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Home My WebLink AboutFuture CDOT Right-Of-Way Access Documentst — -i . PARCEL NO. 1 STA. 139+78.55 TO STA.146+10.99 PROJECT NO. INTERSECTION OF HIGHWAY 6 AND INTERSTATE 70 FUTURE ACCESS RIGHT OF WAY FROM IN EAGLE COUNTY FOR DESCRIPTION TOWN OF VAIL INTERSTATE 70 A TRACT OR PARCEL OF LAND NO. 1 OF THE DEPARTMENT OF HIGHWAYS, STATE OF COLORADO, PROJECT NO. CONTAINING 0.105 ACRES, MORE OR LESS, IN THE SW'/o OF SECTION 6, NW %a OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH P.M. AND NE'/< OF SECTION 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE 6T" P.M., IN EAGLE COUNTY, COLORADO, SAID TRACT OR PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE COMMON CORNER OF SECTIONS l, 6, 7 AND 12, WHENCE THE N1/16 CORNER OF SECTION 7 BEARS S00°35'16"W A DISTANCE OF 1321.55 FEET FORMING THE BASIS OF BEARING FOR THE FOLLOWING DESCRIPTIONS: BEGINNING AT A POINT ON THE SOUTH LINE OF THE OF SAID SECTION 6, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF TI-�E 6�H P.M., FROM WHICH THE SW CORNER OF SECT[ON 6 BEARS N 89°45'37" W A DISTANCE OF 360.48 FEET; 1. THENCE N 60°04'11" E A DISTANCE OF 161.69 FEET; 2. TI-IENCE S 20°04'l l" W A DISTANCE OF 28.55 FEET; 3. THENCE N 86°22'17" W A DISTANCE OF 7.19 FEET TO A POINT OF CURVATURE; 4. THENCE 14.78 FEET ALONG SAID CURVE TURNING TO THE LEFT HAVING A CENTRAL ANGLE OF 7°14'15", A RADIUS OF 117.01 FEET AND A CHORD WHICH BEARS N 89°59'25" W A DISTANCE OF 14.77 FEET; 5. THENCE S 60°04'l l" W A DISTANCE OF 108.97 FEET; 6. THENCE N 89°45'37" W A DISTANCE OF 13.94 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PORTION OF PARCEL NO. 1 CONTAINS 0.028 ACRES, MORE OR LESS. ALSO BEGINNING AT A POINT ON TEIE NORTH LINE OF THE OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF TI-IE 6T" P.M., FROM WHICH THE NW CORNER OF SECTION 7 BEARS N 89°45'37" W A DISTANCE OF 360.48 FEET; P:\Ever Vail\1618\docs\Legal-CDOT Acquisition Parcel l- Portion of Tract B South Frontage Subdivison.doc ' - ••. 1. THENCE S 89°45'37" E A DISTANCE OF 13.94 FEET; 2. THENCE S 60°04'11" W A DISTANCE OF 434.62 FEET; 3. THENCE N 00°35'16" E A DISTANCE OF 8.13 FEET; 4. THENCE N 60°04'll" E A DISTANCE OF 418.44 FEET TO THE TRUE POINT OF BEGINNING. THE ABOVE DESCWBED PORTION OF PARCEL NO. 1 CONTAINS 0.069 ACRES, MORE OR LESS. ALSO BEGINNING AT A POINT ON THE EAST LINE OF SAID SECTION 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE 6T" P.M., FROM WHICH THE NE CORNER OF SECTION l2 BEARS N 00°35'16" E A DISTANCE OF 210.29 FEET; 1.THENCE S 00°35'16" W A DISTANCE OF 8.13 FEET; 2. THENCE S 60°04'11" W A D[STANCE OF 50.67 FEET; 3. THENCE N 00°24'34" E A DISTANCE OF 8.12 FEET; 4. THENCE N 60°04'11 " E A DISTANCE OF SOJO FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PORTION OF PARCEL NO. 1 CONTAINS 0.008 ACRES, MORE OR LESS. THE ABOVE DESCRIBED EASEMENTS ARE BASED ON THE LINE CONNECTING NGS STATIONS "WOODMAN" AND "SPRADDLE" WHICH BEARS S 72°26'S3" W USING COLORADO CENTRAL ZONE (HARN) SPC 83. THE ROTATION OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED ON THE BRASS CDOT MONUMENTS FOUND AT STATION 180+66.18 RIGHT (TYPE 5, HELD) TO STATION 90+00 (TYPE 2) LEFT BEARING: MAPS = S66°35'23"W 8628.33 FEET CALCULATED; STATE PLANE COORDINATES = S67°09'OS"W - 8627.72 FEET. (N�ASURED