HomeMy WebLinkAboutFile Documents.931 Gibson Ave.0091-2022-BCHO (15)X
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'
∆=7°42'27"
R=295.57'
L=39.76'
ChB=N59°03'28"W
ChL=39.73'
N 3
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5
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9
'
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'
GRAVEL
DRIVEWAY
CONCRETE
DRIVEWAY
AD
J
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#5 REBAR & CAP
L.S. #16129
TBM EL=7933.87'
CATV PED.
BOULDER
BOULDER
WALL
TIE
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TWO STORY WOOD
FRAME HOUSE
WITH BASEMENT
931 GIBSON AVENUE
WINDOW
WELL
WINDOW
WELL
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)
FENCE
(TYP.)
FENCE
(TYP.)
FENCE
PK NAIL
& SHINER
L.S. #37972
CONC.
WALL
CONCRETE
DRIVEWAY
SH
E
D
GI
B
S
O
N
A
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PARCEL 1
BK 513 PG 942
15,497 S.F.±
#5 REBAR & CAP
L.S. #37972
1" IRON BAR
#5REBAR
#5REBAR
TELE.
PED.
ELEC.
METER
GAS
METER
GASLINE
BOULDER
RET. WALL
STONE WALL
CONCRETE
CURB & GUTTER
GRAVEL
PARKING
C.O.A. GPS
Q-159
N89°10'36"W
1612.08'
C.O.A. GPS
MONUMENT #4
S3
1
°
1
3
'
1
9
"
W
78
9
.
8
8
'
PARCEL 2
BK 513 PG 942
QUIT CLAIM DEED
BK 758 PG 230
LOT A
NO PROBLEM JOE
LOT B
NO PROBLEM JOE
BEATON
BECK
MAPLE
F.F.
EL=7939.65'
F.F.
EL=7930.40'
RIDGE
EL=7960.5'
10'
25
'
10
'
10
'
BU
I
L
D
I
N
G
S
E
T
B
A
C
K
P
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1
5
A
BU
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D
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T
B
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K
P
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R
R
-
1
5
A
BU
I
L
D
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N
G
S
E
T
B
A
C
K
P
E
R
R
-
1
5
A
STONE
WALK
RIDGE
EL=7962.0'
7
9
3
3
7937
7936
7938
7935
7934
7
9
3
3
7
9
3
4
79
3
2
79
3
3
7
9
3
2
7
9
3
2
79
3
4
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
OSW
WATER
SERVICE
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SE
W
E
R
S
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R
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EX
-
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X
-
U
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CT
V
CT
V
CT
V
CABLE TV LINE
ELECTRIC
LINE
TELEPHONE
LINE
WATERLINE
SEWER
MANHOLE
T1
T2T3
T4
T5
T6T7
T8
T9
T10
T11
T12
T13
T14T15T16
T17
T18
T19
T21
T22
T23
T25
T26
T42
T43T44
T45
T47 T48
T49
T50
T51
T52
T53
T54
T56
T57
T58
T60
T62
T64
T65
T66
T67
T68
SLOPE TABLE
NUMBER
1
2
3
MIN. SLOPE
0.000%
20.000%
30.000%
MAX. SLOPE
20.000%
30.000%
2000.000%
COLOR
SLOPES EXISTING FROM 20% AND ABOVE ARE POSSIBLY MANMADE
10' HOLY CROSS ELECTRIC
EASEMENT PER BK 304 PG 658
ELEC.
TRANS.
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
E
X
-
U
E
E
X
-
U
E
EX-UE
EX-UE
ELECTRIC
LINE
ELECTRIC
LINE
T80
T76
T77
T71
T72
T70
D
DRYWELL
RIM EL=7931.63'
TOP PLY
EL=7932.87'
TOP CONC.
EL=7933.07'
RIDGE
EL=7962.52'
F.F. SLAB
EL=7921.09'
25.
0
0
'
50
.
0
0
'
25.
0
0
'
50
.
0
0
'
16
.
9
0
'
6.7
0
'
3.3
0
'
16
.
9
0
'
25.
0
0
'
50
.
0
0
'
25.
0
0
'
50
.
0
0
'
15.
0
0
'
33
.
1
0
'
33
.
1
0
'
TWO STORY WOOD
FRAME HOUSE
WITH BASEMENT
30.
