|
West Elk Mine
<br />Thence to comer # 12, N 42° 59'00" E 200.94
<br />Thence to cornet #13, N 39° 22' 10" E 151.34
<br />Thence to corner #14, N 41° 18' 31" E 175.73
<br />Thence N 42° 22' S7" E 120.60 feet to corner #IS which is the intersection of said river centerline with the easterly
<br />boundary of United States Steel lease #6 as described in document # 366801 of Gunnison County Records and shown on
<br />a drawing titled, "Western Slope Cazbon, Surface Ownership" dated 10-1-80.
<br />Thence, N Ol ° 36' 16" E 108.59 feet, along the easterly boundary of said lease # 6 to corner of #16, a witness corner on
<br />the North bank of said river,
<br />Thence, continuing along the easternly boundary of said lease #6 to comer # 17, N Ol° 36' 16" E 85.00 Feet
<br />Thence, leaving said easterly boundary of lease #6, S 45° 49' 16" W 464.57 feet to comer #18 at the intersection of the
<br />southerly boundary of said lease #6 with the northwesterly boundary of United States Steel Lease #5 as described in
<br />document #366801 of the Gunnison County Records and shown on said Western Slope Carbon drawing. (Bearings on
<br />said records and drawing rotated 0° 41' 16"clockwise to conform to highway datum).
<br />Thence, along the Northwesterly boundary of said lease #5 the following courses, to comer #19 S 45° 49' 16" W 156.00
<br />feet
<br />Thence to comer #20, 190.00 feet along the arc of a curve to the right having a central angle of 15° 52' a radius of
<br />686.10, the arc being subtended by a chord bearing S 53° 45' 16" W 189.39 feet.
<br />Thence, to corner #21. S 61 ° 41' 16" W 250.00 feet.
<br />Thence S 28° 18' 44" E 7.00 feet to corner #22, on the Northerly R/W line of the Denver and Rio Grande Western
<br />Railroad as described in document #160433 of Gunnison County Records and shown on said Railroad Company's Right
<br />of Way Maps. (Bearings on said records and maps rotated 0° 28' 16" clockwise to agree with highway datum)
<br />Thence to comer #23, S 32° 23' 44" E 100.00 feet across the Easterly end of said raihoad R/W.
<br />Thence along the Southerly line of said Railroad R/W the following courses;
<br />To comer #24, S 57° 36' 16" W 341.70 feet.
<br />Thence to the comer of #25, 217.39 feet along the azc of a curve to the right, having a central angle of 14° 20' and a
<br />radius of 869.0, the arc being subtended by a chord bearing S 64° 46' 16" W 216.83 feet.
<br />• Thence to the comer of #26, S 71 ° 56' 16" W 153.50 feet
<br />Thence to [he corner of #27, 360.31 feet along the arc of a curve to the right, having a central angle of 33° 06' and a
<br />radius of 623.7, the arc being subtended by a chord bearing S 88° 29' 16" W 355.32 feet
<br />Thence to the comer of #28, being a witness comer on the North bank of said river, leaving said R/W, S 15° 02' 16" W
<br />75.20 feet along the Easterly boundary of that property described in document # 162590 of Gunnison County Records.
<br />(Bearings on said document rotated 0° 28' 16" clockwise to conform to Highway datum, East and West dimensions
<br />adjusted to terminate at river center line as per description).
<br />Thence to comer #29, S 15° 02' 16" W 68.25 feet continuing along said Easterly boundary to the intersection with said
<br />river centerline.
<br />Thence along said river centerline the following courses:
<br />To comer #30, N 82° 04' 46" W 254.11 feet
<br />Thence to comer #31, N 76° 22' 49" W 233.57 feet
<br />Thence to corner #32, N 66° 0T 29" W 19.27 feet to the intersection of said river centerline with the Westerly boundary
<br />of said property
<br />Thence to corner #33, being a witness comer on the North bank of said river, N I S° 02' 16" E 70.36 feet along said
<br />Westerly boundary.
<br />Thence to comer #34 continuing along said Westerly boundary N 15° 02' 16" E 107.40 feet to the intersection with the
<br />Southerly R/W line of said railroad.
<br />Thence along the Southerly R/W line the following courses, to corner #35 446.55 feeet along the arc of a curve to the
<br />right, having a central angle of 33 22' and a radius of 766.80 feet, the arc being subtended by a chod bearing N 58° 16'
<br />44" w 261.70 feet.
<br />Thence to comer #36, N 41° 35' 44" W 261.70 feet.
<br />Thence to corner #37, 322.04 feet along the azc of a curve to the left, having a central angle of 35° 14' and a radius of
<br />523.70 feet, the arc being subtended by a chord bearing N 59° 12' 44" W 316.99 feet.
<br />Thence to comer #38, N 76° 49' 44" W 190.60 feet
<br />• Thence to comer #391eaving said Southerly R/W line, S 10° 46' S2" E 449.22 feet to the Northerly R/W line of said
<br />Highway Project.
<br />EXHIBIT 4 PG. 8 November, 2004 PRIO
<br />
|