HomeMy WebLinkAboutbocc.res.090.2010RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PITKIN COUNTY,
COLORADO GRANTING APPROVAL TO AMEND THE 2004 ASPEN/PITKIN COUNTY
AIRPORT MASTER PLAN AND GRANTING SITE PLAN REVIEW APPROVAL TO EXTEND
THE RUNWAY/TAXIWAY SYSTEM UP TO 1,000 FEET TO THE SOUTH
Resolution No.�nO 2010
RECITALS
Pitkin County ( "Applicant ") has applied to the Board of County Commissioners of Pitkin County,
Colorado ( "BOCC ") to amend the 2004 Aspen /Pitkin County Airport Master Plan and to obtain Site
Plan approval to extend the runway /taxiway system up to 1,000 feet to the south in order to
accommodate both existing and forecast air travel passenger demand in an efficient manner. During
certain weather conditions, the current commercial aircraft are required to take load penalties (reduce
the number of passengers, baggage or both) in order to take -off. The Applicant asserts that the
extension will allow the aircraft to carry more passengers with the same number of flights and
thereby improve their efficiency. The additional runway length also provides an extra safety factor
for aircraft utilizing the airport since it provides additional room for pilots to recover for aborted take
offs and unusual landing circumstances.
2. The airport property is located on Highway 82 across from the Aspen Business Center, and is more
specifically described in Exhibit A.
3. The airport property is zoned Public and Public - Institutional.
4. The BOCC approved the 2004 Aspen/Pitkin County Airport Master Plan, pursuant to Resolution No.
057 -2004. The 2004 Master Plan contemplated a runway extension, but specified that further review,
specifically "scenic overlay review approval," would be required prior to submission of development
permits. The Land Use Code ( "Code ") now requires Site Plan Review, which includes Scenic View
Protection review.
5. The Pitkin County Planning and Zoning Commission considered the proposed application at a regularly
scheduled meeting on June 1, 2010, and recommended approval by a vote of 3 -0.
6. The Pitkin County Planning and Zoning Commission approved the Location and Extent Review for the
runway extension as required by C.R.S. 30-28-11 0(l), pursuant to Resolution No. PZ -_q_-2010.
7. The BOCC considered the proposed application at duly noticed public hearings on June 23 and July 14,
2010.
8. The BOCC finds that the proposed runway extension and associated development is consistent with the
applicable provisions of the Pitkin County Land Use Code, as follows:
A. The runway extension complies with the 2000 Aspen Area Community Plan, which prioritizes
improvements to the airport to enable greater efficiency and reliability of air service.
B. The runway extension is consistent with the applicable land use policies: there will be limited
impact on the natural environment; the additional passengers accommodated as a result of the
extension will not exceed the future capacity of the Aspen/Snowmass area lodging inventory and
will not create development pressure for additional lodging units or pillows; and the extension will
improve the effi - aircraft safety.
RECEPTION #: 573074, 08126/2010 at
03:23:50 PM,
1 OF 22, R $0.00 Doc Code RESOLUTION
Janice K. Vas Caudill, Pitkin County, CO
Resolution No&10 -20/0
Page 2
C. The majority of development will occur on slopes of less than 15 %. The limited slopes in excess of
30% and 45% that will be affected by the development are the result of the creation of man -made
landforms used to screen the airport or to accommodate other airport facilities; development in
these areas is permitted pursuant to the exception for development on slopes in excess of 30%
"when the slope is due to the presence of a minor natural or man -made change in the gradient of a
continuous slope."
D. The proposed project will result in the permanent elimination of 0.07 acres of wetlands. The
encroachment is necessary due to the location of the localizer antenna and the surrounding
Localizer Critical Area, which are determined by FAA criteria, so there is no feasible alternative
and the impacts will be mitigated.
E, The proposed project complies with the Scenic View Protection Area criteria, and visual impacts
will be mitigated by the existing terrain, the use of gradual slopes for all landforms, the careful
use of landscaping to screen utility facilities and equipment structures and the distances and
angle from which the improvements would be viewed in most cases.
F. While the area affected by the 65 DNL and greater noise levels will shift to the south as a result
of the runway extension, no housing units or other noise sensitive uses or areas are located within
the 65 DNL aircraft noise exposure contour with the proposed runway extension.
NOW, THEREFORE, BE IT RESOLVED by the BOCC that it hereby grants approval to
amend the 2004 Airport Master Plan and site plan review approval to extend the runway /taxiway system
up to 1,000 feet to the south, subject to the following conditions, which shall run with the land and be
binding on all successors in interest:
1. The Applicant shall adhere to all material representations made in the application and public
meetings and hearings.
2. Prior to submission of any earthmoving or other development permit applications related to the
runway extension, the Applicant shall be required to submit for approval by the County Attorney and
Community Development a Site Plan with an Activity Envelope in accordance with Land Use Code
Section 2- 30 -20(g) and Application manual Section 2.1.12. The above referenced approvals shall be a
condition precedent to finalization and recordation. The site plan shall be amended as follows:
A. Establish an activity envelope for the borrow areas.
B. Expand the activity envelope at the south end of the airport property where the water line
connects to Owl Creek Road to include the existing road that currently serves and will continue
to serve the BMD facilities.
3. Prior to issuance of an earthmoving permit for the runway extension and the relocation of the Airport
Service Road and Owl Creek Trail and development permits for associated improvements, including
the equipment building, pump house, water storage tank and localizer antenna, the Applicant shall:
A. Submit a construction management plan to the Pitkin County Planning Engineer for review and
approval. The plan shall include:
1) A traffic control plan for access onto Owl Creek Road and for traffic control where the haul
road crosses the Owl Creek Trail. The plan shall be reviewed and approved by Open Space
and Trails (OST). Flaggers will be required during construction at the trail crossings, and the
trail shall remain open at all times. Adequate signage to warn trail users of the construction
Pal
Resolution No.0_ L7 2010
Page 3
shall be provided at crossings and during detours. The signs shall be approved by OST and
installed prior to commencement of construction.
2) The location of any screening or other material processing sites;
3) A fugitive dust control plan.
4) A phasing plan. The plan shall describe the general phasing of the project including the
installation of erosion control measures, trail closures, the timing of revegetation for borrow
areas and other areas disturbed during construction, etc.
B. Submit a drainage and erosion control plan to the Pitkin County Planning Engineer for review
and approval.
C. Submit a revegetation plan and tree mitigation plan for review and approval by Community
Development. The plan shall address measures to ensure the success of the revegetation.
D. Submit a copy of an approved CDOT right -of -way permit for development within the right -of-
way, including grading, the relocated trail connection to the highway underpass and the
connection to the City water line.
E. Coordinate with OST for the trail realignment. The trail shall be built to OST standards. The
Applicant shall install mirrors at the Highway 82 underpass to provide better sightlines for trail
users entering and exiting the underpass; the location and type of mirrors shall be approved by
OST.
F. Submit a copy of an approved State Stormwater Management Permit.
G. Submit a wetlands mitigation plan for review and approval by Community Development. The
Applicant shall mitigate for the 0.07 acres of wetlands that will be disturbed by the construction.
