HomeMy WebLinkAbout1099SECTION CORNER QUARTER AND SIXTEENTH
SECTION CORNERS
O 0 0
SET EASEMENT TEMPORARY RIGHT OF WAY
MONUMENT EASEMENT POINT MARKER
0 0 0 0
BLM PP NOAA
QUARTER AND SIXTEENTH
BLM MARKER PROPERTY PIN NOAA MARKER
SECTION CORNERS
(TOPO POINT)
0 0 • 0 0
FED WC WC BM USGS
FEDERAL MONUMENT WITNESS CORNER BENCH MARK USGS MARKER
{Z1 0 El
Row
LOCAL OR PLSS SECONDARY CONTROL RIGHT OF WAY
3 MONUMENT MONUMENT MARKER
°
AN 9.88 ON 10.13 ®N 10.38
�s s f 3.81 E 3.81 E 3.81
EL 0.00 EL 0.00 EL 0.00
PROJECT CONTROL DENSIFICATION HIGH ACCURACY REFERENCE
a > m MONUMENT CONTROL MONUMENT NETWORK CONTROL MONUMENT
Z
g o PERMANENT, PROPERTY, SLOPE, & UTILITY EASEMENT LINE (PROPOSED AND EXISTING)
------------------------------------------------
z Q TEMPORARY EASEMENT LINE (PROPOSED AND EXISTING)
U -
° x PROPERTY BOUNDARY LINE (EXISTING)
o
g PROPERTY BOUNDARY LINE (EXISTING GINN BATTLE NORTH LLC.,
m a GINN-LA BATTLE ONE LTD LLLP, AND GINN BATTLE SOUTH LLC. PROPERTIES)
Wm
oo w ACCESS CONTROL LINE (PROPOSED AND EXISTING)
m > z
W � Z N m
BARRIER ACCESS CONTROL LINE (PROPOSED AND EXISTING)
RIGHT OF WAY LINE (PROPOSED AND EXISTING)
- ---- ---- ---- ---- ---- ---- ----
VIRGIN RIGHT OF WAY LINE (PROPOSED AND EXISTING)
CITY LIMIT LINE
COUNTY LINE
------------------------
QUARTER SECTION LINE
SECTION LINE
--------------------------------------
SIXTEENTH SECTION LINE
STATE LINE
- - - - - - - - - - - - - - -
TOWNSHIP LINE
-------------------
MINERAL SURVEY LINE
RAILROAD RIGHT OF WAY LINE
SURVEY/ROW
Note: For a co
plans, please rf
Department of
features are sh
new features of
noted with the
Sheet Revisions
Sheet Revisions
Sheet Revisions
Right of Way Plans - Exhibit B
Title Sheet
Project Number: XXXXX
Proiect Location: SH 24 M.P. 147.1 TO M.P. 153.6
DEPARTMENT OF TRANSPORTATION SHE 01 N0.
N. A.
STATE OF COLORADO N.A.
