|
DIVISION OF HIGHWAYS, STATE OF COLORADO
<br />D. 0. H. FORM NO. 126 -R
<br />Rev. September, 1977 _�8 B
<br />Curve Data -Bowie Approach to Project SCALE IN FEET T 13 S. R. 91 W. 6th PM.
<br />o loo 200 30o aoo soo � � 40o Curve Data
<br />208 TE-206 C TE -208 A
<br />ti3
<br />99
<br />'Oo
<br />0
<br />\
<br />R. 731 +15.04
<br />PI. 10737+63.99
<br />P1.10744 +38.93
<br />A
<br />25 °45' 169" Rt
<br />27035'26.1" Lt.
<br />16°43' 14.3" Rt.
<br />Ts
<br />409.16'/375.82'
<br />283.01'
<br />230.52'
<br />Ac
<br />12°45' 169"
<br />13 °20' 26.1"
<br />5°55' 14.3"
<br />Dc
<br />5 °0000"
<br />7 °30'00"
<br />6 °00'00°
<br />LC
<br />25 5.09'
<br />177.87'
<br />98.68'
<br />RC
<br />1145.92'
<br />763.94'
<br />954.93'
<br />As
<br />"
<br />5 3000 (Ah.)
<br />7007'3d'
<br />5 2400' '
<br />Ls
<br />220.00' (Ah.)
<br />190.00'
<br />180.00'
<br />LT
<br />146.74' (Ah.)
<br />126.77'
<br />120.06'
<br />S.T.
<br />73.40' (Ah.)
<br />63.43'
<br />6005'
<br />DELTA COUNTY .� (PI.733 +71.35)
<br />SCALE I"= 100 A = 48°19 29.3 Rt. 207 TE-206 B ) (TE-206 E
<br />TE -206A TE -Zosc TE-206E Ts = 665.47'
<br />Ac = 33 019' 29.3 C 206 TE 206 A TE•206 D
<br />TIE NE COR SEC 21 TIE NE COR SEC 21 TIE NE ODR SEC 21 Dc =5 °00'00°
<br />Bears N.810 43' 10 "E. Bears N.72° 29'40 "E. Bears N.03° 12'10 "E. yLc = 666.50' GRAND MESA PROPERTIES CO.,
<br />339.01' From the P.O.B. 253.91' From the P.O.B. 718.78' From the P.O.B. ,} A COLORADO GENERAL PARTNERSHIP'
<br />I� Rc = 1145.92 NEE /4NE1 /4 SEC.21
<br />' ° „ '� 6s -MOW SE1 /4SE1/4 SEC.16
<br />L51 1. N.45 51 30 'E. 55.00 L59 1. S.49°18 50 E. 80.00 L70 1. S. 10°'28 20 'E. 50.67
<br />L52 2. N.44 008'30 "W. 20.00' L60 2. N.44 018'20 "E. 60.00' L71 2. N.790 31'40"E. 2.65' ,(v, ti Ls= 300.00
<br />�, rte) L.T.= 200.18 NW1 /4NW1./4 SEC. "z2 Std
<br />L53 3. S.45 051'30 "W. 55.00' L61 3. N.28 020'20 "W. 83.65' L72 3. N.02 007'00 "E. 52.21' a^�'/ M ST= 100.16'
<br />L54 4. S.44 008'30 "E. 20.00' L62 4. S.44 018'20 'W. 90.00' C21 4. RADIUS = 3,956.68' Cg/ ti 44
<br />ARC L[�NG H = 14.04' :t d aD M IT O AREA = .025 ACRES AREA = .138 AC RES CHORD BEARING & L QkK.MI y o p
<br />\
<br />S.780 22' 10 "W. 1.1. 04 ' , y��
<br />�205 - T'E 206B TE -206D Si p T j ate' rn +
<br />\ PC %� ANIHA = .1310 A.C'I 15 4)1�, 0 /},x !� r- Q
<br />TIE NE COR SEC 21 T 1+ NE CDR SEC �/ /�A ` rIE NE COR SEC 21 Bears N.44 °32'10 "E• Bears N.49°26'30 "E. , C2 Be N 20° 17 30 F to o
<br />10745 +75 (End
<br />Permit Number
<br />Class: OPermit /� RECEIVED
<br />Section /Exhibit a @9
<br />-
<br />---- ---- ----
<br />-------
<br />T - -- - - -- - - - --
<br />Class:ARevision
<br />Type /Seq u e off -_ 1989
<br />Class: 0 Report ❑ ro OGeneral - - - - --------- ! ��' • 16
<br />Doc Type:
<br />-- -1 -1L' 1 - - - -- MINED LAND
<br />OApplication (Coal n y) Bontl ❑Enforcement O Inspection
<br />-----------------
<br />FEDERAL ROAD
<br />DIVISION
<br />PROD. NO.
