Rawlins Republican., May 20, 1920, Page Page Ten, Image 10

About Rawlins Republican. (Rawlins, Wyo.) 1901-1935

Image provided by: University of Wyoming Libraries

                
Page Ten
Notice of Proposed Location of Road
TO ALL WHOM IT MAY CONCERN:
The Board of County Commissioners have decided to locate the Lin
coln Highway from Rawlins to Walcott and from Medicine Bow River west
to the vicinity of Walcott, described as follows, to-wit:
RIGHT-OF-WAY OF THE LINCOLN HIGHWAY FROM RAWLINS TO
WAIX’OTT, IN CARBON COUNTY’
Being the description of a percel of land of a total width of 80 feet,
being 40 feet on either side of and equi-distant from a center line, further
described as follows:
Beginning at a point
which is 839.6 ft. N. 78 deg. 09 min. W. of a point
which is 2660.9 ft. N. 69 deg. 15 min. W. of a point
which is 2320..3 ft. N. 70 deg. 20 n-‘n. W. of a point
which is 2739.8 ft. N. 75 deg. 06 mln. W. of a point
which is 1047.3 ft. S. 75 deg. 04 min. W. of a'point
which is 413.5 ft. N. 75 deg. 56 min. W. of a point
which is 250.8 ft. S. 00 deg. 52 min. E. of the northeast corner
of Section 23. f. 21 N„ R. 87 W. of the Sixth Principal Meridian,
Wyoming.
Thence S. 78 deg. 09 min. E.
691.0 To point of a 3 deg. 00 min. curve to the right, the radius of
which is 1910.1 feet.
Thence along said curve, through an angle of 8 deg. 54 min., a
distance of
296.7 To station 9 plus 87.7.
Thence S. 69 deg. 15 min. E.
2512.3 To Station 35 plus 00.
Thence S. 70 deg. 20 min. E.
2201.1 To point of a 2 deg. 00 min. curve to the left, the radius of which
is 2864.9 feet.
Thence along said curve, through an angle of 4 deg. 4 6 min., a
distance of
238.3 To station 59 plus 39.4.
Thence S. 7 5 deg. 06 min. E.
2467.8 To point of a 10 deg. 00 min. curve to the left, the radius of
which is 573.7 feet.
Thence along said curve, through an angle of 20 deg. 50 min., a
distance of
298.3 To station 87 plus 05.5.
Thence N. 75 deg. 04 min. E.
746.1 To point of a 10 deg. 00 min. curve to the right, the radius of
which is 573.7 feet.
Thence along said curve, through an angle of 29 deg. 00 min., a
distance of
290.0 To station 97 plus 41.6.
Thence S. 75 deg. 56 min. E.
265.1 To station 100 plus 06.7
Intersect line between sections 23 and 24, T. 21 N., R. 87 W.
Whence the NE. corner of said section 23 Bears N. 0 deg. 52.
min. W. 250.8 ft.
Thence S. 75 deg. 56 min. E.
223.9 To point of a 2 deg. 00 min. curve to the right, the radius of
which is 2864.9 feet.
Thence along said curve, through an angle of 6 deg. 4 6 min., a
distance of
338.3 To.station 105 plus 68.9.
Thence S. 69 deg. 10 min. E.
4674.0 To point of a 2 deg. 00 min. curve to the left, the radius of which
is 2864.9 feet.
Thence along said curve, through an angle of 8 deg. 40 min., a
distance of
4?3.3 To station 156 plus 76.2.
Thence S. 77 deg. 50 min. E.
566.8 To point of a 2 deg. 00 min. curve to the left, the radius of which
is 2864.9 feet.
Thence along said curve, through an angle of 25 deg. 56 min., a
distance of
1291.7 To station 175 plus 34.7.
Thence N. 7 5 deg. 20 min. E.
158.6 To point of a 10 deg. 00 min. curve to the right, the radius of
which is 573.7 feet.