N. A.
5.01-5.06
N. A.
EXHIBIT B - RIGHT OF WAY PLANS 7.01-7.23
8.01-8.04
U.S. HIGHWAY 24 BOUNDARY LINE AGREEMENT M.P. 147.1 TO M.P. 153.6
U.S. HIGHWAY NO. 24
EAGLE COUNTY
T. 6 S. , R. 80 W. & T.5 & 6 S., R.81 W OF THE 6TH P.M.
R.O.W. Length of Project = 6.50 Miles
INDEX OF SHEETS
(1) Title Sheet
(NA) Tabulation of Properties
(NA) Project Control Diagram
(NA) Land Survey Control Diagram
(6) Monumentation Sheets
(NA) Tabulation of Rood Approach Sheets
(23) Plan Sheets
(4) Ownership Maps
(34) Total Sheets
Scales of Original 11"x17" Drawings
Plan Sheets 1"=100'
Basis of Bearings: Bearings used in the calculotions of
coordinates are based on a ggrid bearing of S20'09'53 E
from CM -MP 147.10 to CM -ISP 153.6. Both monuments
,.�.. PrNAT T..., 11 ......4-A ...,..----:-4-1 . }... }A.�G ...tie......}
COLORADO DEPARTMENT OF TRANSPORTATION Sheet Revisions Sheet Revisions Sheet Revisions Right of Way Plans
MM/YY XXXXX XXX mm XXXXX mm X)D= �« Monumentation Sheet 2 of 6
OT Region 3
222 South 6th Street, Room 317 Project Number: U.S. Hwy 24 Boundary Line Agreeement
� 0 Grand Junction, CO 81501-2769 Project Location: Eagle County
Phone: (970) 248-7232 FAX: (970) 248-7233
Right of Way Plane Unit: PIS Leslie DoeHng Sub"some I Shm WlTdd ft of
5.01 b 5= 1 &02 1
COLORADO DEPARTMENT OF TRANSPORTATION Sheet Revisions I Sheet Revisions Sheet Revisions Right of Way Plans
Region 3
'"' ' A01x 10°1 00( 70°10IX '"" XXXXX °a Monumentation Sheet 1 of 6
O 222 South 6th Street, Room 317 Project Number: U.S. Hwy 24 Boundary Line A reeement
Grand Junction, CO 81501-2769 Project Location: Eagle Count
Phone: (970) 2`4.8-72322 TFA�X: (970) 248-7233
Right of Way Plane Unit: PLS Leslie Dueling Project Code: Last Mod. Date Subset Sheets Sheet No. Total No. of Sheets
5.01 to 5.06 1 5.01 1 6
ROW SEGMENT TABLE
FOUND R.O.W. MONUMENT COORDINATE TABLE
Point No.
Northing(ft)
Easting(ft)
Description
52
28225.026
5656.749
CDOT Type 1 - ROW PROJ. BRF 024-1-24 PT. # 356
57
28058.612
5536.563
CDOT Type 1 -ROW PROJ. BRF 024-1-24 PT. # 357
60
27543.396
5402.661
CDOT Type 1 - ROW PROJ. BRF 024-1-24 PT. # 358
63
27114.165
5411.864
CDOT Type 1 - ROW PROJ. BRF 024-1-24 PT. # 359
77
26187.029
5346.999
CDOT Type 1 -ROW PROJ. BRF 024-1-24 PT. # 361
92
26192.9312
5772.0702
CDOT Type 1 -FAP No. 78 (2) STA 0 X 00
95
25915.7017
6085.1273
CDOT Type 1
96
26327.5178
5965.1913
CDOT Type 1 - FAP No. 78 (2) STA 7 X 00
98
26424.5715
6232.9411
CDOT Type 1 - FAP No. 78 (2) STA 9 X 00
101
27412.3461
6371.4682
CDOT Type 1 - FAP No. 78 (2) STA 20 X 01.8
102
27677.2507
6470.274
CDOT Type 1 - FAP No. 78 (2) STA 21 X00
103
27675.7749
6731.5144
CDOT Type 1 - FAP No. 78 (2) STA 22 X 00
104
27574.1048
6906.3338
CDOT Type 1 - FAP No. 78 (2) STA 23 X 00
105