<br />SHEET
<br />TOTAL
<br />REGION N0.
<br />IRS
<br />NO.
<br />SHEETS
<br />YlB
<br />COLORADO
<br />0133(14) Unit
<br />6
<br />9
<br />RIGHT OF
<br />^�of Somerset
<br />.J
<br />Iproach to Project;
<br />L 52
<br />393' Lt�
<br />PQS.T. 61.3 Ah PI.
<br />WAY REVISIONS
<br />9 -22-88 add topog.-pond volumes JWJ
<br />o 11 -10 -88 Add access control,begin Sta732+00
<br />IT Fa 20'Opening at Sta.733 +70.0 �
<br />Q
<br />Lt " 9 737 `0) Tie- SE Car., Sec.16
<br />iT 6.3 Ah. PI. 736 Bears: S 677�°2�120' E., 129.05
<br />17 c 7a5 tai �•%7°l _ - �"'•��
<br />. � CANAL.. r 3
<br />1,496.38' From the P.O.B. \463.01' From the P.Q.B. 615.72' From the P.O.B. O M �Q - -- ol'�`� R 4640t d _
<br />r __...� �- -_
<br />L49 1. S.41° 35'30"E. 45.58' L55 1. N.640 27' 00 "E. 175.77' ,63 1. 790 31' 40 "E. 72.13' �, \_ n __- 1� �\, a��� ---� �6Ci LW d/ 4
<br />C17 2. RADIUS = 1,005.92' L56 2. N.25033'00"W. 20.00' C19 l.. RADIUS = 3 786.68' r -- 8Q0'Lt. -- - \ �QF' �� 3 ��- 0& E206C •►�L' / 1-4 679 Ica
<br />ARC LEhY,ZII = 140.45' L57 3. N.87° 11' 00 "W. 101.85' + - POST. 731 +150
<br />ARC I E NGI11 = 12 5.15 ' \ i / /
<br />CHORD BEARING & hENG17I L58 4. S.26 000'20 "W. 110.00' q�) BEARING & LE 7111 'T O �� 741 80 y \ 6
<br />N.52 024'30 "E. 140.34' N.78 °34'50 "E. 125.14' 676 i i �=
<br />L50 3. N.33° 35'30'V. 44.96' AREA = .159 ACRES ° � " c t \ �C 740 � o
<br />1,64 3. N.02 07 00 E. 59.36 � _ �
<br />C18 4. RADIILS = 1,145.92' / �� - "1L65 4. S.79° 31'40"W. 190.19' Iy 673) L34
<br />ARC LF24G`M = 146.76' / �� �-\ L66 5. S.07 057'40 "W. 63.25' L� t
<br />CHORD BEARING & LENGTH � _ SRC
<br />5.52° 39' 10 "W. 146.66' / �� \ \ AREA = .265 ACRES 748 \.3� // J - 635 206 �pN PEE rF�6 �� /e 743 J 744 ?`�%
<br />AREA = . 149 ACRES 204 42 °205' WI < -- ~ ' % G� '� T39S'�
<br />/ ( '� lS. - . `�8 -- - - Ni 9 a� 0 /41rR
<br /><O U. S. LAND t \ 6< 37>_ L22 _ �i -� BOA. �,2 ^ &O ` a � 2 x�O ;i °O �T4 c+D /2d3
<br />T
<br />13. L. M. - _ - Me. 56 057 242 E. ' Tq OCt ro 84 ry � c6 pQ
<br />s
<br />E 205 (N.26g411N) /,c o ti ST
<br />0 ��tiF\ LOTS 1 & 6 SEC . 21 i� 204 ,, ° ��, 682 A �� �2 ~ ��4 t �, N o
<br />(5.89 545 W.) fir'? o r
<br />\ / / / _ - \ C8 33 1 g0 747
<br />� QST 8� n � O N /�. N
<br />40 4
<br />V� ,- -�?\ / \ ��, 690 C 18 , / " V 1 ` �\ \� \ '�4 e 3��`>3 `Sch / / co
<br />�.� PQB. 2041 ��� ' / 205 L 25 \ J C17 _ J1 L 19 \ \ �\ �\ 724 O Pond
<br />v n r' -- Tie: NE Cor., Ser.21 4 5ss CIO 73o TE -205 33 C/3 \ \ 28 725 / Al
<br />�p Bears: N. 42°57 20 E. \
<br />I� (D ul � I ' \�y / 554 C,9 � 732 \ � � \ \ e /� \ 468
<br />+ ti 2797,73 L / �� \ v o .