Thence along said curve, through an angle of 51 deg. 30 min., a
distance of ,
515.0 To station 182 plus 08.3.
Thence S 52 deg. 10 min. E.
28.0 To point of a 10 deg. 00 min. curve to the left, the radius of
which is 57 3.7 feet.
Thence along said curve, through an angle of 57* deg. 20 min., a
distance of
573.3 To station 188 plus 09.6.
Thence N. 70 deg. 30 min. E.
992.4 To a point of a 4 deg. 00 min. curve to the right, the radius of
which is 1432.7 feet.
Thence along said curve, through an angle of 32 deg. 20 min., a
distance of
958.2 To station 207 plus 60.2.
Thence S. 71 deg. 10 min. E.
146.1 To point of a 4 deg. 00 min. curve to the left, the radius of which
is 1432.7 feet.
Thence along said curve, through an angle of 23 deg. 10 min., a
distance of
579.2 To station 214 plus 85.5.
hTence N. 8 5 deg. 40 min.'E.
1914.5 To station 234 plus 00.
Thence N. 83 deg. 55 min. E.
3500.0 To station 269 plus 00.
Thence N. 84 deg. 55 min. E.
4891.4 To point of a 4 deg. 00 min. curve to the right, the radius of
which is 1432.7 feet.
Thence along said curve, through an angle of 31 deg. 50 min., a
distance of
795.8 To station 325 plus 87.2.
Thence S. 63 deg. 15 min. E.
725.2 To point of a 4 deg. 00 mln. curve to the left, the radius of
which is 14 32.7 feet.
Thence along said curve, through an angle of 28 deg. 55 mln., a
distance of
722.9 To station 340 plus 35.3 back equals station 337 plus 69.4 ahead.
Thence N. 87 deg. 50 mln. E.
4230.6 To station 380 plus 00.
Thence N. 87 deg. 47 min. E.
6500.0 To Station 445 plus 00.
Thence N. 87 deg. 52 min. E.
4096.4 To point of a 1 deg. 00 min. curve, to the left, the radius of which
is 5729.7 feet.
Thence along said curve, through an angle of 6 deg. 04 min., a
distance of
606.7 To station 492 plus 03.1.
Thence N. 81 deg. 4S min. E.
15.1 To point of a 2 deg. 00 min. curve to the right, the radius of
which Is 2864.9 feet.
Thence along said curve, through an angle of 12 deg. 50 min., a
distance of
641.7 To station 498 plus 59.9.
Thence S. 85 deg. 22 min. E.
95.7 To point of a 2 deg. 00 min. curve to the left,’ the radius of
wh**h is 2864.9 feet.
Thence along said curve, through an angle of 6 deg. 46 min., a
distance of
338.3 To station 502 plus 93.9.
Thence S. 85 deg. 22 min. E.
95.7 To point of a 2 deg. 00 mln. curve to the left, the radius of
which is 2864.9 feet.
Thence along said curve, through an angle of 6 deg. 46 min., a
distance of
338.3 To station 502 plus 93.9.
Thence N. 87 deg. 52 min. E. •
9339.2 To point of a I deg. 00 min. curve to the right, the radius of
which is 5729.7 feet.
Thence along said curve, through an angle of 5 deg., 20 min., a
distance of
533.3 To station 601 plus 66.4.
Thence S. 86 deg. 48 min. E.
6125.4 To point of a 4 deg. 00 min. curve to the left, the radius of
which is 1432.7 feet.
Thence along said curve, through an angle of 28 deg. 00 mln a
• distance of ’
700.0 to station 669 plus 91.8.
Thence N. 65 deg. 12 min. E.
1876.2 To point of a 6 deg. 00 min. curve to the right, the radius of
which is 955.4 feet.
Thence along said curve, through an angle of 38 deg. 20 min., a
distance of
638.9 To station 695 plus 06.9.
Thence S. 76 deg. 26 min. E.
397.9 To point of a 10 deg. 00 min. curve to the right, the radius of
which is 573.7 feet.
