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0950cc W Cm C z 0 z_ Q 0 W Cm G z� z_ Q O cc W z z Q H O W z z �ti �LC) m w o m Lijz Z L- . a M LC U W o m ° LC a- 0 0 LL Cnn a c J w CJ z � r w w s m z� Q to �I W G z �o z_ Q U 0 � 0 Cr a Q Q 0 w L-U z z , u� a W CD m _2E z cn m LE 0 °O � 0 J a 0 LU w z z C- a =5 w z _ a CIJ C) C)[ a U d u� CONVEYANCE PARCEL LEGAL DESCRIPTION A Parcel of Land, located in Tracts 51 and 52 and in Sections 17 and 18, T4S, R83W of the 6th P.M., County of Eagle, State of Colorado, more particularly described as COMMENCING at Comer 4, of Tract 52 which is described as a 2 -1/2' GLO brass capped monument on a V pipe, from which Comer 5 of said Tract 52 a 2 -1/2" GLO brass cap on a V pipe 1918 beam South 0 degrees 00 minutes 30 seconds West, (Basis of Bearing) 1529.36 feet; thence North 75 degrees 19 minutes 24 seconds East, 1387.88 feet to the Southerly right of way fine of 1 -70W to a found 3.25" aluminum monument PS37939 -No. 3897 as shown in Land Survey Plats, deposited as Book 1, Pages 745 - 750, Eagle County, Colorado and the TRUE POINT OF BEGINNING; Thence North 77 degrees 10 minutes 45 seconds East, 161.92 fast along said Southerty right of way line of 1 -70W to a found 3.25" aluminum monument PS37939 -No. 3896 as recorded in said Book 1, Pages 745 - 750; Thence North 82 degrees 11 minutes 04 seconds East, 456.91 feet along said Southerly right of way fine of 1 -70W, to a found 3.25' akminum monur ent PS37939 -No- 3895 as recorded in said Book 1, Pages 745 - 750; Thence Northeasterly, 412.31 feet along the arc of a curve concave to the North, said arc Wong said 1-70W right of way line, to a found 3.25" aluminum monument PS37939 -No. 3894 as recorded in said Book 1, Pages 745 - 750, said curve having a radius of 1806.30 feet, a control angle of 14 degrees 42 minutes 24 seconds, and being subtended by a chord that bears North 75 degrees 01 minutes 47 seconds East, 411.18 feet Thence North 67 degrees 55 minutes 58 seconds East, 199.73 feet along said Smithery right of way line of 1 -70W, to a found 3.25' aluminum monument PS37939 -No. 3893 as recorded in said Book 1, Pages 745 - 750; Thence Northeasterly, 621.40 feet along the arc of a curve concave to the Northwest, said arc along said 1-70W right of way fine, to a found 3.25' aluminum monument PS37939 -No. 3608 as recorded in said Book 1, Pages 745 - 750, said curve having a radius of 11428.20 feet, a central angle of 3 degrees 06 ff*xd s 56 seconds, and being subtended by a chord that boors North 65 degrees 07 minutes 23 seconds East 621.32 feet Thence Northeasterly, 429.96 feet along the arc of a curve concave to the Northwest, said arc along said 1 -70W right of way line to a found 3.25" aluminum monument PS37939 -No. 3606 as recorded in said Book 1, Pages 745 - 750, said curve having a radius of 3788.80 feet, a central argte of 6 degrees 30 minutes 07 seconds, and being subtended by a chord that boors North 60 degrees 10 minutes 35 seconds East, 429.73 fast Thence North 56 degrees 53 minutes 42 seconds East 602.62 feet along said Southerly right of way fine of 1 -70W to a found 3.25' alu nmu n monument PS37939 -No. 3892 as recorded in said Book 1, Pages 745 - 750; Thence North 0 degrees 09 minutes 50 seconds Vest, 23.78 feet along said Southerly right of way fine of 1 -70W to a found 3.25" aluminum monument PS37939 -No. 3891 as recorded in said Book 1, Pages 745 - 750; Thence North 56 degrees 54 minutes 30 seconds East. 1146.35 feet Wong said Southerly right of way fine of 1-70W to a found 3.25' aluminum momxnent PS37939-No. 3890 es recorded in said Book 1, Pages 745 - 750 Thence (saving said Southerly right of way fine South 43 degrees 44 minutes 19 seconds East, 253.95 feet Wong Westerly Line of Parcel No. 79 described in Reception No. 115100 and Southwesterly right of way fine of 1 -70W to a found 3.25' aluminum monument PS37939 -No. 3727 es recorded in said Book 1, Pages 745 - 750 Thence South 57 degrees 52 minutes 45 seconds East 224.38 feet along said Southwesterly right of way