Loading...
1099SECTION 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