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222 SOUTH 6TH. ST.
ROOM 317
t GRAND JUNCTION, CO 81601
PHONE 97M83-6234 FAX 970 - 683 -6249
REGION 3
Lineal Unas = U.S. Survey Feet
0 400 800 1800
( W 7wr )
aaaFRIC SCAts
1 inch - 800 &
t�° 3jas
s
1/4 1
371Sa
2006
A
-CO,
%'150 F04
T25 R84W
s7 se
5 18 S 17
1916
ALORADO DEPAR I MENT OF TRANSPORTATION
- 222 SOUTH 6TH. ST.
ROOM 317
GRAND JUNCTION, CO 81601
PHONE: 970. 683.6234 FAX 970-683 -6249
Tet T€;-A CD
OWNER: BUREAU OF LAND
MANAGEMENT
MAILING ADDRESS:
2300 RIVER FRONTAGE ROAD
SLT. CO 81652
NOTES
Sheet Revisions Sheet Revisions 500 Broadway
lion nitiais Date Description Initials _1 Eagle, Colorado
81631 -0850 118 West Sixth Street, Suite 200
s� Telephone: Glenwood Springs, CO 81601
=`- - - =�'� ` •' 970- 328 -3560 970.945.1004 www.sgrrHnc.com
Township 2 South, Range 84 West, of the 6th Principal Meridian
PROJECT CONTROL DIAGRAM
PLAN SHEET
Project Number: BRO C440 -007
Project Location: Catamount Bridge on Eagle County
Road 301 over the Colorado River
?ro' ct Code: IlLast
Mod. Date
utset Sheet Sheet No Total No. of Sheet
18601
1 04 -29 -14
13.03 of J.0-51 5 1 7
Coordinate System: Colorado State Plane, 1983 modified to
ground (see below)
mate Zone: Colorado Central 0502
Coordinate Datum: NAD 1983 (Conus)
Project Latitude: 39 SY 26.23642'N
Project Longitude: 106 49' 55.91202"W
Project Height 6519.317
Combined Scale Factor. 0.999719819
Projection Central Point 1 (Seed Pant)
Seed Point North: 1752033.811
Seed Point East 2626174.491
Local Site Ground Scale Factor. 1.0002802593
Units: U.S. Survey Feet
Vertical Datum: NAVD88
Geoid Model: GEOID 12
XT's �Fa To convert from State Plane Coordinates to Project Coordinates execute the following procedure:
^' T2s R84W
1. Subtract the Seed Point State Plane Northing or Easting from the respective State Plane Northing
a or Easting
s a s 9
We 75 1/4 0 2. Multiply the result by the Local Site Ground Scale Factor
To, 3. Add the Seed Pant State Plane Northing or Easting
1994
500
SW'�\S 4. The resulting coordinate is the Project Coordinate
y{
- - - - - - - o - - - - - - - bU - - - - - - - - - - -
S89 45 32 "E LU 1 5280.48' �!
. o
o I m 200' Union Pacific /
Z I Railroad ROW
:Roolcm*
CP 2 ComTM%1°"�
.4 It 1752370.98' _
�o E 2626271.68 CR 301- _ l
EL
CPi
N: 1752033.8'
E 2626174.45 \
EL: 6562.54'
pWcO"F 9k7,1'gM5 in
iR Of
coo -ows
I�
\ AND 0
p { S2s0 C,
t'
r
1/4
T
ii s a
S 17
1916
PROJECT CONTROL DIAGRAM NOTES
-BASIS OF BEARINGS: BEARINGS USED IN THE CALCULATIONS OF
PROJECT COORDINATES ARE BASED ON A BEARING OF N00 °47'53'E A
DISTANCE OF 5273.66 FEET BETWEEN FOUND MONUMENTS AT THE
SOUTH 1/4 CORNER OF SECTION 8 AND THE NORTH 1/4 CORNER OF
SECTION 8, BOTH BEING 1916 GILD BRASS CAPS AS SHOWN HEREON.
-ALL LINEAL UNITS ARE EXPRESSED IN U.S. SURVEY FEET
- BEARINGS AND DISTANCES SHOWN ON THIS DIAGRAM REPRESENT THE
MEASUREMENTS BETWEEN FOUND MONUMENTS FOR SECTION 8 ONLY.
- ALL PROPERTY IN THE SOUTHWEST } OF SECTION 81S OWNED BY THE
BUREAU OF LAND MANAGEMENT
0 L l �F
*RAP
I% ,
.� 38388 X:
6/18/14•.••��
I L
Sheet Revisions Sheet Revisions 500 Broadway 6SGM
Descri lion n(tiais Dote Description Initials I Eagle, Colorado
81631 -0850
118 West Sixth Street, Suite 200
,W'- Telephone: Glenwood Springs, CO 81601
- y 97&328- 3560 970.945.1004 www.sgm4nc.corn
OWNER: UNION PACIFIC RAIL ROAD
MAILING ADDRESS:
1400 DOUGLAS STREET
OMAHA, NE 68179
4 4SIS OF BEARINGS: BEARINGS USED N THE CALCULATIONS OF
COORDINATES ARE BASED ON A GRID BEARING OF N00'4T53'E
BETWEEN FOUND MONUMENTS AT THE SOUTH } CORNER OF
SECTION 8 AND THE NORTH } CORNER OF SECTION 8 AS SHOWN ON
SHEET 5.