line of 1 -70W to an angle point as recorded in said Book 1, Papas 745-750 Thence South 59 degrees 08 minutes 19 seconds East, 111.41 hest along said Southwesterly right of way line of 1 -70W to an angle point as recorded in said Book 1, Pages 745-750 Thence South 58 degrees 01 minutes 14 seconds East 83.15 feet along said Southwesterly right of way fine of I-70W to a found 3.25" aluminum monument PS37939 -No. 3728 as recorded in said Book 1, Pages 745 - 750; Thence North 38 degrees 31 minutes 54 seconds East, 211.92 feet along said Southerly right of way line of 1-70W to a hound 3.25' aluminum monument PS37939 -No. 3729 as recorded in said Book 1, Pages 745 - 750; Thence North 68 degrees 22 minutes 51 seconds East 436.68 feet along said Southerly right of way line of 1 -70W to a found 3.25" aluminum monument PS37939 -No. 3730 as recorded in said Book 1, Pages 745 - 750; Thence North 67 degrees 32 minutes 56 seconds East, 113.78 heat along said Southerly right of way fine of 1 -70W to a hound 3.25' aluminum monument PS37939 -No. 3718 as recorded in said Book 1, Pages 745 - 750; Thence North 69 degrees 53 minutes 49 seconds East 309.28 feet along said Southerly right of way line of 1 -70W to a found 3.25" aluminum monument PS37939 -No. 3719 es recorded in said Book 1, Pages 745 - 750; Thence North 74 degrees 16 minutes 29 seconds East 137.24 feet along said Southerly right of way fine of 1 -70W to a found 3.25" skaninum monument PS37939 -No. 3830 as recorded in said Book 1, Pages 745 - 750; Thence North 49 degrees 40 minutes 35 seconds East 105.08 feet along said Southsrty right of way line of 1 -70W to a hound 3.25" aluminum monument PS37939 -No. 3829 as recorded in said Book 1, Pages 745 - 750; Thence Northeasterly, 405.41 fast along the arc of a curve concave to to Northwest, said arc along said 1-70W right of way line, to a hound 3.25" aluminum monument PS37939 -No. 3836 as recorded in said Book 1, Pages 745 - 750, said curve having a radius of 5879.80 feet a central angle of 3 degrees 57 minutes 02 seconds, and being subtended by a chord that bears North 81 degrees 20 minutes 28 seconds East 405.41 feet Thence North 79 degrees 25 minutes 51 seconds East, 918.77 foot along said Southerly right of way line of 1 -70W to East Line of Trod 45, to a set 2" Aluminum cap on a 88 re-bor marked, PLS 37958 Eagle County Erg. Dept; Thence South 0 degrees 02 minutes 01 seconds East, 3796.84 feet along the East Line of said Trod 45, to a 2 -1/2" GLO braes capped monument on a 1" pipe narked as Carer No. 4 of said Trod 45; Thence South 89 degrees 49 minutes 38 seconds Vest 1319.83 feet along the South Line of said Trod 45, to a set 2" Aluminum cap on a 46 re-bor narked es a Comer 3 of said Trod 45, PLS 37958 Eagle County Erg. Dept.; Thence North 0 degrees 04 minutes 38 seconds East, 2639.65 feet along the Vest Line of said Trod 45, a 2 -1/2" GLO brass capped monument on a 1' pipe marked as Caner 6 of said Trod 51; Thence South 89 degrees 55 minutes 56 seconds West, 865.51 feet along the South Line of said Trod 51 to the Northwest Comer of Government Lot 5, to a set 2' Aluminum cap on a 86 re-bar marked, PLS 37958 Eagle County Eng. Dept, Section 17, T4S, R83W; Thence South 0 degrees 34 minutes 40 seconds East 1543.53 feet along the West Line of mid Government Lot 5 to the Southwest Comer thereof, to a set 2" Al miriun cap on a 06 re-bor marked C-E 1/16, PLS 37958 Eagle County Erg. Dept., also being the Ent - West Quarter Line of Section 17; Thence South 89degreas 43 minutes 18 seconds West, 2627.59 feet along said East - West Quarter Line to the Southwest Comer of Government Lot 3, to a set 2" Akuminum cap on a 06 re-bor marked C-W 1/16, PLS 37958 Eagle County Eng. Dept. said Section 17; Thence North 0 degrees 32 minutes 50 seconds West 234.16 hoot along the West Line of said Government Lot 3 to the South Line of said Thad 51, to a set 2" Aluminum cap on a 06 re-bar marked, PLS 37958 Eagle County Eng. Dept Thence South 89 degrees 57 minutes 59 seconds West, 468.05 iced along the South Line