ROTATION = +00°33'42") P:\Ever Vail\1618\docs\Legal-CDOT Acquisition Parcel 1- Portion of Tract B South Frontage Subdivison.doc FUTURE ACCESS RIGHT OF WAY FROM PARCEL NO. 2 TOWN OF VAIL STA. 134+22.43 TO STA. 136+97.01 IN EAGLE COUNTY FOR PROJECT NO. INTERSTATE 70 INTERSECTION OF HIGHWAY 6 AND INTERSTATE 70 DESCRIPTION A TRACT OR PARCEL OF LAND NO. 2 OF THE DEPARTMENT OF HIGHWAYS, STATE OF COLORADO, PROJECT NO. CONTAINING 0.043 ACRES, MORE OR LESS, IN THE NE'/4 OF SECTION 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE 6TH P.M., IN EAGLE COUNTY, COLORADO, SAID TRACT OR PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE COMMON CORNER OF SECTIONS l, 6, 7 AND 12, WHENCE THE N1/16 CORNER OF SECTION 7 BEARS S00°35'16"W A DISTANCE OF 1321.55 FEET FORMING THE BASIS OF BEARING FOR TI-� FOLLOWING DESCRIPTION: BEGINNING AT A POINT FROM WHICH TI-IE NE CORNER OF SAID SECTION 12 BEARS N 37°38'49" E A DISTANCE OF 474.94 FEET; l. THENCE S 11°10'34" W A DISTANCE OF 9.30 FEET; 2. THENCE S 60°04'11" W A DISTANCE OF 257.88 FEET; 3. THENCE 11.96 FEET ALONG SAID CURVE TURN[NG TO THE LEFT HAVING A CENTRAL ANGLE OF 0°07'23", A RADIUS OF 5573.00 FEET AND A CHORD WHICH BEARS S 60°00'30" W A DISTANCE OF 11.96 FEET; 4. THENCE N 16°20'S5" W A DISTANCE OF 7.01 FEET; 5. TI-�NCE N 60°Ol'36" E A DISTANCE OF 274.30 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL NO. 2 CONTAINS 0.043 ACRES, MORE OR LESS. THE ABOVE DESCRIBED EASEMENTS ARE BASED ON THE LINE CONNECTING NGS STATIONS "WOODMAN" AND "SPRADDLE" WHICH BEARS S 72°26'S3" W USING COLORADO CENTRAL ZONE (HARN) SPC 83. THE ROTATION OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED ON THE BRASS CDOT MONUMENTS FOUND AT STATION 180+66.18 RIGHT (TYPE 5, HELD) TO STATION 90+00 (TYPE 2) LEFT BEARING: MAPS = S66°35'23"W 8628.33 FEET CALCULATED; STATE PLANE COORDINATES = S67°09'OS"W - 8627.72 FEET. (MEASURED ROTATION = +00°33'42") P:\Ever Vail\16l 8\docs\Legal-CDOT Acquisition Parcel 2- Portion of Parce( 2.doc FUTURE ACCESS RIGHT OF WAY FROM PARCEL NO. 3 TOWN OF VAIL STA. 128+65.85 TO STA. 134+22.43 IN EAGLE COUNTY FOR PROJECT NO. INTERSTATE 70 INTERSECTION OF HIGHWAY 6 AND INTERSTATE 70 A TRACT OR PARCEL OF LAND NO. 3 OF THE DEPARTMENT OF I-IIGHWAYS, STATE OF COLORADO, PROJECT NO. CONTAINING 0.107 ACRES, MORE OR LESS, IN THE NE'/< OF SECTION 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE 6T" P.M., IN EAGLE COUNTY, COLORADO, SAID TRACT OR PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE COMMON CORNER OF SECTIONS 1, 6, 7 AND 12, WHENCE THE N1/16 CORNER OF SECTION 7 BEARS S00°35'16°W A DISTANCE OF 1321.55 FEET FORMING THE BASIS OF BEARING FOR THE FOLLOWING DESCRIPTION: BEGINNING AT A POINT EROM WHICH THE NE CORNER OF SA[D SECTION 12 BEARS N 45°48'16" E A DISTANCE OF 736.03 FEET; 1. THENCE S 16°20'S5" E A DISTANCE OF 7.01 FEET TO A POINT OF CURVATURE; 2. THENCE WITH A CURVE 519.72 FEET ALONG SAID CURVE TURNING TO THE LEFT HAVING A CENTRAL ANGLE OF 5°20'36", A RADIUS OF 5573.00 FEET AND A CHORD WHICH BEARS S 57°16'31" W A DISTANCE OF 519.53 FEET; 3. THENCE S 74°11'34" W A DISTANCE OF 21.20 FEET; 4. TF-�NCE N 54°24'S5" E A DISTANCE OF 246.11 FEET; 5. THENCE N 59°26'S2" E A DISTANCE OF 247.30 FEET; 6. TI-IENCE N 60°O1'36" E A DISTANCE OF 48.92 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PORTION