27418.2896
6998.8496
CDOT Type 1 - FAP No. 78 (2) STA 23 X 77.3 BK 288 X 35.5 AH
108
26707.9244
6595.5227
CDOT Type 1
110
26579.4776
6828.7718
CDOT Type 1 - ROW PROJ. 20349 PT. NO. 601
112
26202.8406
6696.4284
CDOT Type 1 - FAP No. 78 (2) STA 40 X 71.3
113
26164.2243
6433.471
CDOT Type 1 - FAP No. 78 (2) STA 41 X68.4
117
25169.9546
6330.4872
CDOT Type 1 - FAP No. 78 (2) STA 51 X 00
118
25072.4049
5710.5993
CDOT Type 1 - FAP No. 78 (2) STA Illegible
120
24467.3273
5530.039
CDOT Type 1 - FAP No. 78 (2) STA 60 X 37.2
122
24166.4633
5888.2267
CDOT Type 1 - FAP No. 78 (2) STA 63 X 99.9
127
23932.5867
5740.443
CDOT Type 1 - FAP No. 78 (2) STA 66 X 00
129
23682.5667
6296.9377
CDOT Type 1 - FAP No. 78 (2) STA 71 X00
130
23388.0866
6273.8283
CDOT Type 1 - FAP No. 78 (2) STA 73 X 00
133
23222.6873
5792.7955
CDOT Type 1 - FAP No. 78 (2) STA 77 X 00
134
23139.0186
6014.0877
CDOT Type 1 - FAP No. 78 (2) STA 76 X 26.9
135
22845.3671
5908.7922
CDOT Type 1 - FAP No. 78 (2) STA 80 X 39.0
136
22843.8535
5681.6452
CDOT Type 1 - FAP No. 78 (2) STA 80 X 00
138
22200.4016
6029.2496
CDOT Type 1 - FAP No. 78 (2) STA 86 x 57.8
139
21941.902
6163.2163
CDOT Type 1 - FAP No. 78 (2) STA 90X59.0
140
21806.788
6291.8917
CDOT Type 1 - FAP No. 78 (2) STA 92 X 00
141
21672.0046
6330.6785
CDOT Type 1 - FAP No. 78 (2) STA 93 X 00
146
21081.9727
6637.6653
CDOT Type 1 - FAP No. 78 (2) STA 100 X 39.7
148
20659.5032
6468.5762
CDOT Type 1 - FAP No. 78 (2) STA 104 X 00
150
20509.0101
6720.8202
CDOT Type 1 - FAP No. 78 (2) STA 106 X 05.3
153
20235.9243
6688.036
CDOT Type 1 - FAP No. 78 (2) STA 108 X 09.4
155
19941.0172
6467.1125
CDOT Type 1 - FAP No. 78 (2) STA 111 X 00
156
19804.1773
6753.334
CDOT Type 1 - FAP No. 78 (2) STA 113 X 00
157
20124.8307
6823.6167
CDOT Type 1 - FAP No. 78 (2) STA 114 X 76.1
162
20478.4343
7592.6493
CDOT Type 1 - FAP No. 78 (2) STA 123 X 63.4
164
20790.348
8226.2456
CDOT Type 1 - FAP No. 78 (2) STA 130 X 00
166
20676.4324
8523.7327
CDOT Type 1 - FAP No. 78 (2) STA 132 X 00
168
19325.2104
8389.6734
CDOT Type 1 - FAP No. 78 (2) STA 144 X 00
169 1
19278.4744 1
8171.5984
1 CDOT Type 1 - FAP No. 78 (2) STA 145 X 00
COLORADO DEPARTMENT OF TRANSPORTATION Sheet Revisions I Sheet Revisions Sheet Revisions Right of Way Plans
Region 3
'"' ' A01x 10°1 00( 70°10IX '"" XXXXX °a Monumentation Sheet 1 of 6
O 222 South 6th Street, Room 317 Project Number: U.S. Hwy 24 Boundary Line A reeement
Grand Junction, CO 81501-2769 Project Location: Eagle Count
Phone: (970) 2`4.8-72322 TFA�X: (970) 248-7233
Right of Way Plane Unit: PLS Leslie Dueling Project Code: Last Mod. Date Subset Sheets Sheet No. Total No. of Sheets
5.01 to 5.06 1 5.01 1 6
ROW SEGMENT TABLE
FOUND R.O.W. MONUMENT COORDINATE TABLE
Point No.
