PERMFILE52333

• Permit No: C1996084A
• IBM Index Class Name: Permit File
• Doc Date: 12/11/2001
• Section_Exhibit Name: Exhibit 02 Right to Enter/Legal Description
• Media Type: D
• Archive: Yes

S. North SI. 06' Meet 189.25 teat to a 1 Inch plpel thence
6. North 52. /7' Mest 790.7] feet to a 1 lneh plpa;
Thence Nortb 69. /7• Meet, leaving tM line of fence ae at present
constructed, 789.56 feet to a 1 inch pipe eat at a tepee corner;
thence North 52' 71' Meat along the fence line a at pru ant
• constructed 109.96 feet to a 2 inch plpa sat at • point on the
Southeasterly right o[ way line of The Colorado i Myominq Railway
Company which point is distant SO feat at right angles from Station
115] plus 58.5 of the Center Line Survey of acid Railway Compaoy;
said point also bearing South {' /9' Meat 71.27 Leet from PI at
Station 1152 plus 97.25 of said Canter LLna Survey;
Thence along th• Southeasterly right of way line of said Rallvay
Company in a general Northeasterly direction to point o! intersection
with North Boundary Lina of the Maxwell Land Grant which point is 50
feet distant at right angles from Station 985 plus 22.12 of the Canter
Line Survey of said Railway Company; acid Southeastsrly tight of way
line being parallel to and 50 teat distant from the following
deac ribed center line of Cha main tract o! said Railway Company from
said Station 1157 plus 58.5 to Station 985 plus 22.12;
Beginning at Station 1157 plus SB.S of said Center Lins ^urvay
vhieh point is a point on a 4• curve to the left; thenea
Northesaterly along the arc of said 1• curve to the left; thence
Horthenaterly along the arc of acid 1' curve 198.5 foot to
Station 1151 plus 60 a[ Mile Post 22; thence continuing
Nort henaterly along the arc of acid /•eu rve 77.7 lee[ to point
o[ tangent ac Station 1150 plus 82.7; thence North 21• ]0' Eaac
567.20 [eat to point of spiral at Station 1165 plus 19.5; thence
along spiral curve to the clght (6x19 equal 7• ]0'1 111.00 fast
[o point of compound eu rve at Station 1111 plu^ OS.S; thence on
the arc of a 6• curve to the right ]52.5 feet to point of epiral
curve at Station 11{0 plus 5].0; thence on a epiral curve to the
right (6219 equal 7• ]0' 111.00 feat to point oL tangent at
Station 1179 plus ]9.0; thence North 52• ]9' Esst 111.20 feet to
point of curve at Station 11]7 plu^ 91.8; thence along the arc
of a /• curve to the left 108.]0 tee[ to point of tangent at
Station ll]] plus 87.5; thence North ]6. 19' East 1,777.40 test
to point of curve at Station 1116 plu^ 16.1; thence along the arc
of a ]• curve to the left 571.10 teat to point of tangent at
• Station 1110 plus 75.0; thence North 19. 11' Cut 7,121.]0 teat
to point of epiral at Station 1076 plu^ 50.70; the nee along
spiral curve to right (6x19 equal ]• 70'1 111.0 tact to point o[
compound curve at Station 1075 plus 76.70; thence along the arc
of a i• curve to the right !82.20 [eat to point oL spiral eu rve
at Station 1070 plus 51.50; thence along epiral curve to the
right (6x19 equal 7. 70') 111.0 teat to point of tangent at
Station 1069 plus 10.5; thence North SS• 07' Eaet 191.80 feet to
point of curve at Station 1067 plus 18.7; thence along the era
o[ • ]• curve to the left 783.70 teat to point of tangent at
Station 1059 plus 65.1; thence North 71. 77' East 980.70 teat to
point oL curve at Station 1019 plus 81.7; thence along the •rc
of a 2• curve to the left ]11.70 feet to a point of tangent •t
Station 1016 plus 77.0; Chance North 25. 27' Eaet 797.70 teat
to point of curve at Station 10]8 plus 19.]; thence along the
•rc of a 2• curve to the right 1,268.70 feet to point of tangent
at Station 1021 plus 11.0; thence North SO. 15' East 7,215.60
[eat to point of curve at Station 997 plus 95.{; thence along the
•re o[ a 2• curve to Cha right 518.10 teat to polo[ 01 tangent
at Station 988 plus 77.0; thenea North 61. 06' Eaet 75!.58 feet
to Station 985 plus 22.12 trop the point o[ lnterseetion of the
Southeasterly right of way lln• of the Colorado and Myominq
Railway Company and iha North Ooundary line of th• Naxwell Land
Grant thence South 77. 22' East along the North Boundary Llne of
the Maxwell Lend Grant ]96.0 teat Co Station No. 7 between Mile
Poata 29 and ]0 at the Elkins and Marmon Survey of the North ..
Boundary Line of Cha Maxwell Land Grant at which point i^ ^et
a /0 pound rail marked 'BM' alongaids of 2 atones 8x8x10 inches
and 12x11x20 inches, both stones marked 'BN•; thence North 7/•
77' East along the North Boundary Llne of the Maxwell Land Crant
/I7.0 feet to point of intersection with the Mast line of the
SE1/INM1/t of See[ion 76, Township 17 South, Aanga 67 Heat of the
6th Principal Meridian, vhieh point is located on the South lino
oC the Old County Road as said road was located on October 27,
• ~ 1901; thence in a general Easterly diraetion along the South
line of•said County Road as located on October 27, 1901 to point
of intersection with the South line of Cha Dorn Irrigating Ditch;
thence Northesaterly along the said South line of the Dorn
Irrigating Ditch to point of intersection with the range line
between Ranges 66 and 67 Meat of the 6th Principal Meridian; from
whence the atoreaaid point on the Neat line of the SE1/INM1// of
Section l6, Township 77 South, Range 67 Nest bears South 75. 11'