OF PARCEL NO. 3 CONTAINS 0.107 ACRES, MORE OR LESS. THE ABOVE DESCRIBED EASEMENTS ARE BASED ON THE LINE CONNECTING NGS STATIONS "WOODMAN" AND "SPRADDLE" WHICH BEARS S 72°26'S3" W USING COLORADO CENTRAL ZONE (HARN) SPC 83. THE ROTATION OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES 1S BASED ON THE BRASS CDOT MONUMENTS FOUND AT STATION 180+66.18 RIGHT (TYPE 5, HELD) TO STATION 90+00 (TYPE 2) LEFT BEARING: MAPS = S66°35'23"W 8628.33 FEET CALCULATED; STATE PLANE COORDINATES = S67°09'OS"W - 8627.72 FEET. (MEASURED ROTATION = +00°33'42") P:\Ever Vail\1618\docs\Legal-CDOT Acquisition Parcel 3- Portion of Parcel l.doc PARCEL NO. 4 STA. 127+15.91 TO STA. 128+65.85 RIGHT OF WAY TO BE SOLD IN EAGLE COUNTY BY TOWN OF VAIL DESCRIPTION COLORADO DEPARTMENT OF HIGHWAYS PROJECT I 70-2(7) 183 INTERSTATE 70 A TRACT OR PARCEL OF LAND NO. 4 OF THE DEPARTMENT OF HIGHWAYS, STATE OF COLORADO, PROJECT NO. CONTAINING 0.272 ACRES, MORE OR LESS, IN THE NE%4 OF SECTION 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE 6T'' P.M., IN EAGLE COUNTY, COLORADO, SAID TRACT OR PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMIv�NCING AT THE COMMON CORNER OF SECTIONS l, 6, 7 AND 12, WHENCE TI� NU16 CORNER OF SECTION 7 BEARS S00°35'16"W A DISTANCE OF 1321.55 FEET FORMING THE BASIS OF BEARING FOR THE FOLLOWING DESCRIPTION: BEGINNING AT A POINT FROM WHICH THE NE CORNER OF SAID SECTION 12 BEARS N 50°19'39" E A DISTANCE OF 1274.69 FEET; 1. THENCE S 15°48'26" E A DISTANCE OF 92.41 FEET; 2. THENCE S 46°56'08" W A DISTANCE OF 112.56 FEET; 3. THENCE N 36°35'49" W A DISTANCE OF 99.87 FEET; 4. THENCE N 53°43'08" E A DISTANCE OF 144.64 FEET TO TI-� POINT OF BEGINNING. THE ABOVE DESCRIBED PORTION OF PARCEL NO. 4 CONTAINS 0.272 ACRES, MORE OR LESS. THE ABOVE DESCRIBED EASEMENTS ARE BASED ON THE LINE CONNECTING NGS STATIONS "WOODMAN" AND "SPRADDLE" WHICH BEARS S 72°26'S3" W USING COLORADO CENTRAL ZONE (HARN) SPC 83. THE ROTATION OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED ON THE BRASS CDOT MONUMENTS FOUND AT STATION 180+66.18 RIGHT (TYPE 5, HELD) TO STATION 90+00 (TYPE 2) LEFT BEARING: MAPS = S66°35'23"W 8628.33 FEET CALCULATED; STATE PLANE COORDINATES = S67°09'OS"W - 8627J2 FEET. (MEASURED ROTATION = +00°33'42") P:\Ever Vail\1618\docs�Legal-CDOT Disposal Parcel 4.doc PARCEL NO. 5 STA. 128+30.43 TO STA. 146+12.53 RIGHT OF WAY TO BE SOLD II�I EAGLE COUNTY BY TOWN OF VAIL DESCRIPTION COLORADO DEPARTMENT OF HIGHWAYS PROJECT F.A.P. 25-A(1) HIGHWAY 6 A TRACT OR PARCEL OF LAND NO. 5 OF THE DEPARTMENT OF HIGHWAYS, STATE OF COLORADO, PROJECT NO. CONTAINING 3.915 ACRES, MORE OR LESS, IN THE SW'/< OF SECTION 6, NW'/< OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6T" P.M. AND NE'/4 OF SECTION 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF TI-� 6TH P.M., IN EAGLE COUNTY, COLORADO, SAID TRACT OR PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMI�NCING AT TI-IE COMMON CORNER OF SECTIONS 1, 6, 7 AND 12, WHENCE THE N1/16 CORNER OF SECTION 7 BEARS S00°35'16°W A DISTANCE OF 1321.55 FEET FORMING THE BASIS OF BEARING FOR THE FOLLOWING DESCRIPTIONS: BEGINNING AT A POINT ON TI� SOUTH LINE OF THE OF SECTION 6, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH P.M., FROM WHICH TI-IE SW CORNER OF SECTION 6 BEARS N 89°45'37" W A DISTANCE OF 470.96 FEET; 1. 