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LEGAL DESCRIPTION OF RON EBBERTS' GRAVEL PIT AREA <br />ALL THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER <br />OF THE NORTHWEST QUARTER AND THE NORTH HALF OF THE NORTHWEST <br />QUARTER OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 43 <br />NORTH, RANGE 17 WEST, N.M.P.M., COUNTY OF SAN MIGUEL, STATE <br />OF COLORADO, DESCRIBED MORE PARTICULARLY AS FOLLOWS: <br />Beginning at a 5/8" rebar with aluminum cap stamped LS 20147 <br />set in the West line of the Southwest quarter of section 20 <br />whence the Southwest corner of section 20 which is the found <br />original sandstone bears South 00'38'15" West, a distance <br />of 2434.72 feet, and whence the Northwest corner of section <br />20 which is the found original sandstone bears North <br />00'38'15' East, a distance of 2844.74 feet, and whence the <br />West quarter corner of section 20 which is a 3/4" bar with 3" <br />aluminum cap properly stamped by LS 20147 bears North <br />0938'15" East, a distance of 205.01 feet; <br />thence leaving said West line N 39'16'58" E, a distance of <br />582.89' to a 5/8" rebar with aluminum cap stamped L.S. 20147; <br />thence N 61'43'16" E, a distance of 539.66' to a 5/8" rebar <br />with aluminum cap stamped L.S. 20147; <br />thence S 79'21'09" E, a distance of 108.25' to a 5/8" rebar <br />with aluminum cap stamped L.S. 20147; <br />thence S 27'31'46" W, a distance of 322.74' to a 5/8" rebar <br />with aluminum cap stamped L.S. 20147; <br />thence S 32'04'10" W, a distance of 878.31' to a 5/8" rebar <br />with aluminum cap stamped L.S. 20147; <br />thence N 66'13'08" W, a distance of 368.64' to a 5/8" rebar <br />with aluminum cap stamped L.S. 20147; <br />thence N 00'37'57" E, a distance of 194.99' to the point of <br />beginning, and containing 9.844 acres, more or less. <br />THE BASIS OF BEARINGS FOR THIS LEGAL DESCRIPTION IS BASED ON <br />THE ASSUMPTION THAT THE WEST LINE OF SECTION 20 BETWEEN THE <br />FOUND ORIGINAL SANDSTONE MONUMENTS AT THE SOUTHWEST CORNER <br />AND THE NORTHWEST CORNER OF SECTION 20 HAS A BEARING OF <br />NORTH 00'38' 15" EAST — 5279.46' <br />6 <br />2 <br />�SW COR SEC 20, F <br />SS 4"x8 "x20 ", BEN <br />TREES & STONE Mi <br />I <br />t6 <br />NORTHWEST CORNER OF SECTION 20, <br />FOUND SANDSTONE 8 "x6"x4" OUT OF <br />THE GROUND — 5 NOTCHES ON EAST <br />AND 3 NOTCHES ON SOUTH. <br />, <br />1 <br />i <br />i <br />l <br />/ WEST 1/4 CORNER SECTION 20 <br />SET 3/4" BAR WITH 3" ALUMINUM <br />CAP PROPERLY ST AMPED. <br />A SURVEY !OF <br />OF THE WEST <br />A PORT ON <br />HALF <br />SECT ON 20, To 43 <br />OF <br />N C.) <br />7 W., N,M-P,M., <br />SAN M GUEL COUNTY, <br />COLORADOO <br />>ry <br />RECEIVED <br />OCT 0 12012 <br />D{utgjgn of Reclamation, <br />Mining & Safety <br />(zc'o <br />IA -VO -03 Y <br />,Annv�t rnAP <br />BASIS OF BEARINGS <br />THE BASIS OF BEARINGS FOR THIS PLAT IS BASED <br />ON THE ASSUMPTION THAT THE WEST LINE OF <br />SECTION 20 BETWEEN THE FOUND SET STONES AT <br />THE NORTHWEST CORNER AND THE SOUTHWEST <br />CORNER OF SECTION 20 HAS A BEARING OF: <br />NORTH 00 "38'15" EAST — 5279.46' <br />SURVEYOR'S CERTIFICATE <br />I HEREBY CERTIFY THAT THIS PLAT WAS PREPARED <br />FROM FIELD NOTES OF A SURVEY PERFORMED BY <br />ME OR UNDER MY DIRECT SUPERVISION, AND THAT <br />IT IS CORRECT TO THE BEST OF MY KNOWLEDGE <br />AND BELIEF. LOCATING APPARENT EASEMENTS <br />AND /OR RESEARCHING AND SHOWING EXISTING <br />EASEMENTS AND RIGHTS OF WAY WAS NOT A PART <br />OF THE SURVEY WORK TO BE DONE. <br />Aj <br />sz -JQcz_ S— / -�99G <br />WAYNE E. E COLORADO LICENSED SURVEYOR No. 20147 <br />LEGEND <br />These standard symbols will <br />be found in the drawing. <br />■ SET 5/8" REBAR /ALUM CAP LS 20147 <br />0 SECTION OR SUBSECTIONAL CORNER <br />AS DESCRIBED HEREON <br />BOUNDARY OF PROPOSED PIT AREA <br />SECTION OR SUBSECTIONAL LINE <br />BLM <br />MINERAL <br />SALE <br />No. <br />COC <br />95065 <br />BLM <br />MINERAL <br />SALE <br />No. <br />COC <br />56167 <br />FOUR CORNERS SURVEYING <br />21283 COUNTY ROAD P, CORTEZ, COLORADO 81321 <br />(970) - 565 - 4884 <br />DISAPOINTMENT VALLEY GRAVEL PIT <br />DRAWN DATE RON EBBERTS <br />W. LEE 4 -22 -96 P.D, BOX 223 <br />APPROVED DATE EGNAR, COLORADO 81325 <br />BY <br />SCALE SHEET SHEET PRaJECT NO. <br />1 INCH = 50 FEET 1 DF 1 705PIT.DVG <br />