1
'
34
.
6
'
17
.
6
'
31.
2
'
PK NAIL
2.50' W.C.
SLOPE TABLE
NUMBER
1
2
3
MIN. SLOPE
0.000%
20.000%
30.000%
MAX. SLOPE
20.000%
30.000%
2000.000%
COLOR AREA
14983.66
271.78
241.56
SLOPES EXISTING FROM 20% AND ABOVE ARE POSSIBLY MANMADE
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.
ByNO.Date Project NO.RevisionDrawn By:
Checked By:
Date:
Computer File:
P.O. Box 1746
Rifle, CO 81650
Phone (970) 625-1954
Fax (970) 579-7150
www.peaksurveyinginc.com
S
NW
E
P e a k Su r v ey i ng, Inc.
Sinc e 2 0 0 7
17034
1 OF 1
BMH INVESTMENTS, LTD.
CITY OF ASPEN, COLORADO
IMPROVEMENT & TOPO SURVEY
SIT. IN SE1/4 SEC.7, T10S, R84W
931 GIBSON AVENUE
JRN
JRN
AUGUST 28, 2017
034.DWG
IMPROVEMENT SURVEY PLAT & TOPOGRAPHIC SURVEY
A PARCEL OF LAND SITUATED IN THE SE1/4 OF SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO
PROPERTY DESCRIPTION
PARCEL 1:
A PARCEL OF LAND SITUATED IN THE SE1/4 OF SECTION 7, TOWNSHIP 10 SOUTH, RANGE 84
WEST OF THE SIXTH PRINCIPAL MERIDIAN, BEING MORE FULLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT WHENCE CORNER NO. 11 OF THE EAST ASPEN ADDITIONAL
TOWNSITE BEARS S54°52'17"E 58.10 FEET; THENCE S34°54'00"W 46.63 FEET TO THE TRUE POINT
OF BEGINNING; THENCE N63°58'00"W 185.12 FEET; THENCE S15°30'00"W 88.60 FEET; THENCE
S63°54'00"E 155.54 FEET; THENCE N34°45'00"E 88.30 FEET TO THE POINT OF BEGINNING.
EXCEPTING THOSE PORTIONS WHICH LIE WITHIN THE BOUNDARIES OF DEEDS RECORDED
FEBRUARY 6, 1970 IN BOOK 246 AT PAGE 672 “CANDREIA PARCEL” AND RECORDED APRIL 12,
1982 IN BOOK 424 AT PAGE 966 “ZUPANCIS PARCEL”.
ALSO EXCEPTING THAT PORTION AS DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST
11, 1994 IN BOOK 758 AT PAGE 230.
PARCEL 2:
A TRACT OF LAND SITUATED IN THE SUNSET LODE, U.S.M.S. NO. 5310, BEING MORE FULLY
DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE EASTERLY SIDE LINE OF SAID SUNSET LODE WHENCE
CORNER NO. 10 OF EAST ASPEN ADDITIONAL TOWNSITE BEARS N34°45'00"E 46.63 FEET;
THENCE N63°58'00"W 185.12 FEET TO A POINT ON THE WESTERLY SIDE LINE OF SAID LODE;
THENCE FOLLOWING SAID WESTERLY SIDE LINE N15°30'0"E 17.03 FEET; THENCE S62°54'41"E
150.27 FEET; THENCE 39.76 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A
RADIUS OF 295.57 FEET TO A POINT ON SAID EASTERLY SIDE; THENCE FOLLOWING SAID
EASTERLY SIDE LINE S34°45'00"W 10.70 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH ANY PROPERTY LYING NORTHERLY OF THE ABOVE DESCRIBED PROPERTY
AND THE SOUTHERLY LINE OF GIBSON AVENUE.
EXCEPTING THAT PORTION AS DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST 11, 1994
IN BOOK 758 AT PAGE 230.
COUNTY OF PITKIN
STATE OF COLORADO
NOTES:
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 ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN,
LLC., AS AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NO.
21004770, DATED EFFECTIVE APRIL 26, 2021.