Thence along said curve, through an angle of 25 deg. 10 min a
distance of *’
251.7 To station 701 plus 56.5.
Thence S. 51 deg. 18 min. E.
202.2 To point of a 20 deg. 00 min. curve to the left, the radius of
which is 287.9 feet.
Thence along said curve, through an angle of 44 deg. 00 mln a
distance of ’
220.0 To station 705 plus 78.7. 1
Thence N. 84 deg. 42 mln. E. ’
thK RAWLINS REPUBLICAN, RAWLINS. WYOMING, THUBgDAY, MAY 20, 1920
357.2 To point of a 16 deg. 00 min. curve, to the right, the radius of
which is 359.3 feet.
Thence along said curve, through an angle of 42 deg. 20 min., a
distance of
264.6 To station 712 plus 00.5.
Thence S. 52 deg. 58 min. E.
154.9 To point of a 10 deg. 00 min. curve, to the left, the radius of
which is 573.7 feet.
Thence along said curve, through an angle of 24 deg. 50 min., a
distance of
248.3 To station 716 plus 03.7.
Thence S. 77 deg. 48 min. E.
177.1 To point of a 20 deg. 00 min. curve to the right, the radius of
which is 287.9 feet.
Thence along said curve, through an angle of 59 deg., 00 mln., a
distance of
295.0 To station 720 plus 75.8.
Thence S. 18 deg. 48 min. E.
8.7 To point of a 12 deg. 00 min. curve to the left, the radius of
which is 478.3 feet.
Thence along said curve, through an angle of 36 deg. 00 mln., a
distance of y
300.0 To station 723 plus 84.5.
Thence S. 54 deg. 48 min. E.
613.5 To station 730 plus 00.
Thence S. 50 deg. 48 min. E.
328.6 To point of a 5 deg. 00 min. curve to the left, the radius of
which is 1146.3 feet.
Whence along said curve, through an angle of 29 deg. 00 min. a
distance of
580.0 To station 739 plus 08.6. 1
Thence S. 739 deg. 48 min. E.
34.7 To point of a 29 deg. 00 curve to the left, the radius of which
199.7 feet.
Thence along said curve, through an angle of 79 deg. 40 min , a
distance of
274.7 To station 742 plus 18.0.
Thence N. 20 deg. 32 min. E.
283.0 To point of a 10 deg. 00 min. curve to the right, the radius of
which is 573.7 feet.
Thence along said curve, through an angle of 25 deg. 46 min., a
distance of
257.7 To station 747 plus 58.7.
Thence N. 4 6 deg. 18 min. E.
834.9 To station 755 plus 93.6 station 0 plus 00.
Whence the NW. corner of section 24, T 21 N R 85 W
Bears N. 20 deg. 10 min. W. 992.8 feet.
Thence N. 4 6 deg. 18 mln. E.
775.4 To point of a 20 deg. 00 mln. curve to the right, the radius of
which is 287.9 feet.
Thence along said curve, through an angle of 78 deg. 20 mln., a
distance of
391.6 To station 11 plus 67.0.
Thence S. 55 deg. 22 min. E.
1333.0 To station 25 plus 00.
Thence S. 56 deg. 52 min. E.
1876.9 To point of a 14 deg. 00 mln. curve to the right, the radius of
which Is 410.3 feet.
Thence along said curve, through an angle of 64 deg. 20 min., a
distance of
459.5 To station 48 plus 36.4.
Thence 8. 7 deg. 28 min. W.
197.2 To poiht of a 10 dqg. Q 0 mln. curve to the left, the radius of
which is 573.7 feet.
Thence along said curve, through an angle of 41 deg. 20 mln. a
distance of
413.3 To station 54 plus 46.9.
Thence S. 38 deg. 52 min. E.
315.0 To point of a 2 deg. 00 min. curve to the left, the radius of
which is 2864.9 feet.
Thence along said curve, through an angle of 9 deg. 30 mln., a
distance of
475.0 To station 62 plus 36.9.
Thence 3.43 dpg. 22 min. E.