<br />ssl ^ ^ ..�. _ \ 7u ?qr��� �6S�Y729 21 PoQ
<br />� � � � § � �� /� �• \ �.-r' � a �
<br />!� /� it62�� #2 709
<br />co <t
<br />+
<br />0) �. aD \ r 2e Qs `_ h TLC \
<br />/ \� / Q i \` \ \ ui 4p0 ti h C20� 4 note trees shown are
<br />/ i / J 651 Cp O , o // �\
<br />/� - / 204 w. m + 239.1 Rt. + \ \� Q #3 'T1 u` <77?) ve apple trees
<br />66 / �% / .� O N POST ^N 4 ` Pond 712 C2/ F uST l C/
<br />732 +84.2 9Od Rt \ 4�
<br />180.0' Rt. N o ~o \ \ PAST. 5545 Ah. Pt. - _ 727 718 \\ g9 >q3�e j \ \ s' ^PPS >,p
<br />POST c3 X O 3 20 PP R P
<br />W 730 +33.1 v cn T Rt 8 GPs
<br />j 198.4 Rt.
<br />204/ cP \ W POST 733 +03.3 v \ n) L70 ..C2 726
<br />N'
<br />o
<br />v
<br />215.3' Rt. \ \\ a PQB. 206 -
<br />3 Poo R R• 144.7 Rt. \ ' CP \ k M /� L72 X728 LT
<br />CAA. `ov/ j. R � POST 731 +66.8 POST , 31 +45.0 o v` 4 Tie: NE Car., Sec 21 715 717 CAS \ --to
<br />i p \ 0 �� Bearst N. 32°09 40 E., TE 208 B �Ome 2 "E.
<br />E V \ o + .0 95020' L71 ��6.
<br />OW ,y 163.8 Rt PQB. 205 & TE 205 \ r 140.0' Rt
<br />/ / RR. R• �✓ PARCEL 206 POST 729 +22.1 Tie: NE Car., Sec. 21 9Q0' Rt. 743 +35.0
<br />y TIE NE COR SEC 21 Bears: N. 44932'10'E., \ t ; POST 742 +62.1 140.0' Rt 111
<br />Y POST. 744 +200
<br />1 Bears N. 32° 09' 40 "E • 1496.38' \
<br />,y 950.20' From the P.O.B. p \ f �- 1•,
<br />893' Rt. 86.8' Rt.
<br />��) V TE 205 744+20.0 / 47y
<br />L26 1. N.79°31'40 "E. 400.75' \ , 743+35. POST
<br />Note: Bearings in parenthesis are deed Y' C11 2. RADIUS _ 3,956.68 \ -
<br />ARC LENGTH - 8s.92 205 -
<br />bearings. PARCEL 205 � \ < P.O.B. TE 206 E \ -P.QB. TE -208 B
<br />i
<br />CHORD BEARING & LENGTH
<br />DONALD A. PETERSON & � t` 'R
<br />TIE NE COR SEC 21 N.78 °53'50 "E. 86.92' «_ - i \ V
<br />V KAREN M. PETERSON, J.T. - \ �• �\ Q� �
<br />Y Bears N.44 032'10 "E. L27 3. N.02°07 00'E. 175.33 \ �` /
<br />C12 4. RADIUS - 3 , 786.68' F.1 / 2 NE 1 / 4 SEC. 21 -� r- 1 PAIbCII. 208 rO
<br />I 1,496.38' From the P.O.B. - '
<br />k ly ARC LENGTH = 125.15 TIE NW CDR SIC 22
<br />CHORD BEARING & LENGTH Bears N. 56 01 10 'W .�
<br />�p PARLJE�. 'L04 C8 1. RADIUS = 1,145.92 � _ . _--- -_ ° ,
<br />r, ARC LENGTH = 189.78' S.780 34' 50 "W. 125.14'' ' x `or � \x
<br />'O TTF. NF. COR SEC 21 CHIORD BEARING & LENGTH L28 5. S.79031'40 "W. 377.38' 658.74 From the P.O.B� �� �a�h � RRRO �_-
<br />Curve Data Bears N. 42° 57' 20 "E. o + "� ' L29 6. N.26° 00' 20 "E. 619.32'
<br />1 N..53 43 40 E. 189.56 ' S� /iF C14 1. RADIUS = 3,786.68' ----" - "�� - - -���� - {
<br />(PI. 716 +80.15) 2 +797.73' From the P.O.B. L19 2. N.88 °43'50 "W. 43.28' L30 7. N.440 18'20 E. 113.21' 2� �� A,RC LENGIIT - 592.18' \ti D a RGW RR
<br />° L20 3. N..25° 19'20"W. 42.15' L31 8. N.880 22 20 W. 114.02 /' ``
<br />� = 2 04 23 Lt. _g Q-I012D BEARING & LENGTH