Northing(ft)
Easting(ft)
Description
170
18917.821
8036.1362
CDOT Type 1 - FAP No. 78 (2) STA 149 X 00
172
18437.5323
7858.037
CDOT Type 1 - FAP No. 78 (2) STA 154 X 00
173
18399.9661
8002.2379
CDOT Type 1 - FAP No. 78 (2) STA 154 X 00
179
17728.0025
8287.626
CDOT Type 1 - FAP No. 182A(2) STA 163 X 00
184
17495.8597
8941.7864
CDOT Type 1
186
17186,05
8845.8367
CDOT Type 1 - FAP No. 182A(2) STA 172 X 80.4
187
17155.8747
9068.4177
CDOT Type 1
190
16676.144
8730.251
CDOT Type 1 - FAP No. 182A(2) STA 178 X 00
193
16584.2713
8983.1983
CDOT Type 1
196
16020.0415
8670.9075
CDOT Type 1
197
15991.558
8894.8557
CDOT Type 1
198
15517.176
8745.6853
CDOT Type 1
199
15233.7933
8691.0383
CDOT Type 1
202
15239,474
9081.7203
CDOT Type 1
203
14921.5113
8976.6997
CDOT Type 1
204
14965.017
9135.8675
CDOT Type 1
206
14491.098
9057.2813
CDOT Type 1
207
14356.9057
9082.4997
CDOT Type 1
208
14280.505
8876.025
CDOT Type 1
209
14174.4323
8950.1183
CDOT Type 1
210
14187.9703
9213.189
CDOT Type 1
211
14105.7363
9334.8993
CDOT Type 1
212
14057.2323
9785.8667
CDOT Type 1
213
13780.6273
9821.9607
CDOT Type 1 - FAP No. 182A(2) STA 214 X 12.4 BK
219
13297.2187
10061.0633
CDOT Type 1 - FAP No. 182A(2) STA 200 X 95.7 AH
220
12879.698
9909.047
CDOT Type 1 - FAP No. 182A(2) STA 204 X 31.4 AH
221
12785.0123
9947.1357
CDOT Type 1 - FAP No. 182A(2) STA 205 X 79.0 AH
222
12757.076
10256.2523
CDOT Type 1 - FAP No. 182A(2) STA 206 X 92.2 AH
225
12192.5727
10463.3747
CDOT Type 1 - FAP No. 182A(2) STA 214 X 00 AH
245
11816.0433
10934.2627
CDOT Type 1 - FAP No. 182A(2) STA 219 X 00
250
11247.821
10791.9143
CDOT Type 1 - FAP No. 182A(2) STA 222 X 45.0
251
11249.446
10943.051
CDOT Type 1- FAP No. 182A(2) STA 224 X 52.2
252
11237.0001
10941.8963
CDOT Type 1
254
10808.476
10716.3267
CDOT Type 1 - FAP No. 182A(2) STA 229 X 00
255
10595.762
11062.5063
CDOT Type 1 - FAP No. 182A(2) STA 233 X 05.0
257
10577.2133
11432.375
CDOT Type 1- FAP No. 182A(2) STA 236 X 92.7
258
10411.8364
11864.7613
CDOT Type 1 - FAP No. 182A(2) STA 242 X 27.1
259
10575.2073
12138.6503
CDOT Type 1 - FAP No. 182A(2) STA 245X00
261
10315.0467
12660.3267
CDOT Type 1 - FAP No. 182A(2) STA 25OX00
263
10114.276
12705.4342
CDOT Type 1 - FAP No. 182A(2) STA 251 X 51 EL. 8781.89
264
9979.03
12363.188
CDOT Type 1 - FAP No. 182A(2) STA 253 X 50
265
9556.63980
12580.239
CDOT Type 1 - FAP No. 182A(2) STA 257X19.4
267
27057.0728
6513.4373
CDOT Type 1 - FAP No. 78 (2) STA 16 X 00
274
27071.1833
6870.727
CDOT Type 1 -ROW PROJ 20349 PT No. 600 (90' W.C. )
COLORADO DEPARTMENT OF TRANSPORTATION Sheet Revisions I Sheet Revisions Sheet Revisions Right of Way Plans