927.7 To station 71 plus 64.6.
Intersect line between sections 24, T. 21 N., R. 85 W and sec
tion 19, T. 21 N., R< 85 W.
Whence the SE. corner of said section 24, T. 21 N R 85 W
bears South 903.8 feet.
Thence S. 4 3 deg. 22 min. E.
2985.3 To point of a 2 deg. 00 min. curve to the right, the radius of
which is 2864.9 feet.
Thtnce along said curve, through an angle of 6 deg. 00 min a
distance of *’
300.0 To station 104 plus 49.9.
Thence S. 37 deg. 22 min. E.
2293.7 To point of a 2 deg. 00 min. curve to the left, the radius of
which is 2864.9 feet.
n I hence along said curve, through an angle of 24 deg. 40 min . a
1233.3 To station 139. plus 76.9.
Thence S. 62 deg. 02 min. E.
2239.2 To Point ofa 1 deg. 00 min. curve to the left, the radius of
which is 5729.7 feet.
Thence along said curve, through an angle of 7 deg. 40 min a
, distance ot
766.7 To station 169 plus 82.8.
Thence S. 69 deg. 42 mln. E
4317.2 To station 213 plus 00.
Thence S. 82 deg. 22 in. E.
1913-7 Ihkh’te 1*432.7 feet. 00 m ‘ n- CUrVe t 0 thS r ' ght ' thß radlUS ° f
Thence along said curve, through an angle of 37 deg. 50 min. a
v distance of
937.5 To station 241 plus 51.2.
Thence S. 34 deg. 52 min. E.
1167-9 7 3 a 7 lteet eg- °° “ ln ' ' UrVe ‘° the rl,!ht - the radius ° f
distance I *^” 8 S “‘ d ° UrVe throUgh an angle et 35 de « 00 min., a
350.0 To station 256 plus 69.1.
Thence S. O deg. 08 min. W.
171-4 Which‘Vs J's^Veet 68- °° m ‘ C- CUrVe tO the le,t ’ the radlua ° f
di h sUnce a of nB Ba ‘ d CUrTe ’ throngh an * aD ß le of 84 deg. 30 mln., a
704.2 /To station 265 plus 44.7.
Thence S. 84 deg. 22 min. E.
830.8 To station 273 plus 75.5.
Intersect line between sections 33 and 34 T 21 N R 84 w
W 53 C 9 e J f ß eel E °' ’ a ' d 86CU0n 33 bea " 8 « da 8
Thence S. 84 deg. 22 mln E
2964-3 w o b l e P h 0 U t 7 0 1 , 8 8 8 n f^ eB- °° mln ' C “ rVe ‘° the ,est ’ tba rad,uß
Thence along said curve, through an angle of 36 deg. 20 mln., a
distance of i
454.2 To station 298 plus 84.0.
Thence N. 59 deg. 18 min. E.
740.0 To point of a 6 deg. 00 mln. curve to the right, the radius of
which is 955.4 feet.
Thence along said curve, through an angle of 30 deg. 00 mln a
distance of ’’
500.0 To station 311 plus 24.
Thence N. 89 deg. 18 mln. E.
8-3 XhiW l°5 f 2B*2 3 fee e t 8- 46 mID- CU " e ‘° th# le,t ’ th « radl ” B ° f
distance’of 118 88ld CUrTe through an angle of 34 deg. 00 min., a
906.7 To station 320 plus 39.5.
Thence N. 53 deg. 18 mln. E.
160.5 To station 322 plus 00 and ot project
W S! C ? ! 8 SH’ 7 "■ N 66 d6g - 18 “*“• E. of a point
which is 732.0 ft. N. 89 deg. 18 mln. B. ot a point
w £! c £ i 8 IHH “• 59 deg - 18 “«“• E- “ ‘
W ?! c ? 8 2 ??? B "• S ’ 84 deg - 22 mln - E - of a point
lSto.*»B “’ll N„ B. Vw. - 4 ° “ in ' E ’ ° f 0,8 SE COrner of
RlG mi^ 1 R V w\'sT TO FI{OM medicine bow
h ™ T l\id?hT B N o G feet
described ‘as* follows*" ° f Bnd e<,al - dlß ‘ ant fron > ‘ ““‘or "ne, further
58 l i»’’tn' l L n l » a w“ y olnt ’ a ‘ atl ?n 230 plus 00, which is 6350.8 feet N.