'TI-�NCE N 20°04'I 1" E A DISTANCE OF 57.83 FEET; 2. TEIENCE S 86°22'16" E A DISTANCE OF 6.15 FEET TO A POINT OF CURVATURE; 3. THENCE 70.13 FEET ALONG SAID CURVE TURNING TO THE RIGHT HAVING A CENTRAL ANGLE OF 90°1T47", A RADIUS OF 44.50 FEET AND A CHORD WHICH BEARS S 41°13'23" E A DISTANCE OF 63.09 FEET; 4. THENCE S 03°55'30" W A DISTANCE OF 6.77 FEET; 5. TI-�NCE N 89°45'37" W A DISTANCE OF 67.10 FEET TO THE POINT OF BEGINNING. TI-IE ABOVE DESCRIBED PORTION OF PARCEL NO. 5 CONTAINS 0.062 ACRES, MORE OR LESS. ALSO BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH P.M., FROM WHICH THE NW CORNER OF SECTION 7 BEARS N 89°45'37" W A DISTANCE OF 470.96 FEET; THENCE S 89°45'37" E A DISTANCE OF 67.]0 FEET; 2. THENCE S 03°55'30" W A DISTANCE OF 16.27 FEET TO A POINT OF CURVATURE; P:\Ever Vail\1618\docs�I,egal-CDOT Disposal Parcel5.doc � 3. TI-IENCE 101.35 FEET ALONG SAID CURVE TURNING TO THE RIGHT HAVING A CENTRAL ANGLE OF 18°53'35", A RADIUS OF 307.36 FEET AND A CHORD WHICH BEARS S 13°22'17" W A DISTANCE OF 100.89 FEET; 4. THENCE S 26°13'S1" W A DISTANCE OF 191.97 FEET TO A POINT OF NON-TANGENT CURVATURE; 5. THENCE WITH A NON-TANGENT CURVE 159.57 FEET ALONG SAID CURVE TURMNG TO THE WGHT HAVING A CENTRAL ANGLE OF 15°57'21 ", A RADIUS OF 573.00 FEET AND A CHORD WHICH BEARS S 38°12'38" W A DISTANCE OF 159.06 FEET TO A POINT OF NON-TANGENT REVERSE CURVATURE; 6. THENCE WITH A NON-TANGENT REVERSE CURVE 86.39 FEET ALONG SAID CURVE TURNING TO THE LEFT HAVING A CENTRAL ANGLE OF 66°04'S3", A RADIUS OF 74.91 FEET AND A CHORD WHICH BEARS S 11°36'36" W A DISTANCE OF 81.69 FEET TO A POINT OF NON-TANGENT REVERSE CURVATURE; 7. THENCE WITH A NON-TANGENT REVERSE CURVE 128.33 FEET ALONG SAID CURVE TURNING TO THE RIGHT HAVING A CENTRAL ANGLE OF 11 °48'07", A RADIUS OF 623.00 FEET AND A CHORD WHICH BEARS S 58°17'13" W A DISTANCE OF 128.10 FEET; 8. THENCE S 71°01'12" W A DISTANCE OF 223.20 FEET; 9. THENCE S 74°11'34" W A DISTANCE OF 0.42 FEET; 10. TI-�NCE N 00°35'16" E A DISTANCE OF 104.24 FEET; 11. THENCE N 74°11'34" E A DISTANCE OF 0.11 FEET; 12. THENCE N 67°26'16" E A DISTANCE OF 175.81 FEET TO A POINT OF NON-TANGENT CURVATURE; 13. THENCE WITH A NON-TANGENT CURVE 305.50 FEET ALONG SAID CURVE TURNING TO THE LEFT HAVING A CENTRAL ANGLE OF 34°07'14", A RADNS OF 513.00 FEET AND A CHORD WHICH BEARS N 47°07'S2" E A DISTANCE OF 301.01 FEET; 14. THENCE N 20°04'l 1" E A DISTANCE OF 271.92 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PORTION OF PARCEL NO. 5 CONTAINS 1.556 ACRES, MORE OR LESS. , BEGINNING AT A POINT ON T'I� EAST LINE OF SAID SECTION 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE 6TH P.M., FROM WHICH THE NE CORNER OF SECTION 12 BEARS N 00°35'16" E A DISTANCE OF 529.67 FEET; 1. THENCE S 00°35'16" W A DISTANCE OF 104.24 FEET; 2. THENCE S 74°11'34" W A DISTANCE OF 986.77 FEET; 3. THENCE N 15°48'26" W A DISTANCE OF 92.41 FEET TO A POINT OF NON-TANGENT CURVATURE; 4. TI-IENCE WITH A NON-TANGENT CURVE 22.51 FEET ALONG SAID CURVE TURMNG TO TI-IE RIGHT HAVING A CENTRAL ANGLE OF 0°13'S3", A RADIUS OF P:\Ever Vail\1618\docs�L,egal-CDOT Disposal Parcel S.doc 5573.00 FEET AND A CHORD WHICH BEARS N 54°29'17" E A DISTANCE OF 22.51 FEET; 5. THENCE N 74°11'34" E A DISTANCE OF 995.00 FEET TO TI� POINT OF BEGINNING. THE ABOVE DESCWBED PORTION OF PARCEL NO. 5 CONTAINS 2.297 ACRES, MORE