of said Trod 51 to Comer 3 of said Trod 51, to a set 2" Akuninuun cap on a 86 re-ber marked as a Comer 3 of said Trod 51, PLS 37958 Eagle County Erg. Dept, also being to Essterty Line of Trod 52; Thence South 0 degrees 00 minutes 34 seconds East, 1318.95 feet along the East Line of said Trod 52 to Comer 6, to a set 2" Aluminum cap on a 06 rear marked as a Caner 6 of said Trod 52, PLS 37958 Eck County Erg. Dept; Thence South 89 degrees 59 minutes 26 seconds West 2142.61 foot along the South Line of said Trod 52 to a Northeasterly Caner of Government Lot 9, Section 18, T4S, R83W, to a set 2" Aluminum cap on a 86 re-bar marked, PLS 379W Eagle County Erg. Dept; Thence South 0 degrees 08 minutes 50 seconds East, 241.90 feet slag the East Line of said Government Lot 9 to the Soulheastarty Comer thereof, to a set 2" Aluminum cap on a 06 re-bor marked, PLS 37958 Eagle County Erg. Dept; Thence North 89 degrees 34 minutes 46 seconds West, 466.19 foot along the South Line of said Government Lot 9 to a point in the center ine of the Eagle River; Thence North 49 degrees 37 minutes 43 seconds East 114.49 feet along said oenterfine of the Eagle River; Thence North 29 degrees 56 minuses 28 seconds East 86.88 feet along amid oantsrline of the Eagle River, Thence North 11 degrees 27 minutes 41 seconds East, 136.01 feet along said centsrfine of the Eagle River; Thence North 23 degrees 51 minutes 12 seconds East 122.88 feat along said oanterNne of the Eagle River; Thence North 46 degrees 53 minutes 42 seconds East 204.71 feet along said osnisrtine of the Eagle River; Thence North 73 degrees 07 minutes 03 seconds East, 223.52 foot along said centeritne of the Eagle River; Thence North 48 degrees 30 minutes 19 seconds East 349.37 feet along said centerline of the Eagle River, Thence North 16 degrees 54 minutes 58 seconds East 218.47 feet to the Southessteriy right of way line of HWWY 6 & 24; Thence South 64 degrees 47 minutes 45 secords West 126.49 feet along said Soutese" right of way fine to a point labeled as Point No. 504 as recorded in Land Survey Plat Book 1, Pages 462 - 464 and as described in deed moorded in Reception No. 739045; Thence South 68 degrees 41 minutes 24 seconds West 259.91 feet along said Sout ass" right of way We to a pant labeled as Point No. 503 ss reoordad in Land Survey Plat Book 1, Pages 462 - 464 and as described in deed recorded in Reception No. 739045; Thence South 46 degrees 34 minutes 06 seconds West 315.50 feet along said Southeasterly right of way line to a pant labeled as Point No. 502 as recorded in Land Survey Plat Book 1, Pages 462 - 464 and as described in deed recorded in Reception No. 739045; Thence South 39 degrees 40 minutes 13 seconds West, 128.92 feet along said Southeasterly right of way fine to a point labeled as Point No. 501 so recorded in Land Survey Plat Book 1, Pages 462 - 464 and as described in deed recorded in Reception No. 739045; Thence leaving said Southeasterly right of way North 31 degrees 16 minutes 07 seconds East 593.64 feet to a point on the Northerly right of way fine of FMK 6 & 24; Thence Northeasterly, 262.85 fast along the arc of a curve concave to the West acid arc being along the Southerly right of way We of said Denver and Rio Grande Western Railroad Company, said curve having a radius of 1148.96 feet a central angle of 13 degrees 08 mkhutes 27 seconds, and being subtended by a chord that beers North 14 degrees 58 minuses 58 seconds Ent, 262.28 test Thence North 19 degrees 26 minuses 48 seconds East 230.54 fist to a point on the Northerly right of way fine of said Denver and Rio Grande Western Railroad Company; Thence Northeasterly, 715.92 feet along the arc of a curve concave to the Southeast, said arc being along the Northerly of the right of way fine of the Denver and Rio Grande Western Railroad Company, said curve having a radius of 1220.57 feat, a central angle of 33 degrees 36 minutes 24 seconds, and being subtended by a chord that bears North 60 degrees 22 minutes 33 seconds East, 705.70 feet; Thence leaving said Northerly