, s h ß 60 1 ', a polnt whlch 18 feet N. 0 deg. 05 mln. W of
Ne e ridFan‘: o w; r om o ing ßeCllon T ' 22 R ’ 78 W °' aß “‘ b
Thence N. 68 deg. 50 min. W
1100.0 To station 241 plus 00.
Thence N. 59 deg. 50 mln W
6749-8 00 m,n - cu ™ “> ‘ ba rlgbt - tba fadlaa
distance of
300.0 To station 311 plus 49.8. •
Thence N. 53 deg. 50 min. W.
11711 1910 l°teet Ot “ 3 deg ’ ' UrVe ‘° tbe le "> tbe rad,uß of whlch 18
dlstance B o°f n 8 curTe ’ throu « h an angle of 37 deg. 10 mln., a
1238.9 To station 335 plus 59.8.
Thence S. 89 deg. 00 mln. W.
1954.3 To station 355 plus 14.1.
Thence N - 87 deg - 35 “in. w -
301°.° To station 375 plus 24.1 east corporate limits of Medicine Bow.
... Thence S. 76 deg. 05 mln. W.
403.9 To station 379 plus 28.0.
Thence S. 4 deg. 25 mln. E.
209.0 To station 382 plus 18.
Thence S. 83 deg. 35 min. W.
300.0 To station 385 plus 18.0 west corporate limits of Medicine Bow.
Note: Station 375 plus 24.1 to station 385 plus 18 not included
in this project.
Thence S. 47 deg. 05 min. W.
1819.9 To point of 10 deg. 00 mln. curve to the right, the radius of
Which is 573.7 feet.
, Thence along said curve, through an angle of 40 deg. 30 min., a
distance of x
405.0 To station 407 plus 42.9—407 plus 61 3
Thence S. 87 deg. 35 min. W.
1518 8 Ts. P K 1 I lt 2 deg - 00 min - curTe to th « left, the radius of
which Is 2864.9 feet.
Thence along said curve; through an angle of 12 deg. 00 mln., a
distance of
600.0 To station 428 plus 78.1.
Thence S. 75 deg. 35 mln. W.
414 whic P h o, ?s 5729.6 feet °“ m,n - ‘° ‘ he Hght ' ‘ he radlßS ° f
distance a !> O f ng Sald CUrve * throußh an angle o( 4 de ß- 30 min., a
450.0 To station 453 plus 69.5.
r Z hence s - 30 deg. 05 min. W.
209.5 To station 465 plus 79.0.
12 U T. e 22'I?® R 6l ™ w BeCtlOn 7 * T ’ 22 N - R7B w - and section
It hence the SE corner of said section 12, T. 22 N R 79 W
bears N. 0 deg. 20 mln. E. 7617 feet. ’ w -
„ Whence S. 80 deg. 05 min. W.
• 5354.2 To station 519 plus 33.2.
Intersect line between sections 13 and 14. T. 22 N It 79 W
T\ h e e n n c C e e S the ß0 N Teg C °0 r 5 ml°n f BeCt, ° D “ 151 "
1275.8 To point of a 4 deg. 00 min. curve to the left, the radius of
which is 1432.7 feet.
Thence along said curve, through an angle of 41 deg. 20 min a
distance of ’
To station 542 plus 42.3.
Thence S. 38 deg. 45 min. W.
4730 0 wbfch*?. 2*292* fee d t eg 3 ° “‘ n ' CUrVe t 0 th ® rlght * the radlua 01
Thence along said curve, through an angle of 42 deg. 00 mln a
distance of ’
, | 1680.0 To station 606 plus 53.2.