OR LESS. T'I� ABOVE DESCRIBED EASEMENTS ARE BASED ON THE LINE CONNECTING NGS STATIONS "WOODMAN" AND "SPRADDLE" WHICH BEARS S 72°26'S3" W USING COLORADO CENTRAL ZONE (HARN) SPC 83. THE ROTATION OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED ON THE BRASS CDOT MONUMENTS FOUND AT STAT'ION 180+66.18 RIGHT (TYPE 5, HELD) TO STATION 90+00 (TYPE 2) LEFT BEARING: MAPS = S66°35'23"W 8628.33 FEET CALCULATED; STATE PLANE COORDINATES = S67°09'OS"W - 8627.72 FEET. (MEASURED ROTATION = +00°33'42") P:\Ever Vail\1618\docs�I,egal-CDOT Disposal Parcel S.doc ., . .� PARCEL NO. 6 STA. 141+61.72 TO STA. 146+47.91 RIGHT OF WAY TO BE SOLD IN EAGLE COUNTY BY TOWN OF VAIL DESCRIPTION COLORADO DEPARTMENT OF HIGHWAYS PROJECT F.A.P. 25-A(1) HIGI-IWAY 6 A TRACT OR PARCEL OF LAND NO. 6 OF THE DEPARTMENT OF �-IIGHWAYS, STATE OF COLORADO, PROJECT NO. CONTAINING 0.628 ACRES, MORE OR LESS, IN THE SW'/4 OF SECTION 6, NW'/< OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF TI-� 6TH P.M., IN EAGLE COUNTY, COLORADO, SAID TRACT OR PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE COMMON CORNER OF SECTIONS l, 6, 7 AND 12, WHENCE THE N1/16 CORNER OF SECTION 7 BEARS S00°35'16"W A DISTANCE OF 1321.55 FEET FORMING THE BASIS OF BEARING FOR TI� FOLLOWING DESCRIPTIONS: BEGINNING AT A POINT ON TI� SOUTH LINE OF SAID SECTION 6, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6T" P.M., FROM WHICH THE SW CORNER OF SECT[ON 6 BEARS N 89°45'37" W A DISTANCE OF 538.06 FEET; THENCE N 03°55'30" E A DISTANCE OF 6.77 FEET; 2. THENCE S 68°00'10" E A DISTANCE OF 18.22 FEET; THENCE N 89°45'37" W A DISTANCE OF 17.36 FEET TO TI-� POINT OF BEGINNING. THE ABOVE DESCRIBED PORTION OF PARCEL NO. 6 CONTAINS 0.001 ACRES, MORE OR LESS. ALSO BEGINNING AT A POINT ON THE NORTH LINE OF SAID SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6T" P.M., FROM WHICH THE NW CORNER OF SECT[ON 7 BEARS N 89°45'37" W A DISTANCE OF 538.06 FEET; 1. THENCE S 89°45'37" E A DISTANCE OF 1736 FEET; 2. THENCE S 68°00'10" E A DISTANCE OF 51.39 FEET; 3. THENCE S 20°04'11" W A DISTANCE OF 109.80 FEET; 4. THENCE S 26°13'S1" W A DISTANCE OF 209.33 FEET TO A POINT OF NON-TANGENT CURVATURE; P:\Ever Vail\1618\docs\Legal-CDOT Disposal Parcel6.doc .. , �, 5. THENCE WITH A NON-TANGENT CURVE 242.66 FEET ALONG SAID CURVE TURNING TO TI-� R1GHT HAVING A CENTRAL ANGLE OF 22°19'02", A RADIUS OF 623.00 FEET AND A CHORD WHICH BEARS S 41°13'38" W A DISTANCE OF 241.13 FEET TO A POINT OF NON-TANGENT COMPOUND CURVATURE; 6. TI-IENCE WITH A NON-TANGENT COMPOUND CURVE 86.39 FEET ALONG SAID CURVE TURNING TO THE RIGHT HAVING A CENTRAL ANGLE OF 66°04'S3", A RADIUS OF 74.91 FEET AND A CHORD WHICH BEARS N 11°36'36" E A DISTANCE OF 81.69 FEET TO A POINT OF NON-TANGENT REVERSE CURVATURE; 7. THENCE WITH A NON-TANGENT REVERSE CURVE 159.57 FEET ALONG SAID CURVE TURNING TO THE LEFT HAVING A CENTRAL ANGLE OF 15°57'21", A RADIUS OF 573.00 FEET AND A CHORD WHICH BEARS N 38°12'38" E A DISTANCE OF 159.06 FEET; 8. THENCE N 26°13'S1" E A DISTANCE OF 191.97 FEET TO A POINT OF NON-TANGENT CURVATURE; 9. THENCE WITH A NON-TANGENT CURVE 117.62 FEET ALONG SAID CURVE TURNING TO THE LEFT HAVING A CENTRAL ANGLE OF 20°41'S8", A RADIUS OF 325.56 FEET AND A CHORD WI-IICH BEARS N 12°03'47" E A DISTANCE OF 116.98 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PORTION