2) THE DATE OF THIS FIELD SURVEY WAS JUNE 16, 2017, JANUARY 17, APRIL 18, JUNE 03, 2019
AND MAY 20, 2021.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N29°17'09"E BETWEEN THE
SOUTHWESTERLY CORNER OF THE SUBJECT PROPERTY, A PK NAIL AND SHINER IN CONCRETE
L.S. #37972 FOUND IN PLACE AND THE NORTHWESTERLY CORNER OF SAID SUBJECT PROPERTY,
A #5 REBAR & CAP L.S. #37972 FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
5) THIS SURVEY IS BASED ON THE BOOK 513 PAGE 942, BOOK 513 PAGE 945 RECORDED IN THE
PITKIN COUNTY CLERK AND RECORDER'S OFFICE, AN IMPROVEMENT SURVEY PREPARED BY
ROCKY MOUNTAIN SURVEYING DATED AUGUST 2015, FILE NO. 15530 AND CORNERS FOUND IN
PLACE.
6) THIS SURVEY IS BASED ON FOUND CORNERS AND THE ABOVE MENTIONED SURVEY
PREPARED BY ROCKY MOUNTAIN SURVEYING. IT DOES NOT CONSTITUTE A TITLE SEARCH BY
PSI. ACCORDING TO THE WESTERLY ADJOINING OWNER THE CORNERS ESTABLISHED ARE NOT
WHAT HE REMEMBERS AND HE BELIEVES THE BOUNDARY IS ALONG THE WIRE FENCE
ESTABLISHED BY SAID ADJOINER. PSI HAS CONVEYED THIS INFORMATION TO THE OWNER OF
THE SUBJECT PROPERTY.
7) AT THE TIME OF THE MAY 20, 2021 FIELD SURVEY THE SUBJECT PROPERTY WAS UNDER
CONSTRUCTION.
N
E
S
W
0
30
60
90
120
150
180
210
240
270
300
330
P
e
a
k
S u r v e y i n
g
,
I
n
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.
010 10 20 405
SUBJECT
PROPERTY
VICINITY MAP
SCALE: 1" = 2000'
COL O R A D O L I CE
N
S
E
D
P
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O
F
E
SSIONAL L A N D S U RVEYO
R
JAS O N R . N
E
I
L
37935
IMPROVEMENT SURVEY STATEMENT
I, JASON R. NEIL, HEREBY CERTIFY TO BHM INVESTMENTS, LTD., A TEXAS LIMITED
PARTNERSHIP AND THE ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, LLC., AS AGENT
FOR FIRST AMERICAN TITLE INSURANCE COMPANY; THAT I AM A PROFESSIONAL LAND
SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO; THAT THIS
IMPROVEMENT SURVEY PLAT IS TRUE, CORRECT AND COMPLETE BASED ON MY KNOWLEDGE,
INFORMATION AND BELIEF AS LAID OUT AND SHOWN HEREON; THAT THIS IMPROVEMENT
SURVEY PLAT WAS MADE BY ME FROM AN ACCURATE SURVEY OF THE REAL PROPERTY
PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION ON JUNE 16, 2017, JANUARY 17, APRIL
18, JUNE 03, 2019 AND MAY 20, 2021; THAT THIS IMPROVEMENT SURVEY PLAT IS NOT A
GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED; THAT, IN THE PREPARATION OF
THIS IMPROVEMENT SURVEY PLAT, I RELIED UPON THE TITLE COMMITMENT PREPARED BY
ATTORNEYS TITLE INSURANCE AGENCY OF ASPEN, LLC., AS AGENT FOR FIRST AMERICAN
TITLE INSURANCE COMPANY, COMMITMENT NO. 21004770, DATED EFFECTIVE APRIL 26, 2021;
THAT THE LOCATION AND DIMENSIONS OF ALL BUILDINGS, IMPROVEMENTS, EASEMENTS,
RIGHTS OF WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE REAL
PROPERTY AND MATTERS REFERENCED IN SAID TITLE COMMITMENT CAPABLE OF BEING
SHOWN ARE ACCURATELY SHOWN, AND THAT THIS PLAT IS IN ACCORDANCE OF AN
IMPROVEMENT SURVEY PLAT AS SET FORTH IN C.R.S. §38-51-102(9).
DATED: MAY, 21, 2021
BY:___________________________________
JASON R. NEIL, P.L.S. NO. 37935
FOR AND ON BEHALF OF
PEAK SURVEYING, INC.
12/12/2022