H. Submit an approved permit to exceed the noise restrictions to allow nighttime and Sunday work;
the permit shall be approved by Environmental Health and the BOCC.
4. One year from the date of completion of the runway extension, the Applicant shall be required to
measure the noise levels at the Burlingame and Maroon Creek housing projects. On -site (exterior)
noise levels at the housing projects shall not exceed 65 DNL and interior noise levels shall not
exceed 45 DNL. Results shall be submitted to Community Development. If noise levels exceed the
specified levels, staff will present the results to the BOCC for discussion regarding mitigation.
5. The Applicant shall stake the corners of the activity envelope and fence the perimeter of the envelope
with construction fencing or other acceptable erosion control or safety measures, prior to
commencement of any earthmoving work. Fencing shall remain in place until the revegetation is
established, and the fencing shall be maintained throughout the construction.
6. The following variances of dimensional requirements are approved as part of this Master Plan
amendment:
A. An 8' variance of the 100' highway setback is approved for the localizer antenna.
B. A 65' variance of the 100' highway setback is approved for the equipment shelter associated with
the localizer antenna.
C. The height of the landform at the south end of the airport may be increased to a height of 28 feet,
as provided for in the original approvals for the landform (see BOCC Resolution No. 23- 2007), in
order to bury and screen the proposed water storage tank and to screen the pump house facilities for
the Buttermilk Metro District.
7. No development shall occur outside the approved activity envelopes.
Resolution NoQy0 -1010
Page 4
8. All areas disturbed by construction shall be re- vegetated with native shrubs and grasses within two
growing seasons of the project's completion.
9. Failure to comply with these conditions of approval and the adopted PUB master plan shall result in
revocation of the approvals and permits.
NOTICE OF PUBLIC HEARING published in the Asoen Times Weeklv on the 23 day of May, 2010.
APPROVED AND ADOPTED AT A PUBLIC HEARING on the 14`" day of July, � �2��010.
PUBLISHED AFTER ADOPTION in the AsPen Times Weeklv on the /7 a ay ofARSr .2010.
BOARD OF COUNTY COMMISSIONERS,
PITKIN COUNTY, COLORADO
J T:
GG�I,1,� �ttcv Jones, Clerk to t BOCC
APPROVED AS TO CONTENT:
Cindy Houben
Community Development Director
Case P032 -10; PID # 264334200851
By /d, C�
George Ne�an, Chi
APPROVED AS TO FORM:
JohgJ3lq - '
�ttorney
11
PARCEL A
PITKIN COUNTY AIRPORT PROPERTY LYING WESTERLY OF HIGHWAY 82
A PARCEL OF LAND SITUATED IN THE F I/2E1/2 OF SECTION 28, THE SW IA OF
SECTION 27, THE NEI14NE114 OF SECTION 33 AND SECTION 34, TOWNSHIP 8
SOUTH, RANGE 85 WEST AND IN SECTION 3, TOWNSHIP 10 SOUTH, RANGE 85
WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF
COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 33, A STONE
FOUND IN PLACE, THE POINT OF BEGINNING; THENCE NOI'23'10 "W ALONG THE
EASTERLY BOUNDARY OF SAID SECTION 33 A DISTANCE OF 1343.36 FEET TO THE
NORTH SIXTEENTH CORNER OF SA]D SECTION 33 AND SECTION 34, A 2"
ALUMINUM CAP L.S. # 15710 IN PLACE; THENCE LEAVING SAID EASTERLY
BOUNDARY S87 0 47'43 "W A DISTANCE OF 1334.66 FEET TO THE NORTHEAST
SIXTEENTH CORNER OF SAID SECTION 33, A 3 -1/4" ALUMINUM CAP L.S. #19598
SET IN PLACE; THENCE N01 0 04'05"W A DISTANCE OF 1337.21 FEET TO THE EAST
SIXTEENTH CORNER OF SAID SECTION 33 AND SECTION 28, A 2" ALUMINUM CAP
L.S. 415710 IN PLACE; THENCE NOO °57'41 "W A DISTANCE OF 1346.09 FEET TO THE
SOUTHEAST SIXTEENTH CORNER OF SAID SECTION 28, A 2" ALUMINUM CAP L.S.
#15710 IN PLACE; THENCE N00 1 57'41 "W A DISTANCE OF 1346.09 FEET TO THE
EAST - CENTER SIXTEENTH CORNER OF SAID SECTION 28, A 3 -1/4" ALUMINUM
CAP L.S. #19598 SET IN PLACE; THENCE NOO °54'29 "W A DISTANCE OF 1345.58 FEET
TO THE NORTHEAST SIXTEENTH CORNER OF SAID SECTION 28, A 3 -1/4"
ALUMINUM CAP L.S. # 19598 SET IN PLACE; THENCE N00 1 54'29 "W. ALONG THE
WESTERLY BOUNDARY OF THE NEI /4NE1 /4 OF SAID SECTION 28 A DISTANCE OF
580.36 FEET TO A POINT ON THE WESTERLY RIGHT -OF -WAY OF STATE HIGHWAY
NO. 82; THENCE LEAVING SAID WESTERLY BOUNDARY THE FOLLOWING
THIRTY -SEVEN (37) COURSES ALONG SAID WESTERLY RIGHT -OF -WAY:
1. S42 0 44'02 "E A DISTANCE OF 51.34 FEET
2. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 523.00
FEET AND A CENTRAL ANGLE OF 23 °18'00" A DISTANCE OF 212.68 FEET (CHORD
BEARS S31 °05'02 "E 211.22 FEET)
3. S 19 0 26'02 "E A DISTANCE OF 484.56 FEET
4. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1482.50
FEET AND A CENTRAL ANGLE OF 26 0 48'25" A DISTANCE OF 693.62 FEET (CHORD
BEARS S32 0 50'14 "E 68731 FEET)
5. S32 0 32'37 "E A DISTANCE OF 124.19 FEET