OF PARCEL NO. 6 CONTAINS 0.627 ACRES, MORE OR LESS. THE ABOVE DESCRIBED EASEMENTS ARE BASED ON THE LINE CONNECTING NGS STATIONS "WOODMAN" AND "SPRADDLE" WHICH BEARS S 72°26'S3" W USING COLORADO CENTRAL ZONE (HARN) SPC 83. THE ROTATION OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED ON THE BRASS CDOT MONUMENTS FOUND AT STATION 180+66.18 RIGHT (TYPE 5, I-�LD) TO STATION 90+00 (TYPE 2) LEFT BEARING: MAPS = S66°35'23"W 862833 FEET CALCULATED; STATE PLANE COORDINATES = S67°09'OS"W - 8627.72 FEET. (MEASURED ROTATION = +00°33'42") P:\Ever Vail\1618\docs�L.egal-CDOT Disposal Parcel 6.doc PARCEL NO. 7 STA. 136+'76.46 TO STA. 139+74.45 RIGHT OF WAY TO BE SOLD IN EAGLE COUNTY BY TOWN OF VAIL DESCRIPTION COLORADO DEPARTMENT OF HIGHWAYS PROJECT I 70-2(7) 183 INTERSTATE 70 A TRACT OR PARCEL OF LAND NO. 6 OF THE DEPARTMENT OF HIGHWAYS, STATE OF COLORADO, PROJECT NO. CONTAINING 0.259 ACRES, MORE OR LESS, IN THE NE'/o OF SECTION 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE 6T" P.M., IN EAGLE COUNTY, COLORADO, SAID TRACT OR PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE COMMON CORNER OF SECTIONS l, 6, 7 AND 12, WHENCE THE N1/16 CORNER OF SECTION 7 BEARS S00°35'16"W A DISTANCE OF 1321.55 FEET FORMING THE BASIS OF BEARING FOR THE FOLLOWING DESCRIPTIONS: BEGINNING AT A POINT FROM WHICH T`HE NE CORNER OF SAID SECTION 12 BEARS N 10°43'25" E A DISTANCE OF 248.03 FEET; 1. THENCE S 00°24'34" W A DISTANCE OF 76.28 FEET; 2. THENCE WITH A CURVE 264.20 FEET ALONG SAID CURVE TURNING TO THE LEFT HAVING A CENTRAL ANGLE OF 5°34'32", A RADIUS OF 2715.00 FEET AND A CHORD WHICH BEARS S 70°49'42" W A DISTANCE OF 264.10 FEET; 3. THENCE N 11°10'35" E A DISTANCE OF 21.95 FEET; 4. THENCE N 60°04'11" E A DISTANCE OF 283.56 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PORTION OF PARCEL NO. 7 CONTAINS 0.259 ACRES, MORE OR LESS. THE ABOVE DESCRIBED EASEMENTS ARE BASED ON THE LINE CONNECTING NGS STATIONS "WOODMAN" AND "SPRADDLE" WHICH BEARS S 72°26'S3" W USING COLORADO CENTRAL ZONE (HARN) SPC 83. THE ROTATION OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED ON THE BRASS CDOT MONUMENTS FOUND AT STATION 180+66.18 RIGHT (TYPE 5, HELD) TO STATION 90+00 (TYPE 2) LEFT BEARING: MAPS = S66°35'23"W 8628.33 FEET CALCULATED; STATE PLANE COORDINATES = S67°09'OS"W - 8627J2 FEET. (MEASURED ROTATION = +00°33'42") P:\Ever Vail\1618\docs\Legal-CDOT Disposal Parcel 7.doc PERMANENT EASEMENT TO BE ACQUIRED A TRACT OR PARCEL OF LAND NO. PE 1 OF THE DEPARTMENT OF HIGHWAYS, STATE OF COLORADO, PROJECT NO. CONTAINING 0.105 ACRES, MORE OR LESS, IN THE NE'/4 OF SECTION 12, TOWNSHIP 5 SOUTH, RANGE 81 WEST OF THE 6T" P.M., IN EAGLE COUNTY, COLORADO, SAID TRACT OR PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE COMMON CORNER OF SECTIONS l, 6, 7 AND 12, WHENCE THE N1/16 CORNER OF SECTION 7 BEARS S00°35'16"W A DISTANCE OF 1321.55 FEET FORMING THE BASIS OF BEARING FOR THE FOLLOWING DESCRIPTION: BEGINNING AT A POINT FROM WHICH TI-� NE CORNER OF SAID SECTION 12 BEARS N 28°35'08" E A DISTANCE OF 360.29 FEET; 1. THENCE S 29°55'49" E A DISTANCE OF 20.00 FEET; 2. THENCE S 60°04'11" W A DISTANCE OF 228.15 FEET; 3. TI-�NCE N 29°55'49" W A DISTANCE OF 20.00 FEET; 4. THENCE N 60°04'11" E A DISTANCE OF 228.15 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCWBED PORTION OF PARCEL