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1046d 0 I s �I n a _ 1 1 � IL P will+ 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.