i
6. S21 0 16'39 "E A DISTANCE OF 216.82 FEET
7. S43 0 55'47 "E A DISTANCE OF 284.03 FEET
8. S59 4"E A DISTANCE OF 144.19 FEET
9. S30 0 26'03 "E A DISTANCE OF 206.34 FEET
10. S37 0 19'48 "E A DISTANCE OF 162.90 FEET
11. S22 0 38'38 "E A DISTANCE OF 654.44 FEET
12. 827 0 02'07 "E A DISTANCE OF 311.26 FEET
13. S39 0 44'48 "E A DISTANCE OF 380.71 FEET
14. S29 0 08'10 "E A DISTANCE OF 140.10 FEET
15. S52 0 52'16 "E A DISTANCE OF 244.32 FEET
16, S52 0 52'13 "E A DISTANCE OF 429.03 FEET
17. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1822.36
FEET AND A CENTRAL ANGLE OF 25 0 19'07" A DISTANCE OF 805.29 FEET (CHORD
BEARS S40 0 12'42 "E 798.75 FEET)
18. S27 0 33'09 "E A DISTANCE OF 1780.08 FEET
19. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 3732.22
FEET AND A CENTRAL ANGLE OF 08 0 50'27" A DISTANCE OF 575.89 FEET (CHORD
BEARS S23 0 07'55 "E 575.32 FEET)
20. S1 8 °42'42 "E A DISTANCE OF 1196.55 FEET
21. S31 °07 57 "E A DISTANCE OF 155.94 FEET
22. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 42.00
FEET AND A CENTRAL ANGLE OF 26 0 13'47" A DISTANCE OF 19.23 FEET (CHORD
BEARS S87 0 59'31 "W 19.06 FEET)
23. S69 0 05'35 "W A DISTANCE OF 9.45 FEET
24. S29 0 48'01 "E A DISTANCE OF 250.55 FEET
25. S49 1'29"B A DISTANCE OF 103.24 FEET
26. S31 ° 10' 17 "E A DISTANCE OF 1689.08 FEET
27. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF
32898.75 FEET AND A CENTRAL ANGLE OF 00 0 01'21" A DISTANCE OF 12.89 FEET
(CHORD BEARS S30 °58'02 "E 12.89 FEET)
28. SI5 °15'18 "E A DISTANCE OF 315.91 FEET
29. S19 °49'5 1 "E A DISTANCE OF 292.63 FEET
30. S07 0 35'33 "E A DISTANCE OF 212.79 FEET
31. SO4 0 35'09 "E A DISTANCE OF 97.46 FEET
32. S01 "W A DISTANCE OF 394.41 FEET
33. S08 0 41'56 "W A DISTANCE OF 264.78 FEET
34. S02 0 21'08 "E A DISTANCE OF 431.37 FEET
35. S03 0 18'45 "W A DISTANCE OF 481.87 FEET
36, S01 0 16'41 "W A DISTANCE OF 687.67 FEET
37. S03 0 50'58 "W A DISTANCE OF 106.80 FEET TO A POINT ON THE SOUTHERLY
BOUNDARY OF THAT PROPERTY DESCRIBED IN RECEPTION NO. 211897 OF THE
PITKIN COUNTY CLERK AND RECORDER'S OFFICE; THENCE LEAVING SAID
WESTERLY RIGHT -OF -WAY ALONG SAID SOUTHERLY BOUNDARY N54 0 19'57 "W A
DISTANCE OF 568.54 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY
BOUNDARY N67 0 55'57 "W A DISTANCE OF 50.95 FEET; THENCE CONTINUING
ALONG SAID SOUTHERLY BOUNDARY N75 0 33'57 "W A DISTANCE OF 74.83 FEET;
THENCE CONTINUING ALONG SAID SOUTHERLY BOUNDARY N42 0 28'57 "W A
DISTANCE OF 68.05 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY
BOUNDARY AND THE SOUTHWESTERLY BOUNDARY OF THAT PROPERTY
DESCRIBED IN RECEPTION NO. 197660 OF THE PITKIN COUNTY CLERK AND
RECORDER'S OFFICE N29 0 42'06 "W A DISTANCE OF 160.23 FEET; THENCE
CONTINUING ALONG THE SOUTHWESTERLY BOUNDARY OF SAID RECEPTION
NO. 197660 N21 °27'57 "W A DISTANCE OF 114.67 FEET; THENCE CONTINUING
ALONG SAID SOUTHWESTERLY BOUNDARY N31 0 42'57 "W A DISTANCE OF 235.58
FEET; THENCE CONTINUING ALONG SAID SOUTHWESTERLY BOUNDARY
N44 0 01'57 "W A DISTANCE OF 238.86 FEET; THENCE CONTINUING ALONG SAID
SOUTHWESTERLY BOUNDARY N41 0 38'57 "W A DISTANCE OF 153.11 FEET TO THE
SOUTHEAST CORNER OF THAT PROPERTY DESCRIBED IN RECEPTION NO. 197598
OF THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE; THENCE S69 °09'44 "W
A DISTANCE OF 32.34 FEET TO THE SOUTHWEST CORNER OF SAID RECEPTION
NO, 197598; THENCE N29 °10'20 "W ALONG THE WESTERLY BOUNDARY OF SAID
RECEPTION NO. 197598 A DISTANCE OF 154.34 FEET; THENCE CONTINUING'
ALONG SAID WESTERLY BOUNDARY N25 0 55'53 "W A DISTANCE OF 254.98 FEET;
THENCE CONTINUING ALONG SAID WESTERLY BOUNDARY N23 0 32'45 "W A
DISTANCE OF 123.79 FEET; THENCE CONTINUING ALONG SAID WESTERLY
BOUNDARY N20 0 3627 "W A DISTANCE OF 125.21 FEET; THENCE CONTINUING
ALONG SAID WESTERLY BOUNDARY N19 0 40'24 "W A DISTANCE OF 169.52 FEET;
THENCE CONTINUING ALONG SAID WESTERLY BOUNDARY N19 0 21'23 "W A
DISTANCE OF 127.95 FEET; THENCE CONTINUING ALONG SAID WESTERLY
BOUNDARY N19 0 20'38 "W A DISTANCE OF 102.13 FEET; THENCE CONTINUING
ALONG SAID WESTERLY BOUNDARY N21 "W A DISTANCE OF 53.59 FEET;
THENCE CONTINUING ALONG SAID WESTERLY BOUNDARY N24 0 24'47 "W A
DISTANCE OF 51.90 FEET; THENCE CONTINUING ALONG SAID WESTERLY
BOUNDARY N27 0 13'24 "W A DISTANCE OF 186.22 FEET; THENCE CONTINUING
ALONG SAID WESTERLY BOUNDARY N27 0 42'54 "W A DISTANCE OF 276.68 FEET;
THENCE CONTINUING ALONG SAID WESTERLY BOUNDARY N27 0 42'09 "W A
DISTANCE OF 282.96 FEET; THENCE CONTINUING ALONG SAID WESTERLY
BOUNDARY N30 0 26'22 "W A DISTANCE OF 17.20 FEET TO A POINT ON THE
SOUTHERLY BOUNDARY OF SECTION 34; THENCE S89 °57'58 "W ALONG THE
SOUTHERLY BOUNDARY OF SAID SECTION 34 A DISTANCE OF 996.37 FEET TO
THE SOUTHWEST CORNER OF PARCEL 1 OF THAT PROPERTY DESCRIBED IN
RECEPTION NO. 306956; THENCE N00 °07'52 "W ALONG THE WESTERLY BOUNDARY
