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GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST
DISCOVER 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.
40
IMPROVEMENT & TOPOGRAPHIC SURVEY PLAT
A TRACT OF LAND SITUATED IN THE SWl/4 OF SECTION 11, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M.
CITY OF ASPEN. COUNTY OF PITKIN, STATE OF COLORADO
A TRACT OF LAND IN THE SW1/4 OF SECTION 1, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL
MERIDIAN, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO, SAID TRACT BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT WHENCE THE QUARTER CORNER BETWEEN SECTIONS 11 AND 12, TOWNSHIP 10 SOUTH,
RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN OF THE KIMBERLY SURVEY BEARS S14020'00"W 2498.00 FEET;
THENCE S85015'00 FEET 1085.00 FEET; THENCE N06°30'00"E 98.00 FEET TO THE POINT OF TRUE BEGINNING; THENCE
N85°15'00"W 167.00 FEET; THENCE N06°30'00"E 104.00 FEET; THENCE S85'1 5'00"E 167.00 FEET; THENCE S06°30'00"W
104.00 FEET TO THE POINT OF TRUE BEGINNING.
TOGETHER WITH A RIGHT-OF-WAY OVER A ROAD TWELVE FEET WIDE LYING IMMEDIATELY SOUTH OF A LINE
BEGINNING AT A POINT WHENCE THE NORTHWEST CORNER OF THE ABOVE DESCRIBED LAND BEARS S0603010011W
228.00 FEET; THENCE N89°30'00"W 270.00 FEET; THENCE S76°30'00"W 230.00 FEET; THENCE N67°30'00"W 460.00 FEET;
THENCE S47°00'00"W 170.00 FEET TO THE COUNTY ROAD.
ALSO A RIGHT-OF-WAY OVER A ROAD TWELVE FEET WIDE LYING IMMEDIATELY WEST OF A LINE BEGINNING AT
A POINT WHENCE THE NORTHWEST CORNER OF THE ABOVE DESCRIBED LAND BEARS S06°30'00"W 216.00 FEET;
THENCE S06°30'00"W 320.00 FEET.
AN UNDIVIDED ONE-QUARTER INTEREST IN AND TO A TRACT OF LAND IN THE SW 1/4 OF SECTION 11, TOWNSHIP 10
SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF
COLORADO, SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT WHENCE THE QUARTER CORNER BETWEEN SECTIONS 11 AND 12, SAID TOWNSHIP 10
SOUTH, RANGE 85 WEST, OF THE KIMBERLY SURVEY BEARS S14°20'00"W 2498.00 FEET; THENCE S85°15'00"E 1085.00
FEET; THENCE N06°30'00"E 390.00 FEET TO THE POINT OF TRUE BEGINNING; THENCE N89°30100"W 15.00 FEET;
THENCE N06030'00"E 28.00 FEET; THENCE S89°30'00"E 15.00 FEET; THENCE S06°30'00"W 28.00 FEET TO THE POINT OF
TRUE BEGINNING,
ALSO A TRACT OF LAND DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF THE ABOVE DESCRIBED TRACT; THENCE N06°30'00"E 12.00 FEET;
THENCE N89°30'00"W 179.00 FEET; THENCE S06°30'00"W 320.00 FEET; THENCE S85°15'00"E 12.00 FEET; THENCE
N06030'00"E 308.00 FEET; THENCE S89°30'00"E 167.00 FEET TO THE POINT OF BEGINNING, BEING A STRIP OF LAND TO
BE USED AS A ROAD BY THE PROPERTY OWNERS ADJACENT TO SAID STRIP LYING TO THE SOUTH AND EAST
THEREOF.
3.
3UB.
CEMETERY LN. @
TREE CHART
SILVER KING DR.
M h
TREE
TYPE TRUNK DIA.
DRIP DIA.
