Laserfiche WebLink
CENTERLINE CURVE CHART <br />L' RV! <br />A" <br />!b "v!'lLjF <br />!'iu%' ;'��' <br />C7K`PlJ <br />^I'.7; "i� <br />1, <br />+3.2% <br />52 +77 <br />:177.47 <br />19n9. 06 <br />67 +47 <br />19r,.29 <br />67 +47 <br />to <br />1 <br />196.68 <br />25 ^.9r <br />° 290- 33' -20" F <br />S 170- 31' -5F" 1: <br />230- 3r�' -05" <br />°- 38' -55" <br />°9.75 <br />127.67 <br />2 <br />254.76 <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" F. <br />213.15 <br />?90- 07' -24" <br />113.11 <br />bears S 77 °- 18' -40" W, 184.14 feet, a distance of 232.77 feet; <br />232.77 <br />100_52 <br />S 770- 1e' - ?0" 1,7. <br />184.14_ <br />132 °- 40' - °4" <br />229.43 <br />feet to P.C. 25 +92.14; thence <br />ord bears N 40 °- 16' -40" W, 149.42 feet; thence N 440- 12! -28" W, <br />6 <br />149.54 <br />1090.15 <br />N 40 °- 16' -40" 'A <br />149.42 <br />70- 51' -34" <br />74.89 <br />7 <br />124.65 <br />1874.73 <br />N 460- 06' -14" 1^' <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 48 °- 45' -24" W <br />236.87 <br />140- 14' -56" <br />119.36 <br />10 <br />268.53 <br />818.51 <br />S 510- O1' -52-" W <br />267.33 <br />180- 47' -50" <br />135.48 <br />L' <br />532.21 <br />818.51 <br />S 410- 48' -07" W <br />522.e9 <br />370- 15' -18" <br />275.90 <br />MA /A/ "IA/F <br />�s <br />r'* 3y <br />SURVEYORS G°.Iti'IFICATE <br />i <br />I, J. Kenneth Rossi, being a Pegistered- -and Surveyor in the State of Colorado, <br />do hereby certify that the above survey was made by me or under mr; supervision <br />and that the plat accurately depicts said survey and that both are true and <br />correct to the best of my knowledge and information.. <br />18474 a ..�KENNETH ROSSI <br />&. 0 COIDRADO P.L.S. NO. 18474 <br />DATE OF SUWVEY: July 10, 1984 <br />36 +29 <br />to <br />4810 <br />*6.2% <br />48 +10 <br />to <br />52 +77 <br />+3.2% <br />52 +77 <br />to <br />67 +47 <br />+6.5% <br />67 +47 <br />to <br />75 +51 <br />+9.8s <br />10BIJUAD THRU S`"AI.,' 1 A.^;D <br />PIT "!O. 4 11AUTACAD <br />land, lo=atcd in the NE 1/4 SW 1,14 and the NW 1/4 SE 1/4 of <br />A parcel of land, located in Sections 20 and 21, <br />T5N, R87W, of the 6th P.M., <br />P5N, R87W, of the 6th P.M., tbutt County, Colorado; said <br />Poutt County, Colorado; said parcel being a road <br />whose centerline is more <br />a Right --of -way, 100 feet on each side of a centerline more <br />particularly described as follaes: <br />described as follows: <br />Beginning at centerline station 0 +00; fran which the West 1/4 corner of <br />a point of curve (22 +98.61) on the East -West centerline of <br />said Section 21 bears S 361- 11' -47" W, 2431.52 <br />feet; thence along said <br />21, from which the W 1/4 corner of said Section 21 bears <br />centerline S 170- 45' -18" E, 302.18 feet to Point of Curve (P.C.) 03 °- 02' -18 "; <br />" W, 2642.80 feet; thence along said centerline S 280-09'-11"E, <br />thence along a curve to the left whose radius is <br />477.47 feet, delta angle is <br />to P-.C. 25-92.14;--ttienee along s curve to the right,-- whes& -- - <br />- - 23°- 3fr' -O5-'- and-whose chord bears 6 290 3-1'-W' <br />E, 1°x.29 -feed a distance-- <br />8.31 feet, delta angle is 39°- 07' -24" and whose chord bears <br />of 196.68 feet; thence S 410- 21' -23" E, 248.43 <br />feet to P.C, 7 +47.29; thence <br />" E, 213.15 feet, a distance of 217.35 feet; thence <br />along a curve to the right whose radius is 1909.86 feet, delta angle is <br />" W, 181.10 feet to P.C. 29+90.59; thence along a curve tp <br />70- 38' -55" and whose chord bears S 37 °- 31' -56" E, 254.76 feet, a distance <br />hose radius is 100.52 feet, delta angle is 132 °- 40' =54" and <br />of 254.95 feet; thence S 330- 42' -32" E, 909.29 <br />feet to P.C. 19 +11.53; thence <br />bears S 77 °- 18' -40" W, 184.14 