PERMFILE52839

• Permit No: X200521801
• IBM Index Class Name: Permit File
• Doc Date: 1/18/2005
• Doc Name: NOI Application
• From: Peak Project Management, LLC
• To: DMG
• Media Type: D
• Archive: No

North 54. 06' Hsat 189.25 feat to a 1 loch pips) thence
6. North SZ• /7• Neat 790.7) teat to • 1 iach pipe;
Thence North 69• /7• Nut, lsaving the tins of Canes a at pruant
constructed, 789.56 feat to • 1 inch pips set at a Cene• corner;
thence North 52• 7I' Hest along the fence llns as at present
constructed 109.96 feet to a 2 inch pipe set at a point on [he
Southeasterly right of way line of Ths Colorado i Hyominq Rallvay
Compsny which point is distant 50 teat at right angles from Station
1153 plus 58.9 of the Center Lina Survey of said Rallvay Compaoy;
said point also bearing South l• 19' Nest 74.27 Leat from PI a[
Station 1152 plus 91.25 of said Csntar Line Survey;
Thanca along the Southeasterly right o[ way line of said Reilvay
Company in a general Northeasterly direction Co point of intersection
with North Boundary Line of th• Hnxvell 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; said Southeasterly right of way
line being parallel to and 50 feet distant Lrom the following
deac ribed center line of the main trsct of said Aeil way Company from
said Station 1157 plus 58.5 to Station 985 plus 22.{2;
Beginning at Station 1157 plus 50,5 of said Center Line ^u rvey
which point is a point on a 1• curve to the left; [hence
NortheaaCerly along Che arc of said'/' curve to the left; Chance
NortheaaCerly along the arc of said 1• curve 198.5 teat to
Station 1151 plus 60 at Hila Pos[ 22; thence continuing
Northeasterly along the ace of said 4•cu rva 77.] feet to point
of tangent at Station 1150 plus 82.7; thence No cth 21• ]0' Past
567.20 tee[ to point of spiral at Station 1145 plus 19.5; thence
along apirel curve to Cha clght (6x19 equal 7• JO'( 114.00 Leet
to point of compound curve at Station 1144 plu^ 05.5; thane on
[he arc of a 6' curve to Cha right 752.5 Ceet Co point oL •plral
curve at Station 1140 plus 57.0; chants on a spiral cu rv• to the
right (6x19 equal ]• ]0' 111.00 tsar to point of tsngent at
Station 11]9 plus 79.0; thence North SZ• J9• Eset 117.20 fast to
point of curve at Station 1177 plu^ 91.8; thence along the arc
of s /' curve to Cha left 408.]0 G at to point o1 tangant at
Station 7777 plus 87.5; [hence North ]6. 19' East 1,7]7.40 feet
to point of curve at Station 1116 plus 76.1; thence along the arc
of s ]• curve to the left SI1. 10 feat to point of tangent at
Station 1110 plus 75.0; thence North 19. 11• Past J,IZI.]0 feet
to point of spiral at Station 1076 plu^ 50.70; thane along
apirel curve to right (6x19 equal ]• 70'( 114.0 Leat to point of
compound eu rve at Station 1075 plus 76.70; thence along Cha arc
o[ • 6• curve to iha right 482.20 feat to point of spiral curve
at Station 1070 plus 54.50; thence along eplral curve to the
right (6x19 equal 3• 70') 114.0 feet to polo[ of tangent et
Station 1069 plus 10.5; thence North SS• 07' East 191.80 feat to
point oL curve at Stetlon 1067 plus 48.7; thanes along iha arc
of • ]• curve to iha left 70].70 fast tc point of tangant at
Station 1059 plus 65.4; thence North 71• ]7' East 980.70 feet to
point of curve at Station 1049 plu^ 04.7; thence along the arc
of s Z• cu rvs to the tart 711.70 feat to a point of tangant at
Station 10a6 plus 77.0; thence North 25• Z7' Past 797.70 Last
to point of curve et Stetlon 10]8 plus 79.]; chants along !hs
arc of s 2• curve to the right 1,260.70 fast [o point of tangant
at Station )026 plus 11.0; thence North SO. 45' East 7,215.60
[set to point of curve at Station 99] plus 95.7; thence along iha
arc of s 2• curve to iha right 510.10 feet to point of tangent
at Station 988 plus 77,0; chance North 61. 06• Past ]54.58 feat
to Station 985 plus 22.12 from the point o[ Lnte reaction of the
Southeasterly right o[ way line o[ the Colorado and Nyominq
Railway Compsny and the North Ooundary !fns oC the Haxwail Land
Crent thence South 7J• 2Z' EasC along Chs North Boundary Llna oL
the Maxwell Lend Grsnt 796.0 feet to Station No. 7 hatwsen Hile
Poets 29 and 70 0[ the Elkins and Marmon Su rvsy o[ the North
Boundary Line of iha Haxwall Land Crant at which point fa ^et
a tO pound rail marked •BH• alongside of 2 atones 8x8x 10 inches
and 12x11x2O inches, both stones marked •BH•; Chance North 7/•
]7• East along the North Boundary Llna of the Haxvell Land Crant
417.0 [set to point of Lntersectlon vlth iha Nest line o[ iha
SP1/4NN1/1 of Section 76, Township J] South, flange 67 Nest of the
6th Principal Meridian, which point Is located on the South line
of the Old County Aoad as said toed was located on October 2J,
1901; thence in a general Easterly direction along the South
line of:said County Aoad as located on October 2J, 1901 to point
of intersection with the South line of the Dorn Irrigating Ditch;
thence Northeasterly along the said South line of the Docn
Irrigating Ditch to point of intersection with the range 1Lne
between Ranges 66 and 67 Hest of Che 6th Principal Heridian; from
whence the aforesaid point on the Neat line of the SE1/4NH1// of
See[ion 16, Township ]7 South, Range 67 Neat bears South 75• IZ'