I
DECIDUOUS
12"
12'
2
2 -DECIDUOUS
8"
8'
3
DECIDUOUS
14"
14'
4
DECIDUOUS
4"
4'
5
4 -DECIDUOUS
4"
4'
6
DECIDUOUS
24"
25'
7
DECIDUOUS
14"
15'
8
DECIDUOUS
12"
12'
9
DECIDUOUS
24"
25'
10
DECIDUOUS
36"
20'
11
DECIDUOUS
8"
8'
12
DECIDUOUS
12"
12'
13
2 -DECIDUOUS
8"
8'
NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST
DISCOVER 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.
40
IMPROVEMENT & TOPOGRAPHIC SURVEY PLAT
A TRACT OF LAND SITUATED IN THE SWl/4 OF SECTION 11, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M.
CITY OF ASPEN. COUNTY OF PITKIN, STATE OF COLORADO
A TRACT OF LAND IN THE SW1/4 OF SECTION 1, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL
MERIDIAN, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO, SAID TRACT BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT WHENCE THE QUARTER CORNER BETWEEN SECTIONS 11 AND 12, TOWNSHIP 10 SOUTH,
RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN OF THE KIMBERLY SURVEY BEARS S14020'00"W 2498.00 FEET;
THENCE S85015'00 FEET 1085.00 FEET; THENCE N06°30'00"E 98.00 FEET TO THE POINT OF TRUE BEGINNING; THENCE
N85°15'00"W 167.00 FEET; THENCE N06°30'00"E 104.00 FEET; THENCE S85'1 5'00"E 167.00 FEET; THENCE S06°30'00"W
104.00 FEET TO THE POINT OF TRUE BEGINNING.
TOGETHER WITH A RIGHT-OF-WAY OVER A ROAD TWELVE FEET WIDE LYING IMMEDIATELY SOUTH OF A LINE
BEGINNING AT A POINT WHENCE THE NORTHWEST CORNER OF THE ABOVE DESCRIBED LAND BEARS S0603010011W
228.00 FEET; THENCE N89°30'00"W 270.00 FEET; THENCE S76°30'00"W 230.00 FEET; THENCE N67°30'00"W 460.00 FEET;
THENCE S47°00'00"W 170.00 FEET TO THE COUNTY ROAD.
ALSO A RIGHT-OF-WAY OVER A ROAD TWELVE FEET WIDE LYING IMMEDIATELY WEST OF A LINE BEGINNING AT
A POINT WHENCE THE NORTHWEST CORNER OF THE ABOVE DESCRIBED LAND BEARS S06°30'00"W 216.00 FEET;
THENCE S06°30'00"W 320.00 FEET.
AN UNDIVIDED ONE-QUARTER INTEREST IN AND TO A TRACT OF LAND IN THE SW 1/4 OF SECTION 11, TOWNSHIP 10
SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, CITY OF ASPEN, COUNTY OF PITKIN, STATE OF
COLORADO, SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT WHENCE THE QUARTER CORNER BETWEEN SECTIONS 11 AND 12, SAID TOWNSHIP 10
SOUTH, RANGE 85 WEST, OF THE KIMBERLY SURVEY BEARS S14°20'00"W 2498.00 FEET; THENCE S85°15'00"E 1085.00
FEET; THENCE N06°30'00"E 390.00 FEET TO THE POINT OF TRUE BEGINNING; THENCE N89°30100"W 15.00 FEET;
THENCE N06030'00"E 28.00 FEET; THENCE S89°30'00"E 15.00 FEET; THENCE S06°30'00"W 28.00 FEET TO THE POINT OF
TRUE BEGINNING,
ALSO A TRACT OF LAND DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF THE ABOVE DESCRIBED TRACT; THENCE N06°30'00"E 12.00 FEET;
THENCE N89°30'00"W 179.00 FEET; THENCE S06°30'00"W 320.00 FEET; THENCE S85°15'00"E 12.00 FEET; THENCE
N06030'00"E 308.00 FEET; THENCE S89°30'00"E 167.00 FEET TO THE POINT OF BEGINNING, BEING A STRIP OF LAND TO
BE USED AS A ROAD BY THE PROPERTY OWNERS ADJACENT TO SAID STRIP LYING TO THE SOUTH AND EAST
THEREOF.