right of way fine of the Denver and Rio Grande Water Railroad Company, Not 12 degrees 49 minutes 15 seconds Vest 1.00 feet o a point on the Southeriy right of way line of 1 -70W, to a found 3.25 Wluminum monument PS37939 -No. 3897 as recorded in said Book 1, Pages 746 - 750 to the TRUE POINT OF BEGINNING; SAVING AND EXCEPTING frmm the above described property easements and rights of way for to Denver and Rio Grande Watem Ratkood, Interstate 70, State Highways 6 and 24 and those certain portions of the above described property heretofore conveyed as evidenced by and described in to following instruments moorded in the office of the County Clerk and Recorder in and for Eagle County, Colorado, to-wit: (CONVEYANCE PARCEL CONTINUED) Quit -Claim Dead from Peter Peterson to the Denver 6 Rio Grande Railroad Company, recorded in Book 5 at Pape 201, Quit -Claim Deed from Rupert M. Sherwood to the Denver and Rio Grande Railroad Company recorded in Book 5 at Pape 204, Warranty Deed from Rupert M. Sherwood to the Denver and Rio Grande Railroad Company recorded in Book 45 at Page 117, Warranty Deed from Peter Peterson to the Denver and Rio Granule Railroad Company recorded in Book 45 at Page 100, Warranty Dead from George W. Watson to the Board of County Commissioners of Eagle County State of Colorado recorded in Book 106 at Page 432, Warranty Dead from George W. Watson to the Denver and Rio Grande Western Railroad Company recorded in Book 106 at Page 436, VWamanty Deed from John Hirz, George W. WNson and Frances E. Watson to County of Eagle, State of Colorado, recorded in Book 116 at Poe 173, Warranty Deed from Frances E. Watson and George W. Watson to John Hirz mwrrded in Book 116 at Page 174, Warranty Deed from Frances E. Watson to the County of Eagle, State of Colorado recorded in Book 116 at Page 224, Special Warranty Dead from Leonard Hom to the Department of 210 ways, State of Colorado recorded January 8, 1971 in Book 219 at Page 473, Special Warranty Deed from The Piney Valley Ranches Tent to Department of Transportation State of Colorado mom September 15, 2000 as Reception No. 739045. And also exception that portion deeded to David E. Mott and Swan D. Mott in Deed recorded February 8, 1979 in Book 281 at Poe 661. COUNTY OF EAGLE, STATE OF COLORADO. Area- 325.106 Acres, more or We total. Area- 287.889 Acres, more or less without rights of way and Hom Exeption Plot Asa- 29.352 Ames, more or teas rights of way. Ass -SA85 Acres, more of Was for Horn Exemption Plot RETAINED PARCEL LEGAL DESCRIPTION A Parcel of Land, located in Tracts 51 and 52 in Sections 17 and 18, T4S, R83W of the 6M P.M., County of Eagle, State of Colorado, mops particularly described as follows: BEGINNING at Comer 4, of Trod 52 which is described as a 2 -1/2' GLO brass capped monument on a 1" pips, from which Corner 5 of said Trod 52 a 2 -1/2' GLO brass cap on a 1" pipe marked 1918 boors South 0 degrees 00 minutes 30 seconds West (Basis of Bearing) 1529.36 feet Thence South 89 degrees 59 minutes 21 moords East, 491.64 fast clone the Noah Line of said Trod 52 to the Southwest comer of Government Lot 7, to a set 2' Aluminum cap on a #6 re-bar marked, PLS 37958 Eagle County Erg. Dept; Thence Nash 0 dsgrsas 09 minutes 41 seconds West, 1091.92 teat along the West Line of said Goverrxmsnt Lot 7 to the Northwest comer #we&, to a set 2" Aluminum cap on a 06 mbar marked, PLS 379W Eagle County Erg. Dept; Thence South 89 degrees 23 minutes 55 seconds East, 827.20 fiat along the North Line of said Government Lot 7 to the Northeast comer thereof and the West Line of Trod 52, to a sot 2" Akxminm cap on a 06 re-ber marked, PLS 37958 Eagle County Eng. Dept; Thence North 0 degrees 17 minutes 47 seconds Vest 235.41 hest along the West Line of said Trod 52 to Caner 2 of said Trod 52, a 2 -1/2' GLO brass cop on a V pipe marked 1 91 8; Thence North N degrees 57 minutes 55 seconds East, 496.25 fast along the Nash Ling of said Tract 52 to the Soulhhvest Caner of Government Lot 1 of said Section 17, T4S, R83W, Thence North 0 degrees 