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CENTERLINE CURVE CHART <br />C'C'RVF' <br />AR'' <br />RADIUS <br />CHORD ?3EARINC <br />C1rRD <br />DELTA <br />TAN= <br />Q <br />114 CORNER- FGIUND <br />48 10 <br />to <br />] <br />196.68 <br />477.47 <br />S 290- 33' -20" F <br />195.29 <br />230- 36' -05" <br />59.75 <br />25A.9r <br />1959. 06 <br />S 370- 31' -56" E <br />254.76 <br />70- 38' -55" <br />127.67 <br />3 <br />277.74 <br />2864.79 <br />S 300- 55' -49" F <br />277.63 <br />50- 33' -17" <br />138.98 <br />4 <br />217.35 <br />318.31 <br />S 80- 35' -29" E <br />213.15 <br />390- 07' -24" <br />113.11 <br />5 <br />232 77 <br />100.52 <br />S 770- 18' -40" W <br />184.14 <br />149.42 <br />1320- 40' -54" <br />70- 51' -34" <br />229.43 <br />74.89 <br />6 <br />149.54 <br />124.65 <br />1090.15 <br />400- 16' -40" W <br />7 <br />1874.73 <br />N 460- 06' -44" r ^' <br />124.62 <br />30- 48' -34" <br />62.35 <br />8 <br />317.09 <br />238.73 <br />N 860- 04' -05" W <br />294.29 <br />760- 06' -07" <br />186.86 <br />9 <br />237.48 <br />954.93 <br />S 480- 45' -24" W <br />236.87 <br />140- 14' -56" <br />119.36 <br />10 <br />268.53 <br />818.51 <br />S 51 °- 01' -51_" W <br />267.33 <br />180- 47' -5r]" <br />135.48 <br />K <br />532.21 <br />81P.51 <br />S 410- 48' -07" W <br />522.__ °9 <br />370- 15' -18" <br />275.90 <br />I� /�71.Ny <br />I <br />rsi <br />3y <br />SURVEYORS C',RTIFICAT_°. <br />I, J. Kenneth Rossi, being a Registered Land Surveyor in the State of Colorado, <br />do hereby certify that the abo-:e survey was made by me or undcr m; supervision <br />and that the plat accurately depicts scici cur ey and that both are true and <br />correct to the best of ny i :nowledge and information. <br />>u ' <br />F ; <br />"•NHL -'I7I POSSI <br />' # r COLORADJ P.L.S. NO. 18474 <br />DATE OF SURVEY: July 10, 1984 <br />HAULRCAD THRU STATE LAND <br />land, located in the NE 1/4 SW 1,/4 and the NW 1/4 SE 1/4 of <br />T5N, R87t9, of the 6th P.M., Poutt County, Colorado; said <br />a Right -of -Way, 100 feet on each side of a centerline more <br />described as follows: <br />a point of curve (22 +98.61) on the East -West centerline of <br />121, from which the W 1/4 corner of said Section 21 bears <br />!" W, 2642.80 feet; thence along said centerline S 280- 09' -11" E, <br />to P.C. 25 +92.14; thence along a curve to the right, whose <br />.8. 31 feet, delta angle is 39°- 07' -24" and whose chord bears <br />I" E, 213.15 feet, a distance of 217.35 feet; thence <br />I" W, 181.10 feet to P.C. 29 +90.59; thence along a curve to <br />(hose radius is 100.52 feet, delta angle is 1320- 40' -54" and <br />bears S 770- 18' -40" W, 184.14 feet, a distance of 232.77 feet; <br />i0- 20' -53" W, 276.18 feet to P. C. 34 +99.54; thence along a <br />left, whose radius is 1090.15 feet, delta angle is 070- 51' -34" <br />lord bears N 400- 16' -40" W, 149.42 feet; thence N 440- 12' -28" W, <br />to P.C. 39+64.29; thence along a curve to the left whose radius <br />'eet, delta angle is 030- 48' -34" and whose chord bears <br />4" W, 124.62 feet; thence N 480- 01' -01" W, 49.10 feet to a <br />1.04) on the East -West centerline of said Section 21, fran which <br />)rner of said Section 21 bears S 890- 27' -22" W, 1992.63 feet; <br />)f -Way containing 8.45 acres, more or less. <br />'. CMP <br />36 +29 <br />to <br />48!