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 />
|