<br />TS = 203.68' L14 1. S. 33° 16' 30 "W. 650.04' L21 4. N.:880 38'20"W. 85.18' L32 9. S.45° 51'30 "W. 146.43'
<br />+ , S.73° 09' 10 "W. 591.58' 7I'E -208A 1'E -208B
<br />C6 2. RADIUS = 3,997.38' L22 5. S.430 42'10'V. 429.46' L33 10. S.36 007 30'W. 534.83' ' \
<br />. , L45 2. S.02 07 00 W. 175.33
<br />0C = 0°04'23.5" + + " ' L34 11. S.50° 38 50'W. 738.66 Curve Data
<br />„� ---^ "� ARC I�IIdG'I7 -I = 137.83 1,23 6. S.102°20 10 W. 331.06 ° C15 3. RADIUS = 3,956.68' � � � � 22 •- 'I'TE NW CO& SEC 22
<br />Dc =1 °0000 mops) BEARING & LENG -III L24 7. N.:35 °43'40 "E. 331.14' L35 12. S.31 12'10"W. 128.16 PEE, 207 + lBears N.01 °17'50 "W. Bears N.03 030'50 "W. P. 746+29,47)
<br />LC = 7.32' S .32° 17' 10 "W. 137.82' C9 8. RADIUS = 857.69' L36 13. S.02° 20' 10'V. 119.84' ARC LENGTH = 662. f,2 CHORD Rc= 572958' L15 3. S.85026'00 "E. 147.76' ARC LENGTH = 112.27' L37 14. N.43 042'10 "E. 429.46' N.730 B'10"E. & 661. LENGTH 532.59' From the P.O.B. 701.08' From the P.O.B. T = 10°51'13.9 Lt.
<br />TIE SE COR SEC 16 N.73° 28' 10 "Ii. 661.84' \ Ts = 36786
<br />els =1 °00'00" C7 4. RADIUS = 2, 899.93' CHIC) BEARING & LENGTH L38 15. S.880 38' 20 "E. 85.18' Bears S.670 21' 20 "E. L46 4. N.870 32' 50 "E. 46.44' 1,67 1.. N. 100 28'20"W. 56.71' \22 1. RADIUS = 3,956.681 LC = 3021'13.9'
<br />Ls = 2('0.00' ARC LENGTH = 91.46' N.:390 28140"E. 112.19' L39 16. S.25 °19'20 "E. 42.15' 129.05' From the P.O.B. _ + L68 2. S.79°31'40 "W. 19.82' ARC LENGTH = 71.00'- G RTH DC =2 °30'00"
<br />LT= 133.34' (IIOIU) BEARING & LENGTH C10 9. RADIUS = 608.69' L40 17. S. 43' S0 "E. 43.28' C16 5. RADIUS 939.17
<br />ARC LENGTH = 92.36' L69 3. S. 020 07'00"W. 59.36' \ CHORD BEARING & LEN(,'111 UNNISON fop, \ LC = 134.15'
<br />S.T.= 66.67 N.340 49' 30 "E. 91.45' ARlC LENGTH = 117.49' C13 18. RADIUS = 1,145.92 LA 1 1. N.43° 54' 50 'W. 80.00' C2 4. RADIUS = 3, 786.68' \ S.77° 45' 10 "W. 71.00' ER '
<br />, CHORD BEARING & LENGTH RC = 2291.83
<br />L16 5. N.35 °43'40 "E. 1,342.30' CHIORD BEARING & LENGTH ARC LENGTH = 421.09 LA2 2. S.450 51'30"W. 142.78' � + ARC LENGTH = 32.78' L73 2. S.02°07'00 "W. 52.21' `�
<br />o CHORD BEARING & I,ENGIIT , , N.00° 40 50 E.. 92.32 6S =3 °4500
<br />o L17 6. N.02 °20'10 "E. 450.90' N.48°45'30 "E. 117.31' TA3 3. S.88°22 20 E. 114.02 L47 6. N.02008'20 "W. 149.46' CHORD BEARING & LENGTH L74 3. N.79031'40 "E. 82.35'
<br />L18 7. S.31 °12'10 "W. 1,103.09' L25 10. N.41 °35'30 "W. 73.91' N.69000'00 "E. 418.72' L44 4. N.44°18'20 "E. 62.95' + " N.77 °23'10 "E. 32.78' L75 4. N.10°28'20 "W. 53.15' ^� LS = 300.00'
<br />a ,y L48 7. S.bO°34 20 W. 134.31 ��--- --`"�- L.T.= 200.05'
<br />AREA = 8.216 ACRES S.T. = 10004'
<br />J AREA = 6.589 ACRES AREA 2.151 ACRES AREA = .192 ACRES AREA = 2.836 ACRES AREA = .035 ACRES AREA = .091 ACRES •-I-
<br />r 1 111111 VIII VIII VIII VIII VIII IIII IIII
<br />
|