=10 <br />+6.2*� <br />Q <br />114 CORNER- FGIUND <br />48 10 <br />to <br />52 +77 <br />+3.28 <br />- <br />SECTION LINE <br />52 +77 <br />to <br />67 +47 <br />+6.5% <br />GRADE CHANGE <br />C7 +21.7 <br />to <br />75 +51 <br />+5.8% <br />CENTERLINE CURVE <br />- - - - - <br />CULVERT <br />HAULROAD 7hru STATE LAND <br />18('R <br />PIT NO. 4 HAULRiDAD <br />A parcel of land, located in Sections 20 and 21, T5N, R87W, of the 6th P.M., <br />Poutt County, Colorado; said parcel being a road whose centerline is more <br />particularly described as follays: <br />Beginning at centerline station 0 +00; fray which the West 1/4 corner of <br />said Section 21 bears S 36 °- 11' -47" W, 2431.52 feet; tklence along said <br />centerline S 170- 45' -18" E, 302.18 feet to Point of Curve (P.C.) 030- 02' -18 "; <br />thence along a curve to the left whose radius is 477.47 feet, &3 lta tingle is <br />230- 36' -05" and whose chord bears S 29 °- 33' -20" E, 195.29 feet, a distance <br />of 196.68 feet; thence S 410- 21' -23" E, 248.43 feet to P.C. 7+47.29; thence <br />along a curve to the right whose radius is 1909.86 feet, delta angle is <br />70- 38' -55" and whose chord bears S 370- 31' -56" E, 254.76 feet, a distance <br />of 254.95 feet; thence S 330- 42' -32" E, 909.29 feet to P.C. 19+1133; thence <br />along a curve to the right whose radius is 2864.79:feet, delta angle is <br />050- 33' -17" and those chord bears S 300- 55' -49" E, 277.63 feet a distance <br />of 277.74 feet; thence S 280- 09' -11" E, 402.87 feet to P.C. 25 +92.14; thence <br />along a curve to the right whose radius is 318.31 feet, delta angle is <br />39 °- 07' -24" and whose chord bears S 080- 35' -29" E, 213.15 feet a distance <br />of 217.35 feet; thence S 100- 58' -13" W, 181.10 feet to P.C. 29 +90.59; thence <br />along a curve to the right whose radius is 100.52 feet, delta angle is <br />1320- 40' -54" and whose chord bears S 770- 18' -40" W, 184.14 feet, a distance <br />of 232.77 feet; thence N 360- 20' -53" W, 276.18 feet to P.C. 34 +99.54; thence <br />along a curve to the left whose radius is 1090.15 feet, delta angle is <br />070- 51' -34" and whose chord bears N 400- 16' -40" W, 149.42 feet, a distance <br />of 149.54 feet; thence N 44 °- 12' -28" W, 315.21 feet to P.C. 39 +64.29; thence <br />along a curve to the left whose radius is 1874.73 feet, delta angle is <br />030- 48' -34" and whose chord bears N 460- 06' -44" W, 124.62 feet, a distance <br />of 124.65 feet; thence N 48 °- 01' -01" W, 650.71 feet to P.C. 47 +39.65; <br />thence along a curve to the left whose radius is 238.73 feet, delta angle is <br />76 °- 06' --07" and whose chord bears N 860- 04' -05" W, 294.29 feet, a distance <br />of 317.09 feet; thence S 550- 52' -52" W, 422.35 feet to P.C. 54+79.09; thence <br />along a curve to the left whose radius is 954.93 feet, delta a ->.gle is <br />140- 14' -56" and whose chord bears S 480- 45' -24" W, 236.87 feet, a distance <br />of 237.48 feet; thence S 410- 37' -56" W, 260.15 feet to P.C. S9 +76.72; thence <br />along a curve to the right whose radius is 818.51 feet, delta P.ngle is <br />180- 47' -50" and whose chord bears S 510- 01' -51" W, 267.33 feet, a distance <br />of 268.53 feet; thence S 600- 25' -46" W, 588.93 feet to P.C. 68+34.18; thence <br />along a curve to the left whose radius is 818.51 feet, delta angle is <br />370- 15' -18" and whose chord bears S 410- 48' -07" W, 522.89 feet, a distance <br />of 532.21 feet; thence S 230- 10' -28" W, 185.00 feet to End Station 75+51.39, <br />from which the West 1/4 corner of said Section 21 bears N 260- 52' -39" E, <br />1305.63 feet. <br />TYPICAL X- SECTION <br />STA. 36 t29- END <br />40' <br />SCALE: /`_ /0' <br />TYPICAL X- SECTION <br />STA. 0100 -36 t29 <br />50 <br />SCALE: / "= /0' <br />z <br />C ( Cl <br />Permd Number � <br />h <br />Class: nPermit - .- -- .- . -- --- > L' <br />Cis' onlExhibit: ._. o <br />Class: ❑ Revision A O C <br />TYP?IS?hL <br />Class: l7 Report Rydro -- --, - -- <br />Doc Type_ }{f� Y ! sees _ ________ -_ _spec___.__- ___ - -_. <br />DApplication (Coal only) ❑ Bond O Enforcement O <br />Inspection <br />W r <br />h/ C O <br />D a <br />o <br />0 <br />Uj M1 <br />� o <br />2!: C2 <br />SCALE' I "= 200' <br />200 100 0 200 400 <br />a`. <br />ROCKCASTLE COAL COMPANY <br />HAULROAD AS -BU /LT <br />PIT No. 4 <br />YY M=JTAIN SURVEYO Sec. 20 a 21 Dale: Drown bye v <br />0. Box 275 T5N- R87W 7/24/84 KR <br />Creek, Co. 80467 <br />)3) 736 -8563 PROJECT No DRAWING No <br />B4 - /l5- 03 <br />II III ljlil Fg,11 is <br />f <br />PIT NO. 4 HAULRiDAD <br />A parcel of land, located in Sections 20 and 21, T5N, R87W, of the 6th P.M., <br />Poutt County, Colorado; said parcel being a road whose centerline is more <br />particularly described as follays: <br />Beginning at centerline station 0 +00; fray which the West 1/4 corner of <br />said Section 21 bears S 36 °- 11' -47" W, 2431.52 feet; tklence along said <br />centerline S 170- 45' -18" E, 302.18 feet to Point of Curve (P.C.) 030- 02' -18 "; <br />thence along a curve to the left whose radius is 477.47 feet, &3 lta tingle is <br />230- 36' -05" and whose chord bears S 29 °- 33' -20" E, 195.29 feet, a distance <br />of 196.68 feet; thence S 410- 21' -23" E, 248.43 feet to P.C. 7+47.29; thence <br />along a curve to the right whose radius is 1909.86 feet, delta angle is <br />70- 38' -55" and whose chord bears S 370- 31' -56" E, 254.76 feet, a distance <br />of 254.95 feet; thence S 330- 42' -32" E, 909.29 feet to P.C. 19+1133; thence <br />along a curve to the right whose radius is 2864.79:feet, delta angle is <br />050- 33' -17" and those chord bears S 300- 55' -49" E, 277.63 feet a distance <br />of 277.74 feet; thence S 280- 09' -11" E, 