14 minutes 05 seconds Vest, 1076.77 feet along the West Line of said Government Lot 1 to the Northwest Caner of said Section 17, T4S, R63W, a 2 -1/2' GLO bass cap on a 2' pipe marked 1918; Thence North 89 degrees 22 minutes 30 seconds East, 828.79 fast along the Nash Line of said Section 17 to the Vest Line of said Trod 51; Thence North 0 depress 00 minutes 34 seconds Vest, 233.65 feet along the Vest Line of said Tract 51 to Comber 2 of said Trail 51, a 2 -1/2' GLO those cap on a 1' pipe marked 1918 ; Thence Nor fh 89 degrees 58 minutes 00 seconds East, 2632.15 feet along the North Line of said Tract 51 to Carer 3 of Tract 44, a 2 -12" Akurhinuun cap on a Y pipe marked Johnson Kunkel Nf< Assoc., PLS 20095,1990; Thence continuing along said North Line of Tract 51 North 89 degrees 56 minutes 00 seconds East, 474.20 feet to a point 1.00 hoot Southerly of the right of way line of The Denver and Rio Grande Western Railroad Company and on the Northwesterly Line of Parcel No. 79 described in Reception No. 115099, to a set 2' Aluminum cap on a 85 re-bgr marked, PLS 37958 Eagle County Eng. Dept; Thence South 51 degrees 52 minutes 11 seconds Vest, 256.06 fast along the Northwesterly Line of said Parcel No. 79, to a set 2" Aluminum cap on a 85 re-bor marked, PLS 37958 Eagle County Eng. Dept; Thence So ut weetarly, 8.50 feet along to arc of a curve concave to the Northwest, said arc being 1.00 feet southerly of the right of way fine of said Denver and Rio Grande Western Railroad Company and Northerly Lire of said Parch No. 79, said curve having a radius of 2915.90 feet, a central angle of 0 degrees 10 minutes 01 seconds, and being subtended by a chord that bears South 51 degrees 28 minutes 21 seconds Vest, 8.50 feet, to a set 2' Aluminum cep an a 05 rsbar marked, PLS 37958 Eagle County Eng. Dept; Thence along mid Northerly Line of Parcel No. 79, South 84 degrees 41 minutes 54 seconds West 1.83 fast to the southerly right of way fine of said Denver and Rio Grande Vestsm Railroad Company, to a W 2' Aluminum cap on a 05 re-ber marked, PLS 37968 Eagle County Erg. Dept; Thence Southwesterly, 292.72 feet along the arc of a curve concave to the Northwest, said arc being along the right of way fine of said Denver and Rio Grande Western Railroad Company and said Parcel No. 79, said curve having a radius of 2744.27 feet a ow" angle of 6 degrees 06 minutes 41 seconds, and being subtended by a chord that beers South 54 degrees 36 minutes 56 seconds West, 292.58 feet, to a set 2' Aluminum cep on a 85 re-bor marked, PLS 37968 Eagle County Eng. Dept; Thence South 56 degrees 52 minutes 06 seconds West 193.57 foot along said right of way fine of the Denver and Rio Grande Western Railroad Company, to a set 2" Aluminum cap on a 05 re-bor marked, PLS 37956 Eagle County Eng. Dept; Thence South 57 degrees 01 minutes 56 seconds West, 388.12 foot Wong said right of way of the Denver and Rio Grande Western Railroad Company, to the most Westerly Caner of said Parcel No. 79, to a set Y Akuninum cap on a 85 re-ber marked, PLS 37956 Eagle County Erg. Dept; Thence North 43 degrees 44 mirhules 19 seconds West 104.33 feet to a found 3.25' aluminum monument PS37939 -No. 3890 as recorded in Land Survey Plats in the Engineering Departrrent Eagle, Colorado, Book 1, Page 745 - 750, to the Southerly right of way line of 1-70M Them South 56 degrees 54 minutes 30 seconds West 1146.35 feet along said Southerly right of way fire of 1 -70W to a found 3.25' aluminum monument PS37939 -No. 3891 as recorded in said Book 1, Pages 745 - 750; Thence South 0 degrees 09 minutes 50 seconds East 23.78 feet Wong said Southerly right of way fire of I -70W o a found 3.25 aluminum monument PS37939 -No. 38M m recorded in said Book 1, Pages 745 - 750; Thence South 56 degrees 53 minutes 42 seconds West 602.62 fiat Wong said Southerly right of way fine of 1 -70W to a feud 3.25' skuninum monument PS37939 -No. 3606 as recorded in said Book 1, Pages 745 - 750; Thence South westerly, 429.96 feet along the arc of a curve concave to the Northwest, said