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1052NW CORNER OF THE NE QUARTER OF SECTION 21 FOUND 2 -1/2" DIAMETER BRASS CAP ON A 2" DIAMETER PIPE, UP 0.8' FROM GROUND STAMPED "US GENERAL LAND OFFICE SURVEY S1 6/S21 1918" a 25 so 100 200 1 xlch - 100 ft R1, MA EGEND SECTION 21, TOWNSHIP 4 SOUTH, RANGE 83 WEST, 6TH PRINCIPAL MERIDIAN, S89'05'20 "E 1312.61' — — TRUE CORNER FOR THE E1/16 CORNER OF SE NW1 /4 NE1 /4 SECTION 21 T4S R83W MONUMENT SET, AS DESCRIBED ALIQUOT OR TRACT CORNER, AS DESCRIBED SECTION LINE PROPERTY LINE SET 2" ALUMINUM CAP ON A #,r STAMPED "MERRICK & CO. PLS 3082 SECTION 16 T4S R83W BASIS OF BEARINGS COUNTY OF EAGLE, STATE OF COLOR DO ILN72itif #T A .._....... .... __ .... .. _ ., . ..__......_... CAP ON A #6 REBAR SE1 /4 NE1 /4 SECTION 21 STAMPED "MERRICK & CO. N1/16 S21IS22 T4S R83W PLS 30822 2016" 0®❑❑ M E R R i C K® - 1300 & COMPANY 5970 Greenwood Plaza Blvd., Greenwood Village, CO 80111 MERRICK sli(mnm DATE MON 22 J0C 11/2/2016 DESIGNED a 2 inch diameter pipe up 0.8 feet from the ground and stamped, `US General Land OC R� JAW 11/2/2016 APPROVED TGB 11/18/2016 THIS AND ANY OTHER ELECTRONIC MEDIA COUNTERPART IS AN INSTRUMENT OF SERVICE PREPARED BY MERRICK AND COMPANY FOR A DEFINED PROJECT. IT IS NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE IN WHOLE OR IN PART ON EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. REUSE OR MODIFICATION, OF ANY UTILIZATION IF NOT A FINISHED INSTRUMENT, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF MERRICK AND COMPANY SHALL BE AT THE SOLE RISK FOR THE UNAUTHORIZED USER WITHOUT LIABILITY OR LOSS EXPOSURE TO MERRICK AND COMPANY. CLIENT sKMNRE CAT REVIEW Quarter of Section 21 a distance of 728.88 feet; APPROVED distance of 151.44 feet; �/�p gyp 9IM—N 8!W.Icott Substation_Boundary 20161025 [CO83 —CF MOD].dwg .L; "UN 15 4S R83W PROPERTY DESCRIPTION PARCEL A — — A parcel of land being the Lot 1 of Section 21, Township 4 South, Range 68 West of the 6th Principal Meridian, County of Eagle, State of Colorado, being more particularly described as follows: MON 22 S R83W BEGINNING at the Northeast Corner of said Section 21, being a 2 -1/2 inch brass cap on a 2 inch diameter pipe up 0.8 feet from the ground and stamped, `US General Land Office Survey T4S R83W S161S15/S21IS22 1918'; from whence the Northwest Corner of the Northeast Quarter of said Section 21, being a 2 -1/2 inch diameter brass cap on a 2 inch diameter pipe up 0.8 feet from the ground and stamped, `US General Land Office Survey T4S R83W S161S21 1918'; bears N89.05'20'W a distance of 2625.22 feet; THENCE SOO.44'34 "W along the easterly line of said Northeast Quarter of the Northeast Quarter of Section 21 a distance of 1320.18 feet; THENCE N89'07'39 "W along the southerly line of said Northeast Quarter of the Northeast Quarter of Section 21 a distance of 728.88 feet; THENCE N00.50'58 "E along the easterly line of said Tract 53 to Corner 1 thereof a distance of 151.44 feet; THENCE N89'15'48 "W along the northerly line of said Tract 53 of a distance of 601.90 feet; THENCE N01•37'05 "E along the westerly line of said Northeast Quarter of the Northeast Quarter of Section 21 a distance of 1171.15 feet; THENCE S89.05'20 "E along the northerly line of said Northeast Quarter of the Northeast Quarter of Section 21 a distance of 1312.61 feet; to the POINT OF BEGINNING. Containing 38.015 Acres (1,655,915 square feet), more or less. 1. BASIS OF BEARINGS Bearings are assumed and are based upon the north line ?of the Northeast Quarter of Section 21, Township 4 South, Range 83 West of the 6th Principal Meridian, County of Eagle, State of Colorado as bearing N89'05'20 "W between the monuments shown hereon. 2. UNIT OF MEASUREMENT The -unit of measurement used in this survey is U.S. Survey Feet. 3. STATUTE OF LIMITATIONS 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 the certification shown hereon. 4. TITLE COMMITMENT NOTE This survey does not constitute a title search by Merrick & Company to determine ownership or easements of record. For all information regarding easements, rights —of —way, and title of record Merrick & Company relied upon Title Commitment Number VC50045484, prepared by First American Title Insurance Company, dated October 7, 2016 at 5:00 P.M. 5. DATE OF SURVEY The field work for this survey was completed on November 1, 2016. 6. ESTABLISH OR RESTORE PROCEDURES I Procedures used to establish or restore the following Public Land Survey Monument or Aliquot corner: a.) Corner restoration procedures along township, range, section and other interior section lines were performed in accordance with the Manual of Surveying Instructions Cadastral Survey of 2009 by the United States Department of the Interior — Bureau of Land Management. 7. SURVEYORS STATEMENT 1, Todd G. Beers, a Licensed Professional Land Surveyor in the State of Colorado do hereby state that the survey (as defined in 12- 25- 202(6)(a), C.R.S.) and this resulting plat was made under my responsible charge and is in accordance with applicable standards of practice and that the monuments shown hereon actually exist and that this plat and the notes shown hereon accurately represents said survey to the best of my knowledge, information and belief. This statement is not a guaranty or warranty, either expressed or implied. W +• 6 i 30822 Todd G. Be�i$�� 2 Date: Novembef /n I Job No.: 65318728 -88 For and on behalf of Merrick & Company 8. COUNTY SURVEYOP 'S CERTIFICATE Deposited this day of 2 at M., in Book —� of the Eagle County Surveyor's Land Survey Plats /Right of Way Surveys at Page �[Q� This Land Survey Plat complies with Section 38 -51- 106(1) of the Colorado Revised Statutes. .--4 County Surveyor /Deputy C unty Surveyor WOLCOTT SUBSTATION EAGLE, COLORADO CLIENT PROJECT NO. MERRICK PROJECT NO. 65318728 -88 SCALE: 1 INCH = 100 FEET Imm. LAND SURVEY PLAT SECTION 21, T4S R83W, 6TH P.M. COUNTY OF EAGLE, STATE OF COLORADO 1 OF 1