3.
3UB.
CEMETERY LN. @
e -
SILVER KING DR.
M h
o �
QM
CIO
COA GPS #10
CEMETERY ENT. @
CEMETERY LN.
G\N\99p Z - - - -
PUMP HOUSE
TRACT
Ia DESCRIBED
qh IN REC. NO.
e 609903 PT. 3
i
lolz° r'
LTRACT
ETAILESCRIBED C. NO.3 PT. I
1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING
SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN
THE TITLE COMMITMENT PREPARED BY TITLE COMPANY OF THE ROCKIES, COMMITMENT NO
0703773-C8 DATED EFFECTIVE APRIL 30, 2014.
2) THE DATE OF THIS SURVEY WAS MAY 28, 2014
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N85°15'00"W BETWEEN THE
SOUTHEASTERLY CORNER, A #5 REBAR & CAP L.S. #15710 FOUND IN PLACE AND THE
SOUTHWESTERLY CORNER, A #4 REBAR AND CAP L.S. # ILLEGIBLE FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
5) THIS SURVEY IS BASED ON THE GENERAL WARRANTY DEED RECORDED APRIL 30, 2014 AS
RECEPTION NO. 609903 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS
FOUND IN PLACE.
6) ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE MESA COUNTY RTVRN
NETWORK (1988 ORTHO DATUM) YIELDING AN ON-SITE ELEVATION OF 7836.37' ON A THE
NORTHWESTERLY CORNER AS SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT.
7) THE SUBJECT PROPERTY IS ZONED R-15 ACCORDING TO THE CITY OF ASPEN LAND USE
REGULATIONS PART 700, CHAPTER 26.710.50.D.4-6. SETBACKS ARE LISTED AS FRONT YARD
SETBACKS FOR RESIDENTIAL DWELLINGS 25', ACCESSORY BUILDINGS 30', REAR YARD
SETBACKS FOR PRINCIPAL BUILDINGS 10', ACCESSORY BUILDINGS 5' AND SIDE YARD SETBACK
10'. BUILDING SETBACKS SHOULD BE VERIFIED WITH COMMUNITY DEVELOPMENT PRIOR TO
ANY DESIGN OR CONSTRUCTION.
PEAK
Surveying, Inc.
P.O. Box 1746 - Rifle, CO 81650
Phone (970) 625-1954 - Fax (970) 579-7150
www.peaksurveyinginc.com
Drawn By:
JRN
Checked By:
JRN
JUNE 6, 2014
036.DWG
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET )
1 inch = 100 ft.
........ ............. ........... .... ............ .... .
I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY PEAK SURVEYING, INC.
FOR JAMES P. FARREY AND KRISTIN N. FARREY
I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE,
MAY 28, 2014, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE
PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED
PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT
THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY
PART OF SAID PARCEL, EXCEPT AS NOTED. I FURTHER STATE THAT I HAVE EXAMINED THE TITLE
COMMITMENT PREPARED BY TITLE COMPANY OF THE ROCKIES, COMMITMENT NO. 0703773-C8
DATED EFFECTIVE APRIL 30, 2014 AND FIND ALL EXCEPTIONS TO TITLE THAT AFFECT THE
SUBJECT PROPERTY ARE SHOWN HEREON TO THE BEST OF MY KNOWLEDGE AND BELIEF.
BY:
f4 Q SON' . VUL, P.L O'- 379
3793
cz)
e-'- 07/18/14
NO. Date Rt -.vision
1 07/18/14 UPDATE SURVEY - REMOVE 12' ACCESS
EASEMENT VACATED
JRN JAMES P. FARREY & KRISTIN N. FARREY
CITY OF ASPEN, COLORADO
IMPROVEMENT & TOPO SURVEY
SW1/4 SEC. 11, TIOS, R85W
1235 MOUNTAIN VIEW DRIVE
Project NO.
14036
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