arc along said 1-70W right of way line to a found 3.25" aluminum monument PS37939 No. 36M as recorded in said Book 1, Pages 745 - 750, said curve having a radius of 3788.80 feet, a control angle of 6 degrees 30 minutes 07 seconds, and being subtended by a chord that beam South W degrees 10 minutes 35 seconds West, 429.73 feet Thence Southwesterly, 621.40 feet along to arc of a curve concave to the Northwest, said are Wong said 1-70W right of way tine to a found 3.25" aluminum monument PS37939 -No. 3893 as recorded in said Book 1, Pages 745 - 750, said curve having a radius of 11428.20 feet a central angle of 3 degrees 06 minutes 56 sscorhds, and being subtended by a chord that bear: South 65 depress 07 mirnubs 23 seconds West 621.32 fast Thence South 67 degrees 55 mirhutss 58 seconds West 199.73 bet Wong said Southerly right of way fine of 1 -70W to a found 3.25' aluminum monument PS37939 -No. 3894 as recorded in said Book 1, Poges 745 - 750; Thence Southwvestarly, 412.31 fast along the arc of a curve concave to On North, said are along said 1-70W right of way line to a found 3.25" aluminum monument PS37939 -No. 3895 as recorded in said Book 1, Pages 745 - 750, said curve having a radius of 1608.30 feet, a central angle of 14 degrees 42 minutes 24 seconds, and being subtended by a chord that bears South 75 degrees 01 minutes 47 seconds West, 411.18 feet Them South 82 degrees 11 minutes 04 seconds West 456.91 heat along said Southerly right of way line of 1 -70W to a found 3.25' aluminum monument PS37939 -No. 3896 as recorded in said Book 1, Pages 745 - 750; Thence South 77 degrees 10 minutes 45 seconds West 161.92 feet Wong said Southerly right of way fine of 1 -70W to a found 3.25' skuminum monument PS37939 -No. 3897 as recorded in said Book 1, Pages 745 - 750; Thence k wV said Southerly right of way line of 1-70 South 12 depress 49 minutes 15 seconds East 1.00 feet to the Northerly right of way Line of The Denver and Rio Grande Western Railroad Company, to a set 2" Akminum cap on a 06 n-ber marked, PLS 37958 Eagle Canty Erg. Dept; Thence South westerly, 715.92 foot Wong the arc of a curve concave to to Southeast, said arc being along the Northerly right of way fine of the Denver and Rio Grande Wasem Railroad Company, said curve having a radius of 1220.57 feet a control angle of 33 degrees 36 minutes 24 seconds, and being subtended by a chord that bears South W degrees 22 minutes 33 seconds West, 705.70 feet, to a ad 2" /lkuminun cap on a 06 re-bor marked, PLS 37958 Eagle County Erg. Dept; Thence Isewg to said Northerly right of way of the Denver and Rio Grande W1Nstem Railroad, South 19 degrees 26 minutes 48 seconds Vest, 230.54 feet to a point on the Southerly right of way line of said Denver and Rio Grande Western Railroad Company, to a set 2" Akumirhun cep on a 96 re-bor marked, PLS 37958 Eagle County Erg. Dept; Thence Southwesterly, 262.85 teat along the arc of a curve concave to the West said arc being Wong the Southerly right of way fins of said Denver and Rio Grande Western Railroad Company, said curve having a radius of 1148.98 feet, a oenti angle of 13 degrees 06 minutes 27 seconds, and being subtended by a chord that beam South 14 depress 58 minutes 58 seconds West 262.28169110 to North right of way fire of HWY 6 b 24, to a set 2" Akuninum cap on a 86 re-bar narked, PLS 37958 Eagle Canty Eng. Dept; Thence South 31 degrees 16 minutes 07 seconds Vest 593.64 feet to a point on the Southeasterly right of way line of FMK 6 NL 24 to a found 3.25' aluminum monument marked as PLS29420, Point No. 501 as recorded in Land Survey Plats in the Engineering Department Eagle County, Colorado, in Book 1, Pages 462 - 464 and w described in deed recorded in Reception No. 739045; Tierce North 39 degrees 40 minutes 13 seconds East 128.92 fast along said Southeasterly right of way line to a found 3.25" akuninu m monhurient marked as PLS29420, Pant No. 502 as recorded in Land Survey Plot Book 1, Peg" 462 - 464 and as descr ibed in dead recorded at Reception No. 739045; Thence North 46 