OF SAID PARCEL 1 A DISTANCE OF 1311.71 FEET TO THE NORTHWEST CORNER OF
SAID PARCEL 1; THENCE S96 "E ALONG THE NORTHERLY BOUNDARY OF
SAID PARCEL I A DISTANCE OF 137.57 FEET; THENCE CONTINUING ALONG SAID
NORTHERLY BOUNDARY S58 °04'36 "E A DISTANCE OF 172.68 FEET; THENCE
CONTINUING ALONG SAID NORTHERLY BOUNDARY S57 0 44'41 "E A DISTANCE OF
140.77 FEET; THENCE CONTINUING ALONG SAID NORTHERLY BOUNDARY
S48 0 12'58 "E A DISTANCE OF 44.49 FEET; THENCE CONTINUING ALONG SAID
NORTHERLY BOUNDARY S42 11 E A DISTANCE OF 58.86 FEET TO THE
NORTHWEST CORNER OF PARCEL H -I OF THAT PROPERTY DESCRIBED IN
RECEPTION NO. 197537 OF THE PITKIN COUNTY CLERK AND RECORDER'S
OFFICE; THENCE N50 °14'30 "E ALONG THE NORTHERLY BOUNDARY OF SAID
PARCEL H -1 A DISTANCE OF 63.88 FEET TO A POINT ON THE SOUTHERLY
BOUNDARY OF PARCEL 2 OF THAT PROPERTY DESCRIBED IN SAID RECEPTION
NO. 306956; THENCE N55 1 13 1 01 "W ALONG THE SOUTHERLY BOUNDARY OF SAID
PARCEL 2 A DISTANCE OF 205.30 FEET; THENCE CONTINUING ALONG SAID
SOUTHERLY BOUNDARY N55 0 51'28 "W A DISTANCE OF 312.89 FEET; THENCE
CONTINUING ALONG SAID SOUTHERLY BOUNDARY S72 0 10'55 "W A DISTANCE OF
175.75 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY BOUNDARY
561 °51'43 "W A DISTANCE OF 70.22 FEET; THENCE CONTINUING ALONG SAID
SOUTHERLY BOUNDARY S89 5"W A DISTANCE OF 1105.31 FEET; THENCE
CONTINUING ALONG SAID SOUTHERLY BOUNDARY N84 0 26'04 "W A DISTANCE OF
124.55 FEET TO A POINT ON THE WESTERLY BOUNDARY OF SAID SECTION 34;
THENCE N00 3'55"W ALONG THE WESTERLY BOUNDARY OF SAID SECTION 34 A
DISTANCE OF 1388.00 FEET TO THE POINT OF BEGINNING; SAID PARCEL
CONTAINING 597.303 ACRES, MORE OR LESS.
PARCEL B
A PARCEL OF LAND SITUATED IN THE Sl /2NW1 /4 SECTION 27, SI /2 SECTION 27,
N1/2 SECTION 34, SE1 /4 SECTION 34AND THE Wl /2SW1 /4 SECTION 35, TOWNSHIP 9
SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF
PITKIN, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST QUARTER CORNER OF SECTION 34, TOWNSHIP 9
SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, A FOUND 21/2"
U.S.G.L.O. BRASS CAP IN PLACE; THENCE S 04 ° 45'40" E A DISTANCE OF 127.64
FEET TO CORNER NUMBER 24 OF THE VAN CLEAVE PLACER A STONE FOUND IN
PLACE., THE POINT OF BEGINNING; THENCE S45 °27'37 "W ALONG THE SOUTHERLY
LINE OF SAID PLACER A DISTANCE OF 483.62 FEET TO CORNER NUMBER 7 OF
SAID PLACER; THENCE ALONG THE EASTERLY LINE OF SAID PLACER S44 0 55'31 "E
A DISTANCE OF 208.04 FEET, TO A POINT ON THE NORTHERLY LINE OF THAT
PROPERTY DESCRIBED IN RECEPTION NUMBER 458480 OF THE PITKIN COUNT
CLERK AND RECORDER'S OFFICE; THENCE ALONG SAID RECEPTION NUMBER
45840 THE FOLLOWING EIGHT (8) COURSES:
I) S84 °55'16 "W A DISTANCE OF 75.27 FEET
2) S12 0 54'02 "E A DISTANCE OF 323.00 FEET
3) S35 °41'22 "E A DISTANCE OF 156.60 FEET
4) S68 °41'52 "E A DISTANCE OF 180.10 FEET
5) N82 °44'47 "E A DISTANCE OF 207.00 FEET
6) S5 1 A DISTANCE OF 158.20 FEET
7) Sl8 °00'22 "E A DISTANCE OF 110.00 FEET
8) N86 0 29'39 "E A DISTANCE OF 67.36 FEET; THENCE LEAVING SAID RECEPTION
NUMBER 458480 S44 0 55'31 "E A DISTANCE OF 76.37 FEET; THENCE S89 1 46'08 "W A
DISTANCE OF 469.58 FEET, TO A POINT ON THE EASTERLY LINE OF SECTION 34,
TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN;
THENCE S03 0 30'11 "E ALONG SAID EASTERLY LINE A DISTANCE OF 194.58 FEET,
TO A POINT ON THE NORTHERLY LINE OF ASPEN AIRPORT BUSINESS CENTER;
THENCE LEAVING SAID EASTERLY LINE ALONG THE NORTHERLY LINE OF SAID
ASPEN AIRPORT BUSINESS CENTER, ALONG THE ARC OF A CURVE TO THE RIGHT
HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 20 °31'14" AND A
DISTANCE OF 35.82 FEET (CHORD BEARS N45 8"W 35.62 FEET); THENCE
CONTINUING ALONG SAID NORTHERLY LINE N35 0 35'41 "W A DISTANCE OF 516.32
FEET TO THE NORTHEAST CORNER OF SAID ASPEN AIRPORT BUSINESS CENTER;
THENCE N35 0 35'41 "W ALONG THE EASTERLY LINE OF THE NORTH 40
SUBDIVISION A DISTANCE OF 91.62 FEET; THENCE CONTINUING ALONG SAID
EASTERLY LINE, ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS
a
OF 430.00 FEET, A CENTRAL ANGLE OF 15 °39'42" AND A DISTANCE OF 117.54 FEET
(CHORD BEARS N43 °25'32 "W 117.17 FEET); THENCE CONTINUING ALONG SAID
EASTERLY LINE N51 0 15'23 "W A DISTANCE OF 191.50 FEET; THENCE CONTINUING
ALONG SAID EASTERLY LINE ALONG THE ARC OF A CURVE TO THE RIGHT
HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 15 °23'53" AND A
DISTANCE OF 53.75 FEET (CHORD BEARS N43 0 33'26 "W 53.59 FEET); THENCE
CONTINUING ALONG SAID EASTERLY LINE N35 0 51'30 "W A DISTANCE OF 572.89
FEET TO THE NORTHEAST CORNER OF SAID NORTH 40 SUBDIVISION; THENCE
N48 0 59'04 "W ALONG THE EASTERLY LINE OF THAT PROPERTY DESCRIBED IN
RECEPTION NUMBER 447848 OF THE PITKIN COUNTY CLERK AND RECORDER'S
OFFICE A DISTANCE OF 788.09 FEET, TO THE NORTHEAST CORNER OF SAID