Region 3
'"' ' A01x 10°1 00( 70°10IX '"" XXXXX °a Monumentation Sheet 1 of 6
O 222 South 6th Street, Room 317 Project Number: U.S. Hwy 24 Boundary Line A reeement
Grand Junction, CO 81501-2769 Project Location: Eagle Count
Phone: (970) 2`4.8-72322 TFA�X: (970) 248-7233
Right of Way Plane Unit: PLS Leslie Dueling Project Code: Last Mod. Date Subset Sheets Sheet No. Total No. of Sheets
5.01 to 5.06 1 5.01 1 6
ROW SEGMENT TABLE
Segment
POB Station
Offset
POT Station
Offset
A
243+36.17
R 171.50
72+71.66
R 135.63
B
71+81.39
R 126.48
71+19.16
R 146.43
C
64+49.74
R 114.32
45+60.04
R 41.59
D
44+69.19
R 41.03
36+94.61
R 45.03
E
25+35.34
R 40.62
15+84.74
R 39.93
F
14+97.03
R 40.85
18+00.00
R 54.46
G
36+86.64
L 35.03
45+19.34
L 38.61
H
46+80.50
L 38.29
61+54.96
L 85.45
I
64+21.74
L 84.73
67+90.44
L 119
J
71+82.72
L 157.75
101+92.26
L 100.90
K
101+99.04
L 103.06
243+21.97
L 86.73
L
245+25.23
L 83.30
257+19.79
L 122.03
M
258+87.18
L 100.32
296+64.59
L 83.74
N
303+40.40
L 86.91
336+49.63
L 85.96
COLORADO DEPARTI[ENT OF TRANSPORTATION
222 South 6th Streat, Room 317
r Grand Junction, CO 81501-2769
Phone: (970) 248-7232 FAX: (970) 248-7233
Right of Way Plans Unit: PIS Leslie Dueling
Sheet Revisions
Sheet Revisions
TABULATION OF R.O.W. MONUMENTS TO BE SET
PROJECT COORDINATE TABLE
Point No.
Point No.
Project Coordinates
Northing(ft) Easting(ft)
Elev ft
NAVD88
( )
Description
2
32749.87900
3904.11100
7977.680
FOUND CDOT Type 2 MON.
- MP 147.1
10
32421.39900
4073.96700
7976.000
FOUND CDOT Type 2 MON.
- MP 147.2
21
30532.46700
5100.02300
8377.970
FOUND CDOT Type 2 MON.
10
149
20519.63000
6600.23000
8802 020
FOUND CDOT Type 2 MON.
- CP 1504 MP 150.35
151
20375.00200
6509.68300
8812.56
FOUND CDOT Type 2 MON.
- CP 1505 MP 150.4
154
20107.8997
6519.75730
8830.330
FOUND CDOT Type 2 MON.
- CP 1506
266
9471.64800
12452.52700
8789.650
FOUND CDOT Type 2 MON.
- MP 153.6
COLORADO DEPARTI[ENT OF TRANSPORTATION
222 South 6th Streat, Room 317
r Grand Junction, CO 81501-2769
Phone: (970) 248-7232 FAX: (970) 248-7233
Right of Way Plans Unit: PIS Leslie Dueling
Sheet Revisions
Sheet Revisions
TABULATION OF R.O.W. MONUMENTS TO BE SET
Point No.
GEODETIC COORDINATE TABLE
Northing(ft)
Easting(ft)
Description
Point No.
Geodetic Coordinates NAD-83(XX) (CHARM)
Latitude(N) Longitude(W)
Elip Height
NAVD88 m
( )( )
Mapping Angle
Grid Scale Factor
NAD 83(XX) Zone 0502
SP Northing(m) SP Easting(m)
Description
2
39* 34'14.80543"N
106° 24'26.06839"W
2419.198
-03419.88
0.999969460
498063.01900
836449.79400
FOUND CDOT Type 2 MON.
