HomeMy WebLinkAboutFile Documents.107 Thunderbowl Ln.0096-2022-BRES (7)UNIT 3
4,217 SQ. FT. +/-
0.097 AC. +/-
N72°
1
3
'
2
7
"
W
9
4
.
8
8
'
S1
7
°
4
6
'
3
4
"
W
4
0
.
5
4
'
20
.
0
0
'
20
.
5
4
'
L1
L2
L
3
L4
C1
L5
L6
40'
ROAD EASEMENT
PLAT BOOK 58 PAGE 65
10'
UTILITY EASEMENT
PLAT BOOK 58 PAGE 65
UNIT 3 PARKING SPACE
PLAT BOOK 58 PAGE 65
C
O
M
M
O
N
A
R
E
A
COMMON AREA
COMM
O
N
A
R
E
A
UNIT 4 ACCESS
EASEMENT PLAT BOOK 58 PAGE 65
UNIT 4
TH
U
N
D
E
R
B
O
W
L
L
A
N
E
(A
S
P
H
A
L
T
S
U
R
F
A
C
E
)
S82° 58' 12"W 95.8
0
'
(TIE TO BLOCK C BO
U
N
D
A
R
Y
)
N
4
5
°
5
7
'
3
3
"
W
(
B
A
S
I
S
O
F
B
E
A
R
I
N
G
)
99.03'
PROJECT BENCHMARK ELV.=8101.25'
FOUND NO. 5 REBAR W/1 1
4" ORANGE PLASTIC CAP
STAMPED "SGM L.S. 20133" 0.1' ABOVE GROUND
FOUND NO. 5 REBAR
W/1 1
4" BROKEN RED PLASTIC CAP
ILLEGIBLE
XS
A
XS
A
XS
A
XS
A
XS
A
XS
A
XS
A
XS
A
XSA
XSA
XGAS
XGAS
XGAS
XGAS
XG
A
S
XG
A
S
XG
A
S
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGAS
XGA
S
XU
T
XU
T
XT
V
XT
V
XGA
S
XGAS
XGA
S
XGAS
XGA
S
5.3"x10'4.5"x8'
2.8"x4'
4.2"x9'4.3"x9'
2.9"x6'
5.3"x11'
6.1"x12'5.2"x10'4.4"x8'
3.7"x8'3.2"x6'4.0"x6'
3.1"x8'
1.8"x4'2.8"x6'3.2"x7'
5.3"x10'
6.9"x12'
2.3"x6'
5.6"x11'
4.8"x9'
6.3"x12'
6.2"x12'
5.5"x11'
7.1"x10'
7.6"x10'
7.0"x12'
4.0"x7'
4.4"x5'
5.3"x7'
1.5"x2'1.9"x2'
1.0"x2'1.3"x2'
1.0"x2'1.4"x2'1.1"x2'
1.1"x2'
1.0"x2'
1.3"x2'1.3"x2'1.4"x2'
1.1"x2'
1.3"x2'
1.3"x2'
1.5"x2'
5.8"x11'5.7"x11'
6.6"x12'5.1"x8'
1.8"x4'
3.8"x5'
1.1"x2'
5.1"x8'
XWL
XWL
XWL XWL
XWL
XWL
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XW
L
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XU
T
XEL
XEL
XEL
XEL
XEL
XEL
GARAGE F.F.=8106.38'
THRESHOLD F.F.=8108.01'
THRESHOLD F.F.=8132.55'
APPR
O
X
I
M
A
T
E
P
A
R
T
Y
W
A
L
L
0.8' +/-
6.1' +/-
20.8' +/-
1.8' +/-
2.7' +/-2.8' +/-
11.8'
+
/
-
6.6' +/-
47.6'
+
/
-
5.1' +/-
5.4' +
/
-
1.1' +/-
7.6' +
/
-
1.2' +/-
5.2' +
/
-
5.0' +/-3.1' +
/
-
12
.
1
'
+
/
-
3.1' +/-
1.4
'
+
/
-
7.6' +
/
-
12
.
1
'
+
/
-
7.9' +
/
-
4.5
'
+
/
-
SPEE
D
B
U
M
P
CU
R
B
L
I
N
E
STONE
PATIO
A.C. P
A
D
AREA OF SNOW/ICE (TYP.)
UNABLE TO SURVEY WITHIN
STON
E
W
A
L
L
STON
E
W
A
L
L
MULTI STOREY
WOOD FRAME
SINGLE FAMILY DWELLING
W/ROCK & WOOD FASCIA
STONE
PATIO
STO
N
E
W
A
L
L
STON
E
W
A
L
L
CONC. SURFACE
(TYP.)
0.7' +/-
81
0
5
8104
8106
8109
8110
8
1
3
0
81
3
2
8
1
3
5
8120
811
0
UNIT 3 ACCESS EASEMENT
PLAT BOOK 58 PAGE 65
AS
P
H
A
L
T
S
U
R
F
A
C
E
0.2'
4.7'
4.4'
0.1'
PROPERTY DESCRIPTION
UNIT 3, BLOCK C,
ASPEN HIGHLANDS VILLAGE P.U.D. THUNDERBOWL TOWNHOME RESIDENCES, ACCORDING TO THE PLAT THEREOF
RECORDED SEPTEMBER 20, 2001 IN PLAT BOOK 58 AT PAGE 65 AND AS DESCRIBED AND DEFINED IN DECLARATION FOR
ASPEN HIGHLANDS VILLAGE TOWNHOME RESIDENCES, THUNDERBOWL NEIGHBORHOOD RECORDED AUGUST 14, 2002
UNDER RECEPTION NO. 470985 AND LIMITED AMENDMENT TO THE DECLARATION RECORDED JANUARY 19, 2021 AT
RECEPTION NO. 672680.
CITY OF ASPEN
COUNTY OF GARFIELD
STATE OF COLORADO
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 CERTIFICATION SHOWN HEREON.
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM 3/22/2022 - 32027 - G:\2022\32027 Thunderbowl Townhomes #3\SURVEY\Survey DWGs\ISP\32027 T-BOWL ISP.dwg
VICINITY MAP
SCALE: 1" = 2000'
IMPROVEMENT SURVEY PLAT
I, GEOFFREY R. KELLER, HEREBY CERTIFY TO 107 THUNDERBOWL H3 LLC AND LAND TITLE GUARANTEE COMPANY, THAT THIS
IS AN “IMPROVEMENT SURVEY PLAT” AS DEFINED BY C.R.S. § 38-51-102(9), AND THAT IT IS A MONUMENTED LAND SURVEY
SHOWING THE CURRENT LOCATION OF ALL STRUCTURES, WATER COURSES, WATER FEATURES AND/OR BODIES OF WATER ,
ROADS, VISIBLE UTILITIES, FENCES, OR WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL
BOUNDARIES OF SUCH PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS, AND ALL
EASEMENTS AND RIGHTS OF WAY OF A PUBLIC OR PRIVATE NATURE THAT ARE VISIBLE, OR APPARENT, OR OF RECORD AND
UNDERGROUND UTILITIES DESCRIBED IN LAND TITLE GUARANTEE COMPANY'S TITLE INSURANCE UNDER ORDER NO.
Q62012272-7, OR OTHER SOURCES AS SPECIFIED ON THE IMPROVEMENT SURVEY PLAT. THE ERROR OF CLOSURE FOR THIS
SURVEY IS LESS THAN 1/15,000.
________________________________
GEOFFREY R. KELLER L.S. #37997
IMPROVEMENT SURVEY PLAT OF:
107 THUNDERBOWL LANE