RECEPTION NUMBER 447848; THENCE S58 °54'10 "W ALONG THE NORTHERLY LINE
OF SAID RECEPTION NUMBER 447848 A DISTANCE OF 659.03 FEET; THENCE
LEAVING SAID NORTHERLY LINE N1 8 °42'42 "W A DISTANCE OF 918.25 FEET;
THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF
3,929.72 FEET AND A CENTRAL ANGLE OF 08 0 50'27" A DISTANCE OF 606.36 FEET
(CHORD BEARS N23 °07'55 "W 605.76 FEET); THENCE N27 °33'09 "W A DISTANCE OF
87109 FEET; THENCE N62 0 26 1 51 "E A DISTANCE OF 23.29 FEET, TO THE
SOUTHWESTERLY CORNER OF THAT PROPERTY DESCRIBED IN RECEPTION
NUMBER 156437 OF THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE;
THENCE ALONG SAID RECEPTION NUMBER THE FOLLOWING (2) TWO COURSES:
1) N80 0 00'27 "E A DISTANCE OF 200.00 FEET
2) N09 °59'33 "W A DISTANCE OF 871.20 FEET; THENCE LEAVING SAID
RECEPTION NUMBER N45 0 55'12 "W A DISTANCE OF 777.58 FEET; THENCE
N38 0 19'30 "W A DISTANCE OF 341.07 FEET; THENCE NO3 0 39'55 "W A DISTANCE OF
664.67 FEET; THENCE S69 °38'08 "W A DISTANCE OF 497.97 FEET; THENCE
N70 0 25'06 "W A DISTANCE OF 256.72 FEET; THENCE N59 °21'00 "W A DISTANCE OF
412.62 FEET; THENCE N41 °09'54 "W A DISTANCE OF 286.83 FEET; THENCE
N22 0 40'03 "W A DISTANCE OF 301.15 FEET; THENCE N25 °55'27 "W A DISTANCE OF
214.59 FEET TO A POINT ON THE NORTHERLY LINE OF THE VAN CLEVE PLACER;
THENCE ALONG SAID NORTHERLY LINE N45 3"E A DISTANCE OF 883.09 FEET;
THENCE CONTINUING ALONG SAID NORTHERLY LINE S44 0 57'52 "E A DISTANCE
OF 762.54 FEET; THENCE S00 °02'08 "W ALONG THE EASTERLY LINE OF SAID
PLACER A DISTANCE OF 568.00 FEET; THENCE CONTINUING ALONG SAID
EASTERLY LINE S89 9 57'52 "E A DISTANCE OF 568.00 FEET; THENCE CONTINUING
ALONG SAID EASTERLY LINE S44 0 57'52 "E A DISTANCE OF 1,458.12 FEET; THENCE
CONTINUING ALONG SAID EASTERLY LINE S45 0 02'08 "W A DISTANCE OF 693.47
FEET, THENCE CONTINUING ALONG SAID EASTERLY LINE S44 °57'52 "E A
DISTANCE OF 1,804.42 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE
S45 0 04'42 "W A DISTANCE OF 300.00 FEET; THENCE CONTINUING ALONG SAID
EASTERLY LINE S44 0 56'02 "E A DISTANCE OF 2,458.52 FEET; THENCE CONTINUING
ALONG SAID EASTERLY LINE S45 °00' 18 "E A DISTANCE OF 180.14 FEET TO THE
POINT OF BEGINNING, SAID PARCEL CONTAINING 154.975 ACRES, MORE OR LESS.
/G
PARCEL C
A PARCEL OF LAND SITUATED IN THE E1 /2NEI /4 SECTION 28, TOWNSHIP 9
SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF
PITKIN, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 28, A 3 -114"
ALUMINUM CAP LS# 19598 IN PLACE; THENCE S01'09'1 0"E ALONG THE EASTERLY
LINE SAID SECTION 28 A DISTANCE OF 681.70 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING ALONG SAID EASTERLY LINE S01 0 09'10 "E A DISTANCE OF
658,52 FEET TO THE N1 /16 CORNER OF SECTIONS 27 AND 28; THENCE
CONTINUING ALONG SAID EASTERLY LINE SOI °09'10 "E A DISTANCE OF 1,151.03
FEET; THENCE LEAVING SAID EASTERLY LINE N33 °50'34 "W A DISTANCE OF 39.58
FEET; THENCE N37 °30'52 "W A DISTANCE OF 109.07 FEET; THENCE N41 °49'36 "W A
DISTANCE OF 145.70 FEET; THENCE N14 °43'39 "W A DISTANCE OF 61.31 FEET;
THENCE N59 0 53'38 "W A DISTANCE OF 207.11 FEET; THENCE N44'3 1'10"W A
DISTANCE OF 318.82 FEET; THENCE N40 °58'50 "W A DISTANCE OF 156.98 FEET;
THENCE N28 0 50'23 "W A DISTANCE OF 377.73 FEET; THENCE N19 °34'08 "W A
DISTANCE OF 430.84 FEET; THENCE N24 °1 0'22 "E A DISTANCE OF 21.84 FEET;
THENCE N20 0 38'37 "W A DISTANCE OF 212.67 FEET; THENCE N71 °28'11 "W A
DISTANCE OF 46.81 FEET; THENCE N31'25'1 9"W A DISTANCE OF 91.47 FEET;
THENCE N88 0 50'04 "E A DISTANCE OF 1,155.32 FEET TO THE POINT OF BEGINNING;
SAID PARCEL CONTAINING 28.160 ACRES, MORE OR LESS,
PARCEL D
A PARCEL OF LAND SITUATED IN THE S1 /2NW 1/4 SECTION 27, S1/2 SECTION 27,
NI /2 SECTION 34, SEI /4 SECTION 34 AND THE W 1 /2SW 1/4 SECTION 35, TOWNSHIP 9
SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF
PITKIN, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST QUARTER CORNER OF SECTION 34, TOWNSHIP 9
SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, A FOUND 2 1/2"
U.S.G.L.O. BRASS CAP IN PLACE; THENCE S85 °52'21 "W A DISTANCE OF 2,051.05
FEET, TO THE POINT OF BEGINNING; THENCE S5$'54'1 0"W A DISTANCE OF 23.04
FEET, TO A POINT ON THE EASTERLY RIGHT -OF -WAY OF HIGHWAY 82; THENCE
ALONG SAID EASTERLY RIGHT -OF -WAY THE FOLLOWING FIFTEEN (15)
COURSES:
1) NI 8-42 A DISTANCE OF 923.19 FEET
2) ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 3,907.22
FEET, A CENTRAL ANGLE OF 08 °50'27" AND A DISTANCE OF 602.89 FEET (CHORD
BEARS N23 0 07'55 "W 602.29 FEET)
3) N27 0 33'09 "W, A DISTANCE OF 1,780.08 FEET
4) ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1,997.36
FEET, A CENTRAL ANGLE OF 09 °38'31" AND A DISTANCE OF 336.13 FEET (CHORD
BEARS N32 0 22'25 "W 335.73 FEET)
5) N18 °25'07 "W, A DISTANCE OF 59.68 FEET
6) N40 °22'34 "W, A DISTANCE OF 111.00 FEET