degrees 34 minutes 05 seconds East 315.50 feet along said Souftwowy right of way fine to a found 3.25' aluminum monument marked as PLS29420 Point No. 503 es recorded in Land Survey Plat Book 1, Pages 462 - 464 and as described in dead recorded at Reception No. 739045; Thence North 68 degrees 41 minutes 24 seconds East 259.91 feet along said Southeasterly right of way fine to a found 3.25' akuminum monument marked as PLS29420 Point No. 504 es recorded in Land Survey Plat Book 1, Pages 462 - 464 and as described in deed recorded at Reception No. 739045; Thence North 64 degrees 47 minutes 45 seconds East 126.49 feet along said Sout enterly right of way fine to a point in the centerire of the Eagle River; Thence leaving said Southese" right of way line South 16 degrees 54 minutes 58 seconds Vast, 218.47 feet Wong said contorting of the Eagle River; (RETAINED PARCEL CONTINUED) Thence South 48 depress 30 minutes 19 seconds West, 349.37 feet along said centerline of the Eagle River, Thence South 73 depress 07 minutes 03 seconds West, 223.52 feet along said osnterfine of the Eagle River, Thence South 46 depress 53 minutes 42 seconds West, 204.71 fast along said centerline of the Eagle River; Them South 23 degrees 51 minutes 12 seconds West, 122.88 feet along said osntertine of the Eagle River; Thence South 11 degrees 27 minutes 41 seconds West, 136.01 feet along said centerline of the Eagle River; Thence South 29 degrees 56 minutes 28 seconds West 86.88 feet alorhg said osnterine of the Eagle River; Thence South 49 degrees 37 minutes 43 seconds West, 114.49 feet along said osrtarline of the Eagle River to the South line of Government Lot 9; Thence North 89 degrees 34 minutes 46 seconds West, 853.74 foot a" the South Line of Govemwrrsnt Lot 9 to the Southwest Comer thereof, to a set 2' Akuninuun cap on a #6 mbar marked, PLS 37958 Eagle County Erg. Dept.; Thence North 0 degrees 11 minutes 10 seconds West, 1354.12 toot along the West Line of said Government Lot 9 to the Northwest Comer thereof, to a set 2" Akm wwm cap on a 06 re-ber marked, PLS 37958 Eagle County Erg. Dept; Thence South 89 degrees 04 minutes 26 seconds East, 830.19 fast along the North Line of said Government Lot 9 to the West Line of Trod 52, to a set 2' Akunirhun cap on a 86 re-ber marked, PLS 37958 Eagle County Eng. Dept; Thence Not 0 degrees 00 minutes 30 seconds East, 210.40 feet to Comer 4 Tract 52, a 2 -1/2' GLO brass cap on a V pipe marked 1918 and the TRUE POINT OF BEGINNING. SAVING AND EXCEPTING from the above described property easements and rights of way for the Denver and Rio Grande Western Railroad, Interstate 70, Stele h fighwwsys 6 and 24 and those certain portions of the above described property hersiofom conveyed as evidenced by and described in the following instruments recorded in the office of the County Clerk and Recorder in and for Eagle County, Colorado, W-wit Quit -Claim Dead from Peter Peterson to the Denver 8 Rio Grande Railroad Company, recorded in Book 5 at Page 201, Quit -Claim Dead from Rupert M. Sherwood to the Denver and Rio Grande Railroad Company recorded in Book 5 at Page 204, Warranty Dead from Rupert M. Sherwood to the Denver and Rio Grande Railroad Company recorded in Book 45 at Page 117, Warranty Dead from Peter Peterson to the Denver and Rio Grande Railroad Company recorded in Book 45 at Page 100, Warranty Deed from George W. Watson to the Board of County Commissioners of Eole County Stale of Colorado recorded in Book 106 at Page 432, Warranty Dead from George W. Watson to the Denver and Rio Grande Wsslem Railroad Company recorded in Book 106 at Page 436, Warranty Deed from John Hirz, George W. Watson and Frances E_ Watson to County of Eagle, State of Colorado, recorded in Book 116 at Page 173, Warranty Deed from Frances E. Watson and George W. Watson to John Hirz recorded in Book 116 at Page 174, Warranty Deed from Frances E. Watson to the County of Eagle, Stole of Colorado recorded in Book 116 at Page 224, Special Warranty Deed from Leonard Hom to the Departrnert of Highways, State