I LAND SURVEY PLAT A Part of Parcel 2 and 3 Situated in Tract 55 and Tract 58, Sections 3 8v 4 Township 5 South, Range 85 West, 6th. P.M. AKA: Colorado State Highway 6 Right of Way - Project NRH 240-D Mile Marker 144-145 Town of Gypsum, County of Eagle, State of Colorado LEGEND: DENOTES FOUND SURVEY MONUMENTS AS NOTED ON SHEET 1-3. DENOTES SET SURVEY MONUMENT 1.5" ALUMINUM CAP ON #5 REBAR LS #38079 FIELD MEASURED BEARINGS AND DISTANCES DEEDED BEARINGS AND DISTANCES DENOTES RIGHT OF WAY BOUNDARY DENOTES ADJOINER PROPERTY LINES DENOTES TRACT LINES DENOTES SECTION LINES DENOTES FENCE LINE UNION PACIFIC RAILROAD HELD THE CENTERLINE OF NORTH r5ND SOUTH RAILS FOR CENTER OF THE 150' RIGHT OF WAY 0' LEFT 100' RIGHT N88006'38"E 671.08' (M) L8 PARCEL NO. 3 13116 P351 / AND RECEPTION NO. 0 40 80 160 1 inch = 80 ft.. 0 6 L0 I R=31887.16' L=409.05' CH.B.=N88'19'51"E CH.L.=409.05' D=0'44'06" M 0 0 O OVERHEAD WIRES APPARENT EASEMENT COUNTY SURVEYOR CERTIFICATION: Deposited this T Day of _ _ 2019 at _ � _, in Book ,2 - of the Eagle County Surveyor's Land Survey Plats/ Rights -of -Way Surveys at Page _II $-a_-. This Land Survey Plat complies with Section 38-51-102, of the Colorado Revised Statutes. SURVEY NOTES: 1) Date Of Survey: February 25, 2019 2) Street Address: (Not posted) 3) Location of the Right of Way boundary was based on the Special Warranty Deed recorded in Book 116 Page 351 and Quit Claim Deed recorded March 27, 2017 in Reception No. 201705120 and Survey Monuments found at the time of the survey 4) Basis of Bearings: An assumed bearing of N 68'01'00"E between a found 3.5" Aluminum Cap on #6 rebar, LS# 37958, marking Corner 3 of Tract 55, Township 5S, Range 85 West, of the 6th P.M., and a found 3.25" Brass Cap on looped #5 rebar, stamped CDOT, marking the southerly Right of Way boundary of Colorado State Highway 6. All bearings hereon being relative thereto. 5) U.S Survey Feet was used for this Survey. 6) The centerline of the Union Pacific Railroad tracks were located and used to determine the south Railroad Right of Way location and the north Right of Way boundary of Colorado State Highway 6. 7) 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 hereon. NION PACIFIC RAILROAD HELD THE CENTERLINE OF NORTH AND SOUTH RAILS FOR CENTER OF SET SURVEY MONUMENT THE 100' RIGHT OF WAY, 1.5" ALUMINUM CAP 50' LEFT AND 50' RIGHT ON #5 REBAR, LS# 38079 (TYPICAL) O 6 LO N 2020"17" E 0 50.00' (M) 0 R=5446.20' L=331.76' R=5397.57' CH.B.=585'55'00"E L=316.42' CH.L.=331.71' CH.B.=S89'20'29"E c6 D=3'29'25" M CH.L.=316.37' -�-- c5 D=3'21'32" M S0054'590"E 0 117.14' (M) P.O.B. V, (M) ON #5 REBAR, LS# 23524 5.00 (M) 201705120 ACCEPTED I L1 , 5.04 L3 L2 C2 D=3'15'11" (M) c1 " ,,-', S88 3716 W 1535.46 (M) FOUND SURVEY MONUMENT 7.45' 3 --o--- R=6363.33' ON RIGHT OF WAY LINE 2" ALUMINUM CAP ON #5 REBAR 7 '42'44"W N87'30'14"W N87042'44W L=361.28' FOUND SURVEY MONUMENT LS #37902 (TYPICAL) 37.35' 287.50' (M) 42.07'(M)� CH.B.=N89'39'24"W #5 REBAR, NOT ACCEPTED VAIL VALLEY RANCH LLC ACCEPTED- --- N87-30" CH.L.=361.23' RECEPTION NO. 721707 VEY MONUMENT .w i ALUMINUM CAP 69. yy o3 / FOUND SURVEY MONUMENTS FOUND SURVEY MONUMENT 9305, ACCEPBTED 583 1.25" YELLOW PLASTIC CAPS I 2" ALUMINUM CAP ON #5 REBAR ' ON #5 REBAR, LS# ILLEGIBLE I LS #37902 (TYPICAL) - FOUND SURVEY MONUMENTS ACCEPTED I ACCEPTED 3.25" BRASS CAPS I- ON LOOPED #5 REBAR, STAMPED CDOT :FOUND SURVEY MONUMENT I ACCEPTED / #5 REBAR 31 MIS NIco O F ��P0NGS . r- ---- 0 l �PS�S OPSS�MEo�- CERTIFICATION: I • o; o 1 I N68 $6y 82 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 I , Plat is in conformance with 38-51-106 C.R.S.: Minimum Standards for Land I ' Plats, and is based on the land surveyors knowledge information and belief, is in accordance with applicable standards of practice, and is not a guaranty or warranty, either expressed or implied. V � .•JF, I �• I •o -D 380�9 20 I P 0 C DEED LINE TABLE Line # Direction Length L1 S88' 36' 37"W 1535.70 L2 S2' 11' 37"W 5.00 L3 N87' 23' 23"W 287.50 L4 S88' 11. 37"W 1056.03 L5 N1' 48' 23"W 105.01 L6 N88' 11' 37"E 1990.17 L7 S2' 53' 23"E 147.90 L8 N88' 11' 37"E 1014.00 L9 N2' 07' 37"E 50.00 L10 S1' 23' 23"E 119.34 SO' 54' 59"E 20.00' DEED CURVE TABLE Curve # Radius Delta Arc Length Chord Bearing Chord Length C1 5780.00' 1'55'23" 194.00' N89' 54' 30"E 193.99' C2 5780.00' 1'41'42" 171.00' S89' 58' 40"E 170.99' C3 5785.00' 1 0'25'01" 42.10' S87' 10' 53"E 42.10' C4 5675.00' 4'25'01" 437.50' N89' 35' 53"W 437.39' C5 5630.00' 3'55'42" 386.00' N89' 50' 33"W 385.92' C6 5680.00' 3'20'12" 330.77' N86' 13' 25"W 330.72' �;-19 ;moo I . . . FOUND SURVEY MONUMENT `� FOUND SURVEY MONUMENT 3.5" ALUMINUM CAP ON #6 LAND S� I 3.5" ALUMINUM CAP ON #6 REBAR, LS #33428 LAND SURVEY PLAT Randall P.L.S. #38079 I REBAR, LS #37958 TRACT 55, COR. 4 KIPP L Colorado Professional Land Surveyor I TRACT 55, COR. 3 A Part of Parcel 2 and 3, Situated in Tract 55 and Tract 58 ISections 3 and 4, Township 5 South, Range 85 West, 6th. P.M. TRACT --55- TRACT 55ff) AKA: Colorado State Highway 6 Right of Way, Project NRH 240 -Dl CORNER 4 TRACT 58 CORNER 3 _,� `� CORNER 4 N89' 22' 51 "E - _ TRACT 55 _ - _ - _ - _ _ _ _ �, _ _ _ _ _ _ _ _ _ _ _ _ �� Town of Gypsum, County of Eagle, State of Colorado F TRACT 5� - --- _-- -- -- -- 3950.25'- -- -- TRACT 52 TRACT 56 v Ea CORNER 1 Q JOB NO.. 18148 DATE' 6-20-19 (g _ ------ TRACT 59 TRACT 52 � ------ TRACT 59 CORNER 1 I CORNER 2 VDWG NAME.' email: randy) c-L/Cc-T -1 nF- 7