- ALL LINEAL UNITS ARE EXPRESSED IN U.S. SURVEY FEET
- CENTERLINE STATION AND OFFSET CALLOUTS FOR TEMPORARY
EASEMENTS AND NEW ROW POINTS MAY NOT REPRESENT THE 204
SECTION 8
\ T. 2 S., R. 84 W., 6TH P.M. \
t Curve Table
P.O.B. TE -2
P.O.B. TE -1 Curve # Length Radius Delta Chord Direction Chord Length \ Pant
P \ SW Coomer men
of Section 8 Bears
oint No. 200
SW Caner of Section 8 Bears \ C9 115.98' 238.00' 27 °55'15' N27° 17'29E 114.84' S 32' 38' 56' W,1567.9T
S 34' 5917" W, 1054.78'
KIUH I Ut WAT t I_ANZs
PLAN SHEET
Project Number: BRO C440 -007
Project Location: Catamount Bridge on Eagle County
Road 301 over the Colorado River
Project Code:
ILast Mod. Datel5ubset
SlheetsiSheet
Ne.•.atal
No. of Sheet
18601
1 6 -13-14
17.01 of 7.01 1
7
1 7
rc [ Line Table
Line #
Direction
Length
1_112
S06 °16'18 "E
5.00'
L13
N06- 1618"W
5.00'
51 Line Table
Line #
Direction
Length
L7
N13- 26.31 -W
13.31'
L8
N19- 19'57"E
35.96
L9
N74'S8'38 "E
28.18'
L10
N14'41'18 "E
36.6'
L11
N19'51'22"W
43.55'
200' Union Pacific
/
/� Railroad ROW
\
� CP 2
/ it 1752370.96'
\ E: 2626271.68' Graphic Scale
/ EL 6562.33'
\0 30 60 120
J9 \
33 "rcj In Feet: I'= 60'
Nip \ 212 \
CENTERLINE ASCONSTRUCTED. 91 9Q93 % L1 �
o�Q0 L l �F
••••••••••
-- so � S:
-
*AL L AND 2_17f
105
104 4
f
� f
101
Y
SGM
® �. (:E:) 211
F ,
41,
��`�°
/ ~ 207 f 6� F HIGHWAY PARCEL 6
i {i 7 205 BOOK 7 PAGE 365
o g N: 1752033.81'
t E: 2626174.45
EL• 6562.54'
�
Direction
Length
L1
zoz
_
i
g415
r. ~'
'
� 21 \ •____ - -
I
X
379.2 5
40.37'
C2
T
log.
T �i
-.- -T N41 °15'06 "E
S19'22'07"W
147.59'
C3
149.26'
tgnstrtnSionCL
�. 439.36
43 °11'31"
S62 °50'52W
..r,. : het` k 6 S 83043'42"W
i 1Z 1
r z,
4
g 41 °15'06" W � f _ 47.47
• � '� - - _ - - - - - - � 439.36' _ r
l .r P.O.B TE -1 215 ��$$ °37' " Y ° " y �- CP 3 217 \ \ 1q
N4 15'06 E
Point No. 215 3� E - �" -� 01 v N: 1752313.17 \ 1
I-0 G SW Comer of Section 8 Bears 17,20' -� --- 393.00' o E: 2625608 50 \
_/ �- 1p9$ EL: 6574.87 \
S38'W1TW,1161.61 216 'Pi \\
1p
�� 2
P.O.B. RW-1
PON No. 100
SW Comer of Seclon 8 Bears
S39' 41' 23' W, 956.48'
Line Table CL
Line #
Direction
Length
L1
NO2 °30'52'W
9.78'
L2
N84'26'37"E
100.36'
Curve Table CL
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
C1
40.58'
113.76'
20 °26'23'
S12 °44'03'E
40.37'
C2
151.24'
198.00'
43 °45'58"
S19'22'07"W
147.59'
C3
149.26'
198.00'
43 °11'31"
S62 °50'52W
145.75'
wi
Line Table
Line #
Direction
Length
L3
N67- OZ45 "E
80 -W
L4
S02 °30'52 "E
9.78'
L5
N83 °43'42 -E
122.8T
L6
S02- 30 -52-E
9.78'
h�1 Curve Table
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
C4
54.85'
153.76'
20 °26'23"
N12 °44'03'W
54.56'
C5
181.80'
238.00'
43 °45'58"
N19 °22'07"E
177.41'
C6
30.71'
158.00'
11'08'13'
S46'49'1 3W
30.66'
C7
120.69'
158.00'
43°4658"
S19 °22'07"W
117.78'
C8
26.31'
73.76
20 °26'23"
S12 °44'03"E
26.1'
N.