402.87 feet to P.C. 25 +92.14; thence <br />along a curve to the right whose radius is 318.31 feet, delta angle is <br />39 °- 07' -24" and whose chord bears S 080- 35' -29" E, 213.15 feet a distance <br />of 217.35 feet; thence S 100- 58' -13" W, 181.10 feet to P.C. 29 +90.59; thence <br />along a curve to the right whose radius is 100.52 feet, delta angle is <br />1320- 40' -54" and whose chord bears S 770- 18' -40" W, 184.14 feet, a distance <br />of 232.77 feet; thence N 360- 20' -53" W, 276.18 feet to P.C. 34 +99.54; thence <br />along a curve to the left whose radius is 1090.15 feet, delta angle is <br />070- 51' -34" and whose chord bears N 400- 16' -40" W, 149.42 feet, a distance <br />of 149.54 feet; thence N 44 °- 12' -28" W, 315.21 feet to P.C. 39 +64.29; thence <br />along a curve to the left whose radius is 1874.73 feet, delta angle is <br />030- 48' -34" and whose chord bears N 460- 06' -44" W, 124.62 feet, a distance <br />of 124.65 feet; thence N 48 °- 01' -01" W, 650.71 feet to P.C. 47 +39.65; <br />thence along a curve to the left whose radius is 238.73 feet, delta angle is <br />76 °- 06' --07" and whose chord bears N 860- 04' -05" W, 294.29 feet, a distance <br />of 317.09 feet; thence S 550- 52' -52" W, 422.35 feet to P.C. 54+79.09; thence <br />along a curve to the left whose radius is 954.93 feet, delta a ->.gle is <br />140- 14' -56" and whose chord bears S 480- 45' -24" W, 236.87 feet, a distance <br />of 237.48 feet; thence S 410- 37' -56" W, 260.15 feet to P.C. S9 +76.72; thence <br />along a curve to the right whose radius is 818.51 feet, delta P.ngle is <br />180- 47' -50" and whose chord bears S 510- 01' -51" W, 267.33 feet, a distance <br />of 268.53 feet; thence S 600- 25' -46" W, 588.93 feet to P.C. 68+34.18; thence <br />along a curve to the left whose radius is 818.51 feet, delta angle is <br />370- 15' -18" and whose chord bears S 410- 48' -07" W, 522.89 feet, a distance <br />of 532.21 feet; thence S 230- 10' -28" W, 185.00 feet to End Station 75+51.39, <br />from which the West 1/4 corner of said Section 21 bears N 260- 52' -39" E, <br />1305.63 feet. <br />TYPICAL X- SECTION <br />STA. 36 t29- END <br />40' <br />SCALE: /`_ /0' <br />TYPICAL X- SECTION <br />STA. 0100 -36 t29 <br />50 <br />SCALE: / "= /0' <br />z <br />C ( Cl <br />Permd Number � <br />h <br />Class: nPermit - .- -- .- . -- --- > L' <br />Cis' onlExhibit: ._. o <br />Class: ❑ Revision A O C <br />TYP?IS?hL <br />Class: l7 Report Rydro -- --, - -- <br />Doc Type_ }{f� Y ! sees _ ________ -_ _spec___.__- ___ - -_. <br />DApplication (Coal only) ❑ Bond O Enforcement O <br />Inspection <br />W r <br />h/ C O <br />D a <br />o <br />0 <br />Uj M1 <br />� o <br />2!: C2 <br />SCALE' I "= 200' <br />200 100 0 200 400 <br />a`. <br />ROCKCASTLE COAL COMPANY <br />HAULROAD AS -BU /LT <br />PIT No. 4 <br />YY M=JTAIN SURVEYO Sec. 20 a 21 Dale: Drown bye v <br />0. Box 275 T5N- R87W 7/24/84 KR <br />Creek, Co. 80467 <br />)3) 736 -8563 PROJECT No DRAWING No <br />B4 - /l5- 03 <br />II III ljlil Fg,11 is <br />