Thence 3. 80 deg. 45'min. W
826 ' 4 which 1 ?. 1°528 a 2 3 fe d e e t g '. " 5 m,D * curve t 0 tha >«>“• ‘»e radius of
distance 8 ©” 8 Bald CUrVe through an angle of 85 deg - 00 mln.. »
! 2266.7 To station 637 plus 46.3.
Thence 8. 4 deg. 15 mln. E.
200 ’ 2 5 a 4 feet. 8 °° m ‘“' CUrV ® the rlght * the radlua ot
distance 8 of ng Bald curve ’ through an ang,e of 84 d «K 00 mln., a
' 1400.0 To station 653 plus 46.5.
I . „„„ „ Thence 3. 79 deg. 45 min. W.
, 1287.2 To station 666 plus 33.7.
Intersect Une between sections 21 and 22, T. 22 N R 79 w
min en E e mo 8 fee 0 ™ 61- °' Ba ' d ’ eCtlo “ 21 * bears ' S *’ °* deg * 03
.... . Thence S. 79 deg. 45 min. W.
I 5381.3 To station 720 plus 15.0.
Intersect line between sections 20 and 21 T 22 N r w
Whence the SE. corner of said section 20 bears N.’ 0 deg 04
min. E. 1114-5 feet.
Thence S. 79 deg. 45 mln. W.
277 8 te’lTloVfeet deg ' °° min ’ C “ rVe t 0 the le,t * th ° radlua of whlch
Thence along said curve, through an angle of 32 deg. 00 mln a
distance of ’’
I 106G.7 To station 733 plus 59.5.
Thence S. 79 deg. 4 5 min. W.
635 1 'w°hl?h?s 1910.? felt 00 mln - Curve tO the rlght * tha dlaa
di h sunce a ot ng ““‘a CUrVC ’ thr ° Ugh “ ngle 01 67 deg * 00 *>
1900.0 To station 758 plus 94. 6.
Thence N. 75 deg. 15 mln W
12587 whichTs 5°7 f 21.6 fee? °° CU " 6 t 0 the rlght * the radiaa <>t I
Ilstance a o° ( ng C “™’ tl "' OUgh aD angle ot 6 deg ' « “>!>>•. a I
666.2 To station 778 plus 19.5. '
Intersect line between sections 19 and 20, T. 22 N., R. 79W.
Whence, the SW corner of said section 20 bears S 0 dee I’
mln. W. 275.3 feet.
Thence along said curve, through an angle ot 0 deg. 20 min . a
distance of
33.8 To station 778 plus 53.3.
Thence N. 68 deg. 15 mln. W
I 1246 1 IhlchTs 1432 a .7 4 fe d e e t g - °° CUrVS ‘° the le “’ the rad,u " ° f
distance”*?/ 18 Sald curve ’ throu Gh an angle of 27 deg. 30 mln., a
687.5 To station 797 plus 86.9.
Thence 3. 84 deg. 15 mln. W.
8181 2 P 8°64.9 O teet 2 d 8g ' °° mln ' CUrV ® ‘° the left> the radius of which
dlst?n!e al o° ng ® UrV ®’ through an angle of 40 de 8- 30 mln., a
2025.0 To station 826 plus 30.7.
Thence S. 43 deg. 4 5 min. W
3815 3 286*4.9 feet. "*® ' adlaa "
Thence along said curve, through an angle of 34 deg. 40 mln a
distance ot
733.3 To station 881 plus 79.3.
RIGHT-OF-WAY OF THE LINCOLN HIGHWAY FROM CARBON WEST
TO WALCOTT, IN CARBON COUNTY. WYOMING
Thence 8. 78 deg. 25 mln. W.
5290.2 deg. 00 mln. curve to the left, the radius of which
di h stan!e a !> O f ng Bald CUrVe ' through an angle ot 47 d ®B* oo mln., a
1566.7 To station 950 plus 36.2.
Thence 3. 31 deg. 25 mln. W. ' '
1440.6 To station 964 plus 76.8.
Intersect line between sections 34 and 35. T. 22 N R SOW
min en E e l t sol N 7^eet° rner °' ’®® t,On 35 NiV ol
Thence N. 31 deg. 25 min. W.