PE NO. PE 1 CONTAINS 0.105 ACRES, MORE OR LESS. Tf-IE ABOVE DESCRIBED EASEMENTS ARE BASED ON THE LINE CONNECTING NGS STATIONS "WOODMAN" AND "SPRADDLE" WHICH BEARS S 72°26'S3" W USING COLORADO CENTRAL ZONE (HARN) SPC 83. THE ROTATION OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED ON THE BRASS CDOT MONUMENTS FOUND AT STATION 180+66.18 RIGHT (TYPE 5, HELD) TO STATION 90+00 (TYPE 2) LEFT BEARING: MAPS = S66°35'23"W 8628.33 FEET CALCULATED; STATE PLANE COORDINATES = S67°09'OS"W - 8627.72 FEET. (MEASURED ROTATION = +00°33'42") P:\Ever Vail\1618\docs\Legal-CDOT Permanent Easement l.doc � t } � EXHIBIT VACATED LEGAL DESCRIPTION AN EXISTING 15A FOOT ACCESS EASEMENT, AS RECORDED IN THE OFFICE OF THE CLERK AND RECORDER, COUNTY OF EAGLE, STATE OF COLORADO UNDER BOOK 519 AT PAGE 619, SAID EASEMENT BEING LOCATED WITHIN PARCEL 1, TOWN OF VAIL, EAGLE COUNTY, COLORADO, AS RECORDED IN THE OFFICE OF THE CLERK AND RECORDER, COUNTY OF EAGLE, STATE OF COLORADO, UNDER RECEPTION NO. 925920, BEING MORE PARTICULARLY DESCRIBED FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL l, SAID POINT ALSO BEING A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF HIGHWAY 6, WHENCE THE SOUTHWEST CORNER OF SAID PARCEL 1 BEARS S 73°37'15" W A DISTANCE OF 519.60 FEET FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION; THENCE ALONG THE SOUTHERLY LINE OF SAID PARCEL 1, SAID SOUTHERLY LINE ALSO BEING THE SAID NORTHERLY RIGHT-OF-WAY LINE OF HIGHWAY 6 S 73°37'15" W A DISTANCE OF 15.00 FEET; TF-IENCE DEPARTING SAID SOUTHERLY LINE OF PARCEL 1 N] 6°51'09" W A DISTANCE OF 154.41 FEET TO A POINT ON THE NORTHERLY LINE OF SAID PARCEL 1, SAID NORTHERLY LINE ALSO BEING THE SOUTHERLY RIGHT-OF-WAY LINE OF INTERSTATE 70; THENCE ALONG SAID NORTI-iERLY LINE OF SAID PARCEL 1 N 59°28'16" E A DISTANCE OF 15.44 FEET TO Tf� NORTHEAST CORNER OF SAID PARCEL 1; THENCE DEPARTING SAID NORTHEAST CORNER ALONG THE EAST LINE OF SAID PARCEL 1 S 16°51'09" E A DISTANCE OF 158.18 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL CONTAINING 0.054 ACRES MORE OR LESS. BRENT BIGGS PLS#27598 FOR AND ON THE BEHALF OF PEAK LAND CONSULTANTS, INC. P:\Ever Vail\1618\docs\Legal-Vacated Book 519 Page 619-Parcel l.doc i . . -. . � a � � p� � 0 �s �o s,, ��: � , � � � e � � � � � `� LJ' �, N„ o � �� ti i (� J � O � G �6� � �� Z �� o � � Z L � � � ✓ � � � �Q � o ' sc�e �� S y U�.• �0 ^; \ < � D ``�y0 �� . - � a � �« PARCEL 2 (RECEPTION No. 925920) r r Z � m �r�rir �Zz o � �, �_ --� D � � m z � � � m N D CO Z7 � Z � � fTl Cn � � . � EXHIBIT VACATED LEGAL DESCRIPTION AN EXISTING 15.0 FOOT ACCESS EASEMENT, AS RECORDED IN THE OFFICE OF THE CLERK AND RECORDER, COUNTY OF EAGLE, STATE OF COLORADO UNDER BOOK 519 AT PAGE 619, SAID EASEMENT BEING LOCATED WITHIN PARCEL 2, TOWN OF VAIL, EAGLE COUNTY, COLORADO, AS RECORDED IN THE OFFICE OF THE CLERK AND RECORDER, COUNTY OF EAGLE, STATE OF COLORADO, UNDER RECEPTION NO. 925920, BEING MORE PARTICULARLY DESCRIBED FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF PARCEL 2, SAID POINT ALSO BEING A POINT ON THE NORTI-IERLY RIGHT-OF-WAY LINE OF HIGHWAY 6, WHENCE THE SOUTHEAST CORNER OF SAID PARCEL 2 BEARS N 73°37'15" E A DISTANCE OF 200.00 FEET FORMING TI-IE BASIS OF BEARING FOR THIS DESCRIPTION; THENCE DEPARTING SAID SOUTHWEST CORNER ALONG THE EASTERLY LINE OF PARCEL 2 N 16°51'09" W A DISTANCE OF 158.18 FEET TO THE NORTHWEST CORNER OF SAID PARCEL 2, SAID POINT ALSO BEING A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF INTERSTATE 70; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 2 N 59°28'16" E A DISTANCE OF 15.44 FEET; THENCE DEPARTING SAID NORTHERLY LINE OF PARCEL 2 S 16°51'09" E A DISTANCE OF 161.96 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID PARCEL 2, SAID POINT ALSO BEING A POINT ON THE NORTI-�RLY RIGHT-OF-WAY LINE OF HIGHWAY 6; THENCE ALONG SAID SOUTHERLY LINE OF PARCEL 2 S 73°37'S2" W A DISTANCE OF 15.00 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL CONTAINING 0.055 ACRES MORE OR LESS. BRENT BIGGS PLS#27598 FOR AND ON THE BEHALF OF PEAK LAND CONSULTANTS, INC. P:\Ever Vail\1618\docs\Legal-Vacated Book 519 Page 619-Parcel2.doc 1 , � O G � Z �� o � �Z L � �� ✓ � �.�, 0 0 � � � Q �0 frl (i rr, � � D � o � z n o ('rj �� N �� N O o ��°g �'N , M <<6 �� ' g� � g6 �9� � . �- � � � � o_ � o �.J� CO (.l� � � � � N.. N O � � \ �� , N � O � .O �� < D W D C� O nn oDm � m c�i� Cn p m CO o� D ��m �_� m m N Z rn � � p co O � n C � � Z � � � � � m m � � o D � O rn � Z J ^ l J o n � Z7 r' � m N � � N � N O � � N � II� rn 0 o� � \� L Q v,p �`�P J �� l9, �� I �� . , �9, �-��'OL� — �«��L�ot�OS l L1 r r Z � m rn m r cn Z Z a, c� r� rn � _ � D � � fTl N O � W m � D �0 � Z N � � � EXHIBIT VACATED LEGAL DESCRIPTION AN EXISTING GAS AND OIL EASEMENT AS RECORDED IN THE OFFICE OF TI-� CLERK AND RECORDER, COUNTY OF EAGLE, STATE OF COLORADO UNDER BOOK 618 AT PAGE 291, SAID EASEMENT BEING LOCATED WITHIN PARCEL l, TOWN OF VAIL, EAGLE COUNTY, COLORADO, AS RECORDED IN THE OFFICE OF THE CLERK AND RECORDER, COUNTY OF EAGLE, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED FOLLOWS: BEGINNING AT THE SOUTH WEST CORNER OF SAID PARCEL 1, SAID POINT ALSO BEING THE INTERSECTING POINT OF THE SOUTHERLY RIGHT-OF-WAY LINE OF INTERSTATE 70 AND THE NORTHERLY RIGHT-OF-WAY LINE OF HIGHWAY 6, WHENCE THE SOUTHEAST CORNER OF SAID PARCELI BEARS N 73°37'S2" E A DISTANCE OF 519.60 FEET FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 1, SAID NORTHERLY LINE ALSO BEING TI� SAID SOUTHERLY RIGHT-OF-WAY LINE OF INTERSTATE 70, N 53°51'29" E A DISTANCE OF ] 05.93 FEET; THENCE DEPARTING SAID NORTHERLY LINE OF PARCEL 1 S 16°22'08" E A DISTANCE OF 35.84 FEET TO A POINT ON THE SOUTHERLY LINE OF SAID PARCEL 1, SAID SOUTI-IERLY LINE ALSO BEING THE NORTHERLY RIGHT-OF-WAY LINE OF SAID HIGHWAY 6; THENCE ALONG SAID SOUTHERLY LINE OF PARCEL 1 S 73°37'S2" W A DISTANCE OF 99.68 FEET TO THE TRUE POINT OF BEGINNING. SAID PARCEL CONTAINING 0.041 ACRES MORE OR LESS. BRENT BIGGS PLS#27598 FOR AND ON THE BEHALF OF PEAK LAND CONSULTANTS, INC. P:\Ever Vail\1618\docs\Legal-Vacated Book 618 Page 291.doc � O m � a r � q � 0 �s � �o Q s,, �_4:_ � __.. Z�...__._. � � �- �' _` �.J� 0 V � � �, N„ o � �� 2 � �, � o � G '� � o� Z ,-, —� � � 0 0 � Z L � �� ^ � v' ✓ � � 0 �Q X x X X Z � C� D � fT1 � 0 �, �, 0 m 0 0 � (�l Z � O Z � /fi o ' sc�o �L s y �, 'o ; � � rTt m m � r A C,d N � Z f�l r � �coww�m ° o cn cn cn co z Z c0 O� Oo Oo O G� fTl W O 00 (� � J = � D � � m zz incn �cn z (Ji � J �I � � c,, �„� c,, w rn� c"'o m Cli � � (� � N N D � � (Jt J (J� N �p �7 Cri N O(J� O O � Z J c0 O N O Oo O) � � fTl � � f�l f�l (T1 �/O `��o� ,.— PARCEL 2 (RECEPTION No. 925920)