- MP 147.1
10
39* 34' 11.56088" N
106'24'23.89971"W
2418.685
-0 34 18.51
0.999969330
497962.44600
836500.55400
FOUND CDOT Type 2 MON.
- MP 147.2
21
39* 33'52.90169" N
106` 24'10.79917"W
2427.7118
-0 34 10 25
0.999968600
497383.91700
836807.50100
FOUN D CDOT Type 2 MON.
37+95,58
149
39* 32' 13.98679" N
1060 23'51.64166"W
2670.4051
-03358.16
0.999964830
494329.04500
837234.62100
FOUND CDOT Type 2 MON.
- CP 1504 MP 150.35
151
39' 32'12.55799"N
106* 23'52.79677"W
2673.620
-03358,89
0.999964780
494285.25600
837206.60400
FOUND CDOT Type 2 MON.
- CP 1505 MP 150.4
154
39* 32'09.91930" N
106* 23'52.66798" W
2679.036
-0 33 58.81
0.999964680
494203.85400
837208.87400
FOUND CDOT Type 2 MON.
- CP 1506
266
39* 30'24.84136" N 1
106* 22'36.99M4" W
2666.476
-03311.08
1 0.999960950
490945.82800
838984.49000
1 FOUND CDOT Type 2 MON.
- MP 153.6
COLORADO DEPARTI[ENT OF TRANSPORTATION
222 South 6th Streat, Room 317
r Grand Junction, CO 81501-2769
Phone: (970) 248-7232 FAX: (970) 248-7233
Right of Way Plans Unit: PIS Leslie Dueling
Sheet Revisions
Sheet Revisions
Sheet Revisions
Monumentation Sheet 3 of 6
Project Number: U.S. Hwy 24 Boundary Line A reeement
Proiect Location: Eaale Countv
TABULATION OF R.O.W. MONUMENTS TO BE SET
Point No.
Point No.
Northing(ft)
Easting(ft)
Description
Station
Offset
3
32628.082
3931.5156
CDOT Type 1
0+00
R 54.50
7
325782637
3960.9838
CDOT Type 1
1+73-02
R 51.59
33
29476.28
5695.8544
CDOT Type 1
37+26.69
L 34.67
34
29443.2554
5622.989
CDOT Type 1
37+25.96
R 45.32
35
29375.0967
5657.9048
CDOT Type 1
38+02.48
R 42.35
36
29414.9372
5727.2786
CDOT Type 1
37+95,58
L 37.34
37
29341.3039
5765.0767
CDOT Type 1
38+7826
L 40.62
38
29308.133
5692.2582
CDOT Type 1
38+77.67
R 39.39
42
29216.5909
5821.8325
CDOT Type 1
40+13.11
L 41.80
51
28421.471
5747.2712
CDOT Type 1
48+34.18
R 43.53
89
26029.0232
5571.5136
CDOT Type 1
71+99.68
R 125.55
91
26190.4098
5768.4521
CDOT Type 1
73+04.48
L 109.67
93
25824.5
5946.0437
CDOT Type 1 - 50' W.C.
74+44.80
R 267.91
97
26155.1955
6221.4661
CDOT Type 1
76+83.66
R 257.40
100
26762.1076
6494.9053
CDOT Type 1
83+77.92
R 73.80
106
27161.0645
6878.3474
Not Set as Point Falls in Steep Terrain
96+49.10
L 73.29
114
26048.248
6301.614
CDOT Type 1
109+2432
R 192 82
115
25597.8054
6393.8638
CDOT Type 1
112+97.60
L 84,8
116
25523.9219
6210.3297
CDOT Type 1
114+06,06
R 80.67
119
24751.621
5882.982
CDOT Type 1 - R.M.