of Colorado recorded January 8, 1971 in Book 219 at Page 473, Special Warranty Dead from The Piney Valley Ranches Trust to Department of Transportation State of Colorado recorded September 15, 2000 as Reception No. 739045. COUNTY OF EAGLE, STATE OF COLORADO. Area = 180.886 acres, more or loss total. Area = 114.720 acres, more or loss without rights of way. Area = 65.968 acres, more or less rights of way. SURVEYORS NOTE Railroad rights of way are based on best available maps and existing trades as they are on the ground at this time. I have rsaeandhsd at the railroad museum in Golden, CDOT surveyor in Grand Junction, Eagle County momier's office, Union Pacific Railroad along with other surveyors and legal descriptions available. What I have found is that in this area whore Heals Gale Road or Eagle County Road 55 is bated the railroad trades and right of way has been charged at a minirrhun of 2 times if not 3. Leo descriptions note old location and how it moved from Mare and are very arrnbiguous to follow. The iniormhaMorh that has been laud has been amhbiguous at best Highway rights of way have been mostly located by existing monuments es found and supported by Land Survey Plat recorded in the Eck County Enginsering departments Land Survey Plat vault in Boole 1, Page 745 - 750 on record and recorded by CDOT. I visited with Jade Memorger a Surveyor for CDOT out of Grand Junction and he stated west of Heals Gate road monurrentatbn of the high way right of way for 1-70 was never place according to a map on record. I have tried to support the right of way location booed on where the existing monuments ended and to deeds available Wong with field irdometion that ls available or has not been destroyed. Caner 3 of Trod 45 was sat by using Grant boundary rnedhod. An existing re-bor with no cap was found 12.43 %st east of computed comer at on existing fence comer while I would Ike to support the location of On re-bor I cannot support to location when the dosing corner and comer 4 for this tract, when the distance a within a few %ns of a foot per GLO. I have rome. cl the monument records and nothing has been tied. There for I have set this monument at On position show on the map and feel in the cared location. Carers 3 6 4 of Tract 51 was not found. I have calculated using the Grant boundary method to perpstuate the locations on the nap. Research and 3 search visits didn't turn Lip any additional information for original location. Caner 6 of Tract 52 was not found. I reviewed the location per Land Survey plat filed by Johnson and Kunkle in Book 526, Page 458, Reception No. 422621. They did not stale N they found the monument nor did they file a monument record. I visited the sits 2 fines and could not find any evidence to perpetuate the original location. The corner was set using a Grant boundary method es shown on map. Closing Carer just Vest of Caner 6 was bolted for and not found. No accessories were ever established for this comer. The comer was not set East Quarter Comer of Section 17 was labeled on to GLO Brass cap incorrectly. The way the cap ls shown is how it was located in the hold. Monument record has been fllad and noted. I •► :1 :1 I KELLY LEE MILLER, A PROFESSIONAL LAND SURVEYOR, REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFIY THAT THIS LAND SURVEY PLAT WAS MADE BY ME AND / OR UNDER MY SUPERVISION, AND THAT THE SURVEY IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. THE FIELD WORK WAS COMPLETED ON OCTOBER 28, 2013. COLORADO REGISTERED PI LAND SURVEYOR NO. 37958 r9m][4 DEPOSITED THIS DAY OF NL-Q- 11_, 2013i�..,,AT 11 A _M IN BOOK _OF THE EAGLE COUNTY SURVEYOR'S LAND SURVEY PLATS/RIGHTS -OF -WAY SURVEYS AT PAGE RECEPTION NUMBER ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVERED SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. F�- Z lJ U J Z W Q 00 U OD _ Qap U Z Q 0 � Meg � O W mo � rn O �C V LL � J Z � J o W W m W Co" aN� Z ch Y O o r� a � V WZ uN W CO) 0 W 0 O Z a U. 0 � g O� Z N a �o to W Z r r' z0 �Vov J O o � Z�WO 0 a E p� SHEET 2 OF 9