feet, a distance of 232.77 feet; <br />along a curve to the right whose radius is 2864.79, feet, delta angle is <br />0- 20' -53" W, 276.18 feet to P. C. 34 +99.54; thence along a <br />05 °- 33' -17" and whose chord bears S 301- 55' -49" <br />E, 277.63 feet a distance <br />left, whore radius is 1090.15 feet, delta angle is 07 °- 5l' -34" <br />of 277.74 feet; thence S 280- 09' -11" E, 402.87 <br />feet to P.C. 25 +92.14; thence <br />ord bears N 40 °- 16' -40" W, 149.42 feet; thence N 440- 12! -28" W, <br />along a curve to the right whose radius is 318.31 <br />feet, delta angle is <br />to P.C. 39 +64.29; thence along a curve to tie left whose radius <br />39 °- 07' -24" and whose chord bears S 08 °- 35' -29" <br />E, 213.15 feet a distance <br />eet, delta angle is 030- 48' -34" and whose chord bears <br />of 217.35 feet; thence S 100- 58' -13" W, 181.10 <br />feet to P.C. 29+90.59; thence <br />" W, 124.62 feet; thence N 48 °- O1' -01" W, 49.10 feet t& a <br />along a curve to the right whose radius is 100.52 <br />feet, delta angle is <br />.04) or. the East -West centerline of said Section 21, from which <br />132 °- 40' -54" and whose chord bears S 770- 18' -40" <br />W, 184.14 feet, a distance <br />rner of said Section 21 bears S 89 °- 27' -22" W, 1992.63 feet; <br />of 232.77 feet; thence N 360- 20' -53" W, 276.18 <br />feet to P.C. 34 +99.54; thence <br />f -Way containing 8.45 acres, more or less. <br />along a cure to the left whose radius is 1090.15 <br />feet, delta angle is <br />070- 51' -34" and whose chord bears N 40 °- 16' -40" <br />W, 149.42 feet, a distance <br />of 149.54 feet; thence N 44-- 12' -28" W, 315.21 <br />feet to P.C. 39 +64.29; thence <br />along a curve to the left whose radius is 1874.73 <br />feet, delta angle is <br />03 °- 48' -34" and whose chord bears N 461- 06' -44" <br />W, 124.62 feet, a distance <br />of 124.65 feet; thence N 480- 01' -01" W, 650.71 feet to P.C. 47 +39.65; <br />thence along a curve to the left whose radius is <br />238.73 feet, delta angle is <br />76 °- 06' -07" and whose chord nears N 860- 04' -05" <br />W, 294.29 feet, a distance <br />of 317.09 feet; thence S 550- 52' -52" W, 422.35 <br />feet to P.C. 54 +79.09; thence <br />along a curve to the left whose radius is 954.93 <br />feet, delta angle is <br />14 °- 14' -56" and whose chord bears S 48 °- 45' -24" <br />W, 236.87 feet, a distance <br />of 237.48 feet; thence S 410- 37' -56" W, 260.15 <br />feet to P.C. 59 +76.72; thence <br />along a curve to the right whose radius is 818.51 <br />feet, delta angle is <br />18 °- 47' -50" and whose chord bears S 510- 01' -51" <br />W, 267.33 Feet, a distance <br />of 268.53 feet; thence S 601- 25' -46" W, 588.93 <br />feet to P.C. 68 +34.18; thence <br />along a curve to the left whose radius is 818.51 <br />feet, delta angle is <br />370- 15' -18" and whose chord bears S 410- 48' -07" <br />W, 522.89 feet, a distance <br />of 532.21 feet; thence S 230- 10' -28" W, 185.00 <br />feet to End Station 75 +51.39, <br />from which the West 1/4 corner of said Section 21 <br />bears N 26 °- 52' -39" E, <br />1305.63 feet. <br />CMP <br />Q //4 CORNER - FOUND <br />SECT /ON LINE <br />GRADE CHANGE <br />5� CENTERLINE CURVE <br />- - - - CULVERT <br />HAULROAD 7hru STATE LAND <br />TYPICAL X- SECTION <br />STA. 36 t29- END <br />SCALE, /1= /O' <br />TYPICAL X- SECTION <br />STA. O t00 -36 t29 <br />50 <br />SCALE: /"m /O' <br />SCALE 1"m 200' <br />200 100 0 200 400 <br />r` -=r -r <br />DECEIVED <br />AUG 07 1984 <br />GAINED LIND RECLAMATION Colo. Dept of Nsturs Res Resources <br />ROCKCASTLE COAL COMPANY <br />HAULROAD AS -BU/LT <br />P /7" NO. 4 <br />MOUNTAIN SURVEyORE Sec. 20921 Dole: Qrown by. <br />0. Box 275 T5N -R87W 7124184 KR <br />Dak Creek, Co. 80467 <br />(303) 736 -8563 PROXCT No DRAWING No <br />84-115-0.3 <br />