123+36.89
L 143.54
121
24316.0101
5670.3691
CDOT Type 1
128+05.48
R 119.87
128
23695.556
5999.1948
CDOT Type 1
134+50.51
R 98.57
131
23464.4303
6054.3717
CDOT Type 1
138+86.52
R 90.37
137
22236.2347
5755.0527
CDOT Type 1
151+6153
L 176.60
143
21437.0403
6312.421
CDOT Type 1 - 40' W.C.
160+95.86
L 82.08
144
21220.5636
6172.634
CDOT Type 1
162+09.60
L 149.42
145
21019.8192
6388.0232
CDOT Type 1
165+15.39
R 102.88
152
20240.6074
6402.854
Not Set as Point Falls in Steep Terrain
174+01.53
R 132.57
158
19878.9698
7033.4571
CDOT Type 1
179+80.85
R 178.29
Sheet Revisions
Monumentation Sheet 3 of 6
Project Number: U.S. Hwy 24 Boundary Line A reeement
Proiect Location: Eaale Countv
TABULATION OF R.O.W. MONUMENTS TO BE SET
Point No.
Northing(ft)
Easting(ft)
Description
Station
Offset
160
20124.4955
7313.3927
CDOT Type 1
184+45.29
R 169.35
161
20361.7757
7244.161
CDOT Type 1 - R.M.
184+13.17
L 76.66
163
20528.9645
8061.798
CDOT Type 1
192+51.79
R 94.60
165
20401.6518
8324.6332
CDOT Type 1
198+32.80
R 97.66
167
19804.7576
8134.6022
CDOT Type 1
204+41.60
R 190.50
171
18537 8865
7890.5888
CDOT Type 1
217+92.34
R 44.75
174
18376.6467
7845.657
CDOT Type 1 - 90' W.C.
219+51.57
R 57.90
175
18057.4197
7843.981
CDOT Type 1 - 60' W.C.
222+35.09
R 82.15
176
18084.7033
8012.742
CDOT Type 1 - R.M.
222+87,94
L 81.54
178
17766.4059
7867.9175
CDOT Type 1
224+67.28
R 218.99
181
17420 947
8202.2853
CDOT Type 1
228+49.22
R 217.03
183
17317.7988
8688.2216
CDOT Type 1
233+08.67
R 175.51
215
13864.7311
10007.5636
CDOT Type 1
279+35.87
L 98.95
217
13632.2939
10039.1165
CDOT Type 1
281+40.40
L76.74
224
12446.7817
10596.8166
CDOT Type 1
295+65.51
L 94.81
253
11006.276
10887.93
CDOT Type 1 - 101' W.C.
310+25.52
L 74.21
260
10513 3193
12469.728
CDOT Type 1 - R.M.
331+01.91
L 92.94
275
24588.218
5787.673
1-1/2" Alum. Cap PE & PLS 28036 W.C.
125+36.29
R 30.72
276
20332.154
7183.479
1-1/2" Alum. Cap PE & PLS 28036 R.M.
183+60.02
L 68.07
277
20354.2591
7220.5493
Not Set as Point Falls in Steep Terrain
183+93.60
L 75.29
278
18044.7147
8013.3125
Not Set as Point Falls in Steep Terrain
223+24.32
L 60.65
279
10509.234
12504.8663
Not Set as Point Falls in Steep Terrain
331+27.01
L 106.66
280
10459.73
12490.537
1-1/2"Alum. Cap PE & PLS 28036 R.M.
331+38.73
L 57.23
282
10907.9405
10864.9473
Not Set as Point Falls in Steep Terrain
311+33.99
L 72.8
283
18117.2169
7839.0822
Not Set as Point Falls in Steep Terrain
221+86.12
R 66.97
284
18288.4225
7827.7531
Not Set as Point Falls in Steep Terrain
220+33.54
R 60.19
285 1
25797.1195 1
5904.1505 1
Not Set as Point Falls in Steep Terrain 1
74+21.55 1
R 285.98
286 1
21397.16251
6309.2785
Not Setas Point Falls in Steep Terrain 1
161+41.26 1
L 62.07