287 4 rtISbUJMfS? °° ,nln • CUrTB t 0 th6 rlght * the radJua ot
dl h .UMe a ot ng BaW CUrTe ' thro " gh “ Bng,e 01 40 deg - 40 *
1016.7 To station. 977 plus 80.9.
Thence 8. 82 deg. 05 min. W.
262 8 whld?'?. 1 2°8 f 6t g ' °° C “ rve to the ratHuw of
distance’of 118 “' d CUrVe> ‘ hroUgh an angl « 8 dag 00 mln., a
450.0 To station 984 plus 93.7.
Thence 8. 63 deg. 05 min W
137 8 ?j3 a B.7 4 ££ °° “> the radius ot
distance ß^ 08 Ba ' d CU ™’ thr ° Ugh an ang >« <>' » da «. »0 mln., a
700.0 To station 993 plus 31 5
... . Thence N. 82 deg. 55 mln. W.
5 whici? 1 ?? °482 ? 4 fee? °° mln C " rve to the Ia “- radius of
- 00 »<n, a
425.0 To station 100 plus 10.0.
Thence 8. 74 deg. 05 mln. W
490 0 00 m,n ' CU ™ tha radius ot
d&tance’of" 8 88,(1 cu ” e *. trough an anglp of 12 deg. 00 mln., a
400.0 To station 1009 plus 00.
?I°4? 3 P °taet Of 8 5 dßg - C “ rVe to the r» g M. the radius of which Is
e ' thr ° Ugh a ° aDg,e 01 83 dag * 3’ ">*»■■ •
1070.0 To station 1023 plus 70.
Thence N. 32 deg. 25 mln. W.
3474 6 H°9 I 54 t feet. ’ deg ' °° ” in ' CUrTe ‘° the le,t * ,he rad <»« <>t which
- dlMMce‘ U o °f ng 881 d CUrVe ’ thr ° agh an angle ° f 63 dag - 00 mln., a ;
(Continued on Page 6) '
MICKIE SAYS
( pne-rrv luckv fcu me, —\
11 CIMM BMEttVBOVy
( DON'T KNOW WHAT CLA6SN I
f patHfiNO we Turn out )
l IN -This SHOP ,ER Vo BE )
IRDNN in’ This here JOft
OAT nig-ht i J
I
Be Rid
of
Painful
Corns
•Geti-It* Makes Them Loosen Up
So They Lift Off Painlessly.
There’s no more pain after a few
I drops of Gete-It” lands upon corn ur
callus and inetantly dries.
In a day or two you lift the old
, misery-maker right off without
even feeling it. That’s the last of
| Mr. Corn and the last of your ml«-
1 ery. Millions who have lost their
i corns the “Gets-It" way say it is the
only common-sense way to «?et nd
of the pests.
*‘Oets-It,” the never-falling, guar
anteed money-back corn remover
i costs but a trifle at any drug store.
I Mf’d by E. Lawrpncc A Co.. Chicago.
Sold in Rawlins and recommend
ed as the world’s best corn rem
edy by
REX DEE’S DRUG STOKE
WYOMING DRUG CO.
fir ict
ACCEPT OUR INVITATION
to try ’Some of our ice cream today
and you will enjoy yourself thor
oughly. No matter how little or how
much you have liked cream before, a
trial of ours will be a new and de
licious experience. Not to know ours
is not to know how exquisitely goon
ice cream can be.
H. RASMUSSFN
Funeral Director
AND
Embalmer
I
I
30 Years Experience
lAcenmd Lady AwNM.nl
Ambulance for Sick
Calls
Anawered at All Hou"
H. RASMUSSEN . J
Pioneer Hou«
Day Phone M. N'K ll ' Fb<,,, '
Rawlins, Wyo-
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