7) N44 °25'02 "W, A DISTANCE OF 173.51 FEET
8) N49-05'1 9"W, A DISTANCE OF 155.37 FEET
9) N63 °23'50 "W, A DISTANCE OF 105.30 FEET
10) N52 °52'16 "W, A DISTANCE OF 332.40 FEET
11) N39 0 37'54 "W, A DISTANCE OF 834.73 FEET
12) N08 °54'20 "W, A DISTANCE OF 202.77 FEET
13) N41 °09'54 "W, A DISTANCE OF 222.00 FEET
14) N22 0 40'03 "W, A DISTANCE OF 304.17 FEET
15) N25 °55'27 "W, A DISTANCE OF 206.33 FEET TO A POINT ON THE NORTHERLY
LINE OF SAID VAN CLEAVE PLACER; THENCEN45 °22'13 "E ALONG SAID
NORTHERLY LINE, A DISTANCE OF 23.75 FEET; THENCE LEAVING SAID
NORTHERLY LINE S25 0 55'27 "E A DISTANCE OF 214.59 FEET; THENCE S22 10 E A
DISTANCE OF 301.15 FEET; THENCE S41 °09'54 "E A DISTANCE OF 286.83 FEET;
THENCE S59 0 21'00 "E A DISTANCE OF 412.62 FEET; THENCE S70 0 25'06 "E A
DISTANCE OF 256.72 FEET; THENCE N69 °38'08 "E A DISTANCE OF 497.97 FEET;
THENCE S03 0 39'55 "E A DISTANCE OF 664.67 FEET; THENCE S38 0 19'30 "E A
DISTANCE OF 341.07 FEET; THENCE S45'55'1 2"E A DISTANCE OF 777.58 FEET TO
THE NORTHEASTERLY CORNER OF THAT PROPERTY DESCRIBED IN RECEPTION
NUMBER 156437 OF THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE;
THENCE ALONG SAID RECEPTION NUMBER THE FOLLOWING (2) TWO COURSES:
1) S80 °00'27 "W A DISTANCE OF 200.00 FEET
2) S09 °59'33 "E A DISTANCE OF 871.20 FEET; THENCE LEAVING SAID
RECEPTION NUMBER S62 0 26'51 "W A DISTANCE OF 23.29 FEET; THENCE S27 1 33'09 "E
A DISTANCE OF 873.09 FEET; THENCE ALONG THE ARC OF A CURVE TO THE
RIGHT HAVING A RADIUS OF 3,929.72 FEET AND A CENTRAL ANGLE OF 08 °50'27",
A DISTANCE OF 606.36 FEET (CHORD BEARS S23 °07'55 "E 605.76 FEET); THENCE
S1 8 °4242 "E A DISTANCE OF 918.25 FEET TO THE POINT OF BEGINNING; SAID
PARCEL CONTAINING 27.310 ACRES, MORE OR LESS
PARCEL E
A PARCEL OF LAND SITUATED IN THE El/2NE1 /4 SECTION 28, TOWNSHIP 9
SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF
PITKIN, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 28, A 3 -114"
ALUMINUM CAP LS# 19598 IN PLACE; THENCE S01'09'1 0"E A DISTANCE OF 2491.24
FEET TO THE POINT OF BEGINNING; THENCE S01 °09' I 0 "E, ALONG THE EAST
BOUNDARY LINE OF SAID SECTION 28 A DISTANCE OF 41.66 FEET TO A POINT ON
THE EASTERLY RIGHT -OF -WAY OF HIGHWAY 82; THENCE LEAVING SAID
EASTERLY LINE ALONG SAID EASTERLY RIGHT -OF -WAY THE FOLLOWING
THIRTEEN (13) COURSES:
1) N33 °50'34 "W A DISTANCE OF 73.92 FEET
2) N37 0 30'52 "W A DISTANCE OF 107.50 FEET
3) N41 0 49'36 "W A DISTANCE OF 150.28 FEET
4) NI 4 A DISTANCE OF 57.37 FEET
5) N59 0 53'38 "W A DISTANCE OF 200.79 FEET
6) N44 0 31'10 "W A DISTANCE OF 322.55 FEET
7) N40 0 58'50 "W A DISTANCE OF 160.07 FEET
8) N28 0 50'23 "W A DISTANCE OF 381.95 FEET
9) NI 9 A DISTANCE OF 441.70 FEET
10) N24 0'22"E A DISTANCE OF 21.59 FEET
11) N20 0 38'37 "W A DISTANCE OF 192.70 FEET
12) N71 °28'11 "W A DISTANCE OF 44.32 FEET
13) N31 °25'19 "W A DISTANCE OF 112.79 FEET; THENCE LEAVING SAID RIGHT -OF-
WAY N88 0 50'04 "E A DISTANCE OF 26.05 FEET; THENCE S31'25'1 9"E A DISTANCE OF
91.47 FEET; THENCE S71 °28'1 I "E A DISTANCE OF 46.81 FEET; THENCE S20 0 38'37 "E A
DISTANCE OF 212.67 FEET; THENCE S24 °10'22 "W A DISTANCE OF 21.84 FEET;
THENCE S19 0 34'08 "E A DISTANCE OF 430.84 FEET; THENCE S28 °50'23 "E A
DISTANCE OF 377.73 FEET; THENCE S40 °58'50 "E A DISTANCE OF 156.98 FEET;
THENCE S44 0 31'10 "E A DISTANCE OF 318.82 FEET; THENCE S59 °53'38 "E A
DISTANCE OF 207.11 FEET; THENCE S14 °43'39 "E A DISTANCE OF 61.31 FEET;
THENCE S41 0 49'36 "E A DISTANCE OF 145.70 FEET; THENCE S37 0 30'52 "E A
DISTANCE OF 109.07 FEET; THENCE S33 °50'34 "E A DISTANCE OF 39.58 FEET TO THE
POINT OF BEGINNING. SAID PARCEL CONTAINING 1.159 ACRES, MORE OR LESS.
Lf
PARCEL F
A PARCEL OF LAND SITUATED IN THE El/2 SECTION 3, TOWNSHIP 10 SOUTH,
RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE
OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 3, A 3 1/4" BLM
BRASS CAP FOUND IN PLACE; THENCE S71 °40'00 "W A DISTANCE OF 912.38 FEET
TO THE POINT OF BEGINNING; THENCE S03 °52'13 "W A DISTANCE OF 129.06 FEET;
THENCE S19 0 55'35 "E A DISTANCE OF 266.69 FEET; THENCE S69 °36'12 "W A
DISTANCE OF 623.09 FEET; THENCE N11 °51'57 "W A DISTANCE OF 947.30 FEET;
THENCE S63 0 27'26 "W A DISTANCE OF 100.42 FEET; THENCE NO2 °51'09 "W A
DISTANCE OF 343.99 FEET; THENCE N32 °08'09 "E A DISTANCE OF 84.69 FEET;
THENCE S31 0 43'51 "E A DISTANCE OF 10.24 FEET; THENCE S21 °28'51 "E A
DISTANCE OF 114.67 FEET; THENCE S29 °42'41 "E A DISTANCE OF 160.24 FEET;
THENCE S42 0 26'51 "E A DISTANCE OF 68.03 FEET; THENCE S75 0 31'51 "E A DISTANCE
OF 15.15 FEET; THENCE S63 °33'21 "W A DISTANCE OF 27.22 FEET; THENCE
S75 0 33'00 "E A DISTANCE OF 77.84 FEET; THENCE S67 °55'00 "E A DISTANCE OF 44.38
FEET; THENCE S54° 19'00 "E A DISTANCE OF 589.75 FEET TO THE POINT OF
BEGINNING: SAID PARCEL CONTAINING 11.362 ACRES, MORE OR LESS.
(t
II�IIIIINIIIIIII�IIIIIIIIIIIIIIIIIINIIINiII IIII 471
12 �2:48P
SILVIA DAVIS PITKIN COUNTY CO A 71.00 D 0.00
EXHIBIT "A" _ . O D
PROJECT NUMBER: NH 0821 -051 UNIT I rM CL-
PARCEL NUMBER: 112 -C
Project Code: 12269
Date: January 31, 2000
DESCRIPTION
A tractor parcel of land No. 112.0 of the Deparunent cf Transportation, State of Colorado, Project
No. NH 0 821 -051 Unit I and for the Board of County Conunissioners of Piddn County, Colorado, Containing
6.020 acres more or less, being a pan of a parcel of land described in deed recorded November 9, 1979 in
Book 379, Page 107 in the records of Pitkin County, in the Southeast Quarter of Section 3, Township 10
South, Range 85 West of the Sixth Principal Meridian, in Pitkin County, Colorado, said tract orparcel being
more particularly described as follows:
BEGINNING at a F ! - r.. :.hiZh ;he Scc:heast -Crn_r C!sc:? 5e c:ion 3 bears South 15.29' 27
East, a distance of 1606.20 feet;
I. Thence South 42' 18' 54" West, a distance of 189.49 feet;
2 � 1 Thence South 59' 32'30" West, a distance of 378.61 feet;
3 • Thence North 78 50'02" West, a distance of 23957 feet;
4• Thence North 45' 43'24" West, a distance of 1 17.45 feet,
5 • Thence North 24° 00' 55" West, a distance of 326.24 feet, CO a point oo the Northerly line
of said parcel of land described in deed recorded in Book 379, Page 107;
6. Thence along said Northerly line, South 88" 54' 35' East, a distance of 85833 feet;
7• Thence South 31' 24'37" East, a distance of 91.42 feet to the POINT OF BEGINMNG.
The above described parcel contains 262,220 square feet (6.020 acres), more or less.
BASIS OF BEARING: South 89' 12'Z5* East, 2703.97 feet, along the North line of the Northeast
Quarter of Section 3, Township 10 South, Range 85 West, of the Sixth Principal Meridian. The North
Quarter corner of Section 3 being a 2.5" G.L.O. Brass cap, The Northeast corner of Section 3 being a 25"
Brass cap, LS 9184, 1994.
Ota „ r� ry.
PREPARED BY: ?'Qu,.••
Gary Leak PLS 26600
AFTER RECORDING PLEASE M� ! rrj ,= QO '•.,
Coloradn Department of Transpoitatiok��; tc
MK Centennial 4201 E. Arkansas Ave., 4th Floo _°,
P.O. Drawer 1307 Denver, CO r;: ? a j /ZJoo
Arvada. CO $0001 ATTENTION ,;1t of Way S
l e
' r
ON
Garter. - Burgess
071056.100.1.1000
May 8, 2003
PROPERTY DESCRIPTION
PARCEL N -IA
707 1716 Street, SuBe 23DD
Damn, Ce7aado 9D2024JD4
Phone. 303.820.5240
Fax; =1201102
wvw.ch.com
A parcel of land lying in the East Half of Section 3, Township 10 South, Range-85 West of the 6
Principal Meridian, more particularly described as follows:
QOMMENCING at the East Quarter comer of Said Section 3, (a 3 %I' brass cap stamped "US
Cadastral Survey -BLM I954')
WHENCE the Center Quarter Comer of said Section 3 (a 2 W' aluminum cap stamped "D.B.&
CO — PLS 27936 ") bears S89 1 55'55 "W a distance of 2551.79 feet, and
THENCE S80 ° 48'30 "W a distance of 1521.55 feet to a point on the westerly line of a
parcel of land described at Reception No. 452307 recorded in the Pitkin County Clerk
and Recorder's Office, being the POINT OF BEGINNING
THENCE S69 °3842 "W a distance of 278.40 feet to a point on the easterly line of Parcel 109 -A
as described in CDOT Project No. NH 0821- 051 -051 Unit 1, dated 01- 14 -00, and recorded at
Reception No. 471108 in said Pitkin County Clerk and Recorder's Office;
THENCE along said easterly line of Parcel 109 -A the following five (5) courses:
(1) NI7 °12'33 "W a distance of 133.50 feet;
(2) N07'2432 "W a distance of 247.72 feet;
(3)1402 °59'25 "W a distance of 392.93 feet;
(4) Nl1 *02'21"W a distance of 154.45 feet;
(5) N15 "W a distance of 237.13 feet;
THENCE N48' 19'05 "E a distance of 17.95 feet to the southwesterly line of a parcel of land
described in Book 335 at Page 380, recorded in said Piddn County Clerk and Recorder's Office;
THENCE along said southwesterly line the following three (3) courses;
(1) S4I *40'55 "E a distance of 52.61 feet;
(2) 544'03'55 "E a distance of 238.86 feet;
(3) 531 "E'a distance of 215.91 feet to a point of intersection of said soutwesterly line and
the extension of the northwesterly line of a parcel of land described in Book 514 at Page 51,
recorded in said Pitkin County Clerk and Recorder's Office•,
THENCE along said northwesterly line 532'05'29 "W a distance of 95.56 feet;
THENCE along the westerly line of said Book 514, Page 51 S03'04'3l"E a distance of 220.06
feet to the northwest comer of a parcel described in Book 332 at Page 381 recorded in said Pitkin
County Clerk and Recorder's Office;
THENCE along the westerly line of said Book 332, Page 381 S03'04'1 8"F a distance of 123.8I
feet;
THENCE along the southerly line of said Book 332, Page 381 N63'3 0'29"B a distance of 98.67
feet to the nodhwest comer of said parcel described at Reception No. 452307;
THENCE along the westerly line of said Parcel S 11'56'32 "E a distance of 292.59 feet to the
POINT OF BEGINNING.
Containing 219,351 square feet, (5.036 Acres), more or less.
ilillll !8
page: 3 of 7
07 / 0 0a 4,13P
6
SILVIA DAVIS PIrKrN COUNTY CO R 0,
Carta a Borgia, Inc. Cerler & Bergen Archileds /Engiman, kx. Coder a Bingen Comohanh, me C&B Architx41En9in en Inc.
C &B Arxhilech/Erglneen, P.C. CBB Nevada, Inc Nixon & laird Ambilacls/Engineen, PC
1�
M
Page 2 of 2 Parcel NI -A
The Basis of Bearing for this description is the centerline of Runway 15133 of the Piticin County
Airport. Said centerline bears South 20°21'56" East (assumed), a distance of 7004,59 feet Said
centerline is moauruented on the south end by a 2.5" aluminum cap at station 80+18.00 and
monumented by a 2.5" aluminum cap at Station 10+13.43 on the north.
�`�mti - 'YiG�
Date:
Job No. I
For and on
Carter & B
I lllill lilil ililll llllll 111 lllill llllil 111 lllN lll11111 512 005 04:13P 0 0.00
Carter 6 Burgers, 4¢. Curler d Burgess ArAhZ /Engireen, Inc. Curter A Bergen C"su", Inc. CBS Arehitedr /Engineers, Int
CB.B Arcbgec% /Enginxn, RC CLB Nemde, Inc Mumn 6lnird Archileds /Enginem, P.C',
Carters - Burgess
071056.100.1.1000
May 8, 2003
PROPERTY DESCRIPTION
PARCELN -1E
707 771h Street, Svik 2300
Den r, Cobm i, 80202-34Dd
1'.. 303.82D.5240
f. 30,820.24D2
w x -b.com
A parcel of land lying in the Southeast Quarter of Section 3, Township 10 South, Range 85 West
of the a Principal Meridian, being more particularly described as follows:
COMMENCING at the East Quarter corner of Said Section 3, (a 3 '/." brass cap stamped "US
Cadastral Survey -BLM 1954 ")
WHENCE the Center Quarter Cotner of said Section 3 (a 2'h" aluminum cap stamped "D.B.&
CO — PIS 27936") bears S89 0 55'55 "W a distance of 2551.79 feet, and
THENCE S80 0 48'30 "W a distance of 1521.55 feet to a point on the westerly line of a parcel of
land described at Reception No. 452307, recorded in the Pitkin County Clerk and Recorder's
Office, being the POINT OF BEGINNING,
THENCE along the westerly line of said Parcel, Sl 1°56'32 "E a distance of 654.78 feet to the
southwest corner of said Reception No. 452307;
THENCE along the southerly line of said Reception ) 452307 N69n31'37 "E a distance of
635.69 feet to a point on the westerly line of Parcel 109 as described in CDOT Project No. NH
0821- 051 -051 Uait 1, dated 01 -14 -00 and recorded at Reception No. 471108 in the Pitkin County
Clerk and Recorder's Office;
THENCE along said westerly line of Parcel 109 the following two (2) courses;
(1) S 19 °57'05 "E a distance of 288.06 feet;
(2) S32 °16'36 "E a distance of 141.15 feet to a point of intersection' of said westerly lime of Parcel
109 and the northerly line of Parcel 112 -C as described in CDOT Project No. NHO821 -051 Unit
1, dated 01 -0 1 -00 and recorded at Reception No. 471970 in the Pitkin County Clerk and
Recorder's Office;
THENCE along said northerly line of Parcel 112 -C N89 °46'20 "W a distance of 858.55 feet to the
intersection of said northerly line of Parcel 112 -C and the northeasterly line of Parcel 109 -A as
described in CDOT Project No. NH 0821 -051 -051 Unit 1, dated 12 -02 -00 and reoorded at
Reception No. 471108 in the Pitkin County Clerk and Recorder's Office;
THENCE the following three (3) courses along said northeasterly line of Parcel 109 -A;
(1) N22'5253 "W a distance of 465.06 feet;
(2) N35 °37'15 "W a distance of 120.14 feet;
(3) N17 °12'33 "W a distance of 190.53 feet;
THENCEN69 °38'42 "E a distance of 278.40 feet to the POINT OF BEGINNING.
Containing 350,708 square feet, (8.051 Acres), more or less.
dBl�ll�l�'�ININg6'�IC11
512051
Page: 5 of 7
07/05/2005 04:13P
SILVIA DAVIS PITKIN COUNTY CO R 0.00
D 0.00
Cor1" B Bvrgasq Inc. Carter 4 Burger Archgech /Engineers, Inc. Curler a BmgNt Conwllanit, Inc. Cab Ar�lleclr/Engineen, Inc.
CBa fvehimdt(Engirwe", P.C. CdB Nawda, Inc Ninon a bird ArailecB /fnginenn, P,C.
1�
Page 2 of 2 Pa=I NIB
The Basis of Bearing for this description is the centerline of Runway 15133 of the Pitkin County
Airport Said centerline bears South 20 °21'56° East (assumed), a distance of 7004.59 feet Said
centerline is monumented on the south end by a 2.5" aluminum cap at station 80+18.00 and
monumented by a 2.5" aluminum cap at Station 10 +13.43 on the north.
Date: e-% 8—
Job No. O� Ol.
Po and on � o
Carter & Buri efi
07 5120
0 00
Page: 4: 13P
SILVIA DAVIS PITKIN COUNTY CO 0
Carter & Burgeat, ItK Cvrtor 6 Bvrgm McAiieds /Erylneen, Inc. Curter d Burgsss Coissofinnls, Me. C&B Rrzfifleds /Engineers, Ine.
C &B prdilecA /ErgVnem, F.0 C &8 Newdo, Inc N.on & Inin& Archhetls /Engineery P.C.
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PITKIN COUNTY AIRPORT St„
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1 1 1 1 1 ,11 � PARCELS N —)A'k N —N-113 I a�� �Cartet.rBurgess
A EXHIBIT I ' 7D7 nu, 8p t 1 t St< 2300
,
SEC S, TIOS, Ra5W, 6)h P.M. i 1 {30i)`'ezo - o {ao3) azo-avx
OLD OWL CREEK ROAD PARCEL
A PARCEL OF LAND SITUATED IN THE El /2 OF SECTION 3, TOWNSHIP 10
SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF
PITKIN, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 3, A 3-
1/4" BLM BRASS CAP FOUND IN PLACE; THENCE S71 °55'23 "W A DISTANCE
OF 906.93 FEET TO THE POINT OF BEGINNING; THENCE N54° I9'00 "W A
DISTANCE OF 582.66 FEET; THENCE N67 °55'00 "W A DISTANCE OF 44.38 FEET;
THENCE N75 0 33'00 "W A DISTANCE OF 77.84 FEET; THENCE N63 °33'21 "E A
DISTANCE OF 27.24 FEET; THENCE S75 °33'57 "E A DISTANCE OF 59.67 FEET;
THENCE S67 0 55'57 "E A DISTANCE OF 50.95 FEET; THENCE S54 °19'57 "E A
DISTANCE OF 568.54 FEET; THENCE S03 °50'57 "W A DISTANCE OF 22.63 FEET
TO THE POINT OF BEGINNING, SAID PARCEL OF LAND CONTAINS 13,109
SQUARE FEET MORE OR LESS.
9 /-