Laserfiche WebLink
10/09/2000 11:55 RECOR•EE: 5120.00 •GE #: 0007 OF 0024 <br />CHAFFEE COUNTY, CO, 70YCE M RENO - CLERK 8 RECORDER REC #: 313855 <br />LEGAL DESCRIPTION <br />OF A '~~ <br />40 FOOT WIDE SPUR ROAD `'mss pp ~~.~ <br />EASEMENT %p`~ f ~ GAO <br />A TRACT OF LAND LOCATED IN SECTION 33, TOWNSHIP 50 NORTH, R'iE~ <br />6 EAST, SECTION 4, TOWNSHIP 49 NORTH, RAGNE 6 EAST OF THE NEW soa <br />MEXICO PRINICIPAL MERIDIAN, CHAFFEE COUNTY, COLORADO, THE Coo~o <br />CENTERLINE OF WHICH IS MORE PARTICULARLY DESCRIBED AS 9` <br />FOLLOWS: <br />COMMENCING AT THE SECTION CORNER COMMON TO SAID SECTIONS 32, <br />33, TOWNSHIP 50 NORTH, RANGE 6 EAST AND SECTIONS 4 AND 5, <br />TOWNSHIP 49 NORTH, RANGE 6 EAST, FROM WHICH CORNER NUMBER 6 OF <br />THE HAWK EYE NUMBER llI, MINERAL SURVEY M.S. 20803 A FOUND 2 '/: <br />INCH PIPE CAP MARKED H.E. III, 6(20803 BEARS S 07°27'29" W, A DISTANCE <br />OF 1,018.72 FEET; <br />THENCE S 51°49'44" E, A DISTANCE OF 390.00 FEET TO THE BEGINNING OF <br />SAID 40 FOOT WIDE INGRESS/EGRESS EASEMENT, ALSO THE BEGINNING OF <br />A CURVE, THE CHORD OF WHICH BEARS N 23°47' 17"E, A DISTANCE OF 57.07 <br />FEET HAVING A RADIUS OF 50.00 FEET, THIS BEING THE TRUE POINT OF <br />BEGINNING; <br />THENCE ALONG THE CENTERLINE OF SAID 40 FOOT INGRESS/EGRESS <br />EASEMENT THE FOLLOWING CURVES; <br />THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 60.73 FEET <br />THROUGH A CENTRAL ANGLE OF 69°35'39' ; <br />THENCE N 11 ° 00'32" W, A DISTANCE OF 80.54 FEET TO THE BEGINNING OF A <br />TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 130.00 FEET; <br />THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 144.01 FEET <br />THROUGH A CENTRAL ANGLE OF 63°28'20"'I'O l'HE BEGINNING OF A <br />REVERSE CURVE HAVING A RADIUS HAVING A RADIUS OF 900.00 FEET; <br />THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 147.45 FEET <br />THROUGH A CENTRAL ANGLE OF 9°23' 13"; <br />THENCE N 43°04'35", A DISTANCE OF 498.82 FEET TO THE END OF SAID 40 <br />FOOT INGRESSiEGRESS EASEMENT; <br />SUBJECT TO EXISTING RIGHTS-OF-WAY AND EASEMENT. <br />PREPARED BY BEAR SURVEYING SERVICES, CHARLES E. BEAR PLS <br />SR 1!I <br />