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1091LEGAL DESCRIPTION: That portion of Tract 47 - Sections 1 and 2; Tract 51 - Section 2; and Tract 53 - Sections 2 and 3, all situated in Township 5 South, Range 85 West of the Sixth Principal Meridian, according to the Independent Resurvey of said Township and Range approved by the U.S. Surveyor General in Denver, Colorado on June 20, 1922; which lies Northerly of and adjacent to the Northerly line of the Union Pacific Railroad Right -of -Way; Westerly of the Westerly line of the access road to the Brush Creek and Eagle River Ranch property; and easterly of the west boundary line of said Tract 53, in the County of Eagle, State of Colorado, being more particularly described as follows, to wit: Beginning at a point on the westerly boundary line of said Tract 53, being a found 1.5" Aluminum Cap, stamped LS #23089; from which the northwest section corner of said Section 2 bears N. 10°39'12" E. 2206.13 feet distant to a 2.5" Brass Cap, USGLO marking the northwest corner of said Section 2; thence along said Tract line N. 00°02'44" E. 437.76 feet also being the easterly property line of Lot 4 G.H. Daniels Subdivision Reception No. 907678, passing through a set 65' Witness Corner, a 2.5" Aluminum Cap, on #5 rebar, LS #38079, continuing to a point at the bottom of a steep slope being the corner; Thence along said steep slope the following 5 courses: 1) S. 74°32'38" E. 337.42 feet to a found 1.5" Aluminum Cap, stamped LS #14109 2) S. 77°14'59" E. 548.02 feet to a found 1.5" Aluminum Cap, stamped LS #14109 3) S. 60°50'01" E. 235.70 feet to a found 1.5" Aluminum Cap, stamped LS #14109 4) S. 89°03'32" E. 214.35 feet to a found 1.5" Aluminum Cap, stamped LS #14109 5) N. 87'57'01" E. 608.83 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 along the on #5 Stremme and Gates Irrigation Ditch; W. 187.16 feet to a set 2.5" Aluminum Cap, on #5 rebar, thence along said ditch the following 23 courses: N. 81°23'00" W. 760.99 feet to a set 2.5" Aluminum Cap, on #5 1) N. 67°37'42" E. 225.84 feet to a found 1.5" Aluminum Cap, stamped LS #14109 2) S. 84°19'05" E. 151.95 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 3) N. 70°09'25" E. 76.04 feet to a found 1.5" Aluminum Cap, stamped LS #14109 4) S. 57'14'13" E. 285.27 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 5) S. 76.17'10" E. 430.26 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 6) N. 85°21'14" E. 267.94 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 7) S. 74°39'23" E. 156.06 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 8) S. 64°04'10" E. 92.82 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 9) S. 82°26'58" E. 141.66 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 10) N. 71°15'14" E. 388.78 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 11) N. 76°50'55" E. 283.06 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 12) N. 81°11'06" E. 277.82 feet to a found 1.5" Aluminum Cap, stamped LS #14109 13) N. 62°45'48" E. 112.06 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 14) N. 77°46'14" E. 300.30 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 15) S. 78'44'37" E. 58.63 feet to a found 1.5" Aluminum Cap, stamped LS #14109 16) S. 34'06'50" E. 105.38 feet to a found 1.5" Aluminum Cap, stamped LS #14109 17) S. 59°19'19" E. 149.56 feet to a found 1.5" Aluminum Cap, stamped LS #14109 18) S. 73°40'35" E. 179.06 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 19) N. 59'09'30" E. 214.93 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 20) S. 46'23'24" E. 116.17 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 21) N. 88'00'38" E. 316.20 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 22) N. 46"15'36" E. 83.06 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 23) S. 80°46'57" E. 581.74 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079; located south of the Headgate of the Stremme and Gates Irrigation Ditch; thence S. 85'23'52" E. 404.22 feet to a corner in the approximate center line of the Eagle River; thence along said approximate center line N. 74'55'55" E. 177.81 feet to a corner on the Westerly line of the access road to the Brush Creek and Eagle River Ranch property; thence along said Westerly line S. 07'19'30" E. 261.42 feet passing through a set 130' witness corner, a 2.5" Aluminum Cap on #5 rebar, LS #38079 and continuing to a found 1.5" Aluminum Cap, stamped LS #14109, #32 on the Northerly Right -of -Way line of the Union Pacific Railroad as it now exists; thence leaving said westerly line along said Northerly Right -of -Way line the following 7 courses: 1) 661.53 feet along the arc of a 5672.67 foot radius curve to the right whose long chord BOUNDARY LINE bears S. 85°40'12" W. 661.15 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 2) S. 89'06'21" W. 622.94 feet to a corner to a set 2.5" Aluminum Cap, on #5 rebar, LS DENOTES #38079 DENOTES ADJOINER PROPERTY LINES 3) S. 89°09'03" W. 3196.72 feet to a corner to a set 2.5" Aluminum Cap, on #5 rebar, LS DENOTES #38079 - - DENOTES SECTION LINES 4) 913.21 feet along the arc of a 5557.71 foot radius curve to the right whose long chord OVERHEAD WIRE bears N. 86°02'55" W. 912.19 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 5) N. 81°32'24" W. 187.16 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 6) N. 81°23'00" W. 760.99 feet to a set 2.5" Aluminum Cap, on #5 rebar, LS #38079 7) N. 81 °19'33" W. 858.72 feet to the POINT OF BEGINNING. ELECTRIC METER Said parcel containing 59.684 acres +-. DENOTES Excepting therefrom an easement for ingress and egress described as follows, to Wit: Beginning at a point on the Northerly Right -of -Way line of said Union Pacific Railroad as it now exists, from which the northwest section corner of said Sections 2 bears N. 28°08'56" W. 2752.89 feet distant to a 2.5" Brass Cap, USGLO marking the northwest corner said Section 2; thence along the said Northerly Right -of -Way line of the Union Pacific Railroad as it now exists, N. 81'32'34" W. 50.94 feet; thence N. 02°34'54" W. 25.06 feet; thence N. 55'31'24" W. 150.36 feet; thence N. 17'10'51" W. 219.76 feet; thence N. 61°46'08" W. 92.63 feet to a point on the Northerly line of the above described parcel; thence along said Northerly line N. 87°57'01" E. 99.16 feet; thence S. 61' 46'08" E. 27.50 feet; thence S. 17'10'51" E. 222.88 feet; thence S. 55°31'24" E. 157.87 feet; thence S. 02°34'54" E. 59.71 feet to the point of beginning. Said parcel containing 0.549 acres +-. Also Excepting therefrom; Parcel No. 103 of the Department of Transportation, State of Colorado, Project No. IM 0702-229 containing 2.251 acres, more or less, situated in tract 51 - Section 2, Township 5 South, Range 85 West, of the Sixth Principal Meridian, in the County of Eagle, State of Colorado, said Parcel being more particularly described as follows: Commencing at the NW corner of said Section 2, thence S. 45'40'20" E., a distance of 2979.89 feet to a point on the southerly boundary of the Eagle Ranch Subdivision and also being the northerly line of the above described Nottingham Parcel and being the POINT OF BEGINNING; 1. Thence S. 6°00'43" E., a distance of 422.48 feet to the northerly Right -of -Way line of the Union Pacific Railroad (As located February 2018); 2. Thence 201.72 feet along said northerly line along the arc of a curve to the right having a radius of 5557.71 feet, a chord bearing N. 88°33'16" W., and chord distance of 201.71 feet); 3. Thence leaving said Right -of-Way, N. 6°00'43" W., a distance of 556.95 feet to the southerly boundary of said Eagle Ranch Subdivision and the northerly boundary of said Nottingham Parcel; 4. Thence along said northerly boundary, S. 57'14'13" E., a distance of 256.54 feet, to the POINT OF BEGINNING. Said parcel containing 2.251 acres +-. IMPROVEMENT SURVEY PLAT NOTTINGHAM SAND AND GRAVEL CO. LAND SITUATED IN TRACT 47 -SECTION 1 & 2; TRACT 51 -SECTION 2; TRACT 53 -SECTION 2 & 3; All in TSS, R85W of the Sixth P.M. County of Eagle, State of Colorado -70 N10° 39' 12"E 2206.13' FOUND 2 " BRASS CAP, ON 2" PIPE MAR ING TRACT CO NER TR 53, AP2 '-RRR•OW -U. S. HIGHWAY_� R.O. W. SO' 04' 37"W r VVIVU J.LJ /1LV IV I I IN V II CAP, ON 2" PIPE MARKING TRACT CORNER TR 53, 55 AND 5( LS#3342E I EAGLE AIRPORT 1 0 250 500 1000 I I 1 inch = 500 ft. FOUND 2.5" BRASS CAP, ON 2" PIPE MARKING THE NW CORNER SECTION 2 1--70 SURVEY NOTES: 1) Date Of Survey: January -April 2018 2) Street Address: (Not posted) 3) Location of Improvements, lot lines, setback lines, and easements are based upon Title Commitment No.1200938-C provided by Title Company of The Rockies, with an effective date of June 14, 2017 and Survey Monuments found at the time of the survey 4) Utilities are based on field locations. All utility locations should be considered approximate. 5) Basis of Bearings: An assumed bearing of S88°11'19"E between a found 1.5" Aluminum Cap stamped LS #23089 marking the southwest corner of the subject property and a found 1.5" Aluminum Cap, stamped LS #14109, marking the southeast corner of the subject property. All bearings hereon being relative thereto. 6) U.S Survey Feet was used for this Survey. 7) The centerline of the railroad tracks were located and used to determine the Railroad Right of Way and the south boundary of the subject parcel. The original deed calls out the north fence line as the Right of Way, which was not accepted as the north line of the Railroad Right of Way. 8) 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. COUNTY SURVEYOR CERTIFICATION: (� Deposited this _ Day of _______ 20J,8�at ll�QVJ, in Book q,of the Eagle County Surveyor's Land Survey Plats/ Rights -of -Way Surveys at Page is�g1_-_ This Land Survey Plat complies with Section 38-51-102, of the Colorado Revised Statutes. FOUND 2.5" BRASS CAP, ON 2" PIPE MARKING TRACT CORNER TR 45A, AP2 AND TR 47, _AP1 1-70 TRACT 45A __N21* 47' 01"W i i TRACT 48 CERTIFICATION: I, Randall P. Kipp, a Professional Land Surveyor in the State of Colorado, do hereby certify that this Improvement Survey Plat was prepared for Nottingham Sand And Gravel Co., 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 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. pRA001/�F C, NpALL A •. �/JT 38079 • LAND S� Randall P. Kipp P.L.S. #38079 Colorado Professional Land Surveyor LEGEND: DENOTES BOUNDARY LINE DENOTES EASEMENT LINE DENOTES APPROXIMATE TRACT LINE DENOTES TIE LINE DENOTES ADJOINER PROPERTY LINES - - DENOTES CENTERLINE OF DITCH - DENOTES UPRR RIGHT OF WAY - - DENOTES SECTION LINES ----D D DENOTES STORM PIPE QZ-QE-QE- DENOTES OVERHEAD WIRE DENOTES FENCE 0 DENOTES TELEPHONE PEDESTAL -U DENOTES SIGN DENOTES WATER WELL HEAD DENOTES SANITARY MANHOLE 0 DENOTES ELECTRIC METER DENOTES UTILITY POLE DENOTES T.O.G. CONTROL MONUMENT - 2" ALUMINUM CAP ON 2" PIPE ® OO DENOTES FOUND SURVEY MONUMENT AS NOTED O DENOTES SET 2.5" ALUMINUM CAP ON #5 REBAR LS# 38079 DENOTES FOUND SECTION AND TRACT CORNERS 1--70 SURVEY NOTES: 1) Date Of Survey: January -April 2018 2) Street Address: (Not posted) 3) Location of Improvements, lot lines, setback lines, and easements are based upon Title Commitment No.1200938-C provided by Title Company of The Rockies, with an effective date of June 14, 2017 and Survey Monuments found at the time of the survey 4) Utilities are based on field locations. All utility locations should be considered approximate. 5) Basis of Bearings: An assumed bearing of S88°11'19"E between a found 1.5" Aluminum Cap stamped LS #23089 marking the southwest corner of the subject property and a found 1.5" Aluminum Cap, stamped LS #14109, marking the southeast corner of the subject property. All bearings hereon being relative thereto. 6) U.S Survey Feet was used for this Survey. 7) The centerline of the railroad tracks were located and used to determine the Railroad Right of Way and the south boundary of the subject parcel. The original deed calls out the north fence line as the Right of Way, which was not accepted as the north line of the Railroad Right of Way. 8) 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. COUNTY SURVEYOR CERTIFICATION: (� Deposited this _ Day of _______ 20J,8�at ll�QVJ, in Book q,of the Eagle County Surveyor's Land Survey Plats/ Rights -of -Way Surveys at Page is�g1_-_ This Land Survey Plat complies with Section 38-51-102, of the Colorado Revised Statutes. FOUND 2.5" BRASS CAP, ON 2" PIPE MARKING TRACT CORNER TR 45A, AP2 AND TR 47, _AP1 1-70 TRACT 45A __N21* 47' 01"W i i TRACT 48 CERTIFICATION: I, Randall P. Kipp, a Professional Land Surveyor in the State of Colorado, do hereby certify that this Improvement Survey Plat was prepared for Nottingham Sand And Gravel Co., 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 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. pRA001/�F C, NpALL A •. �/JT 38079 • LAND S� Randall P. Kipp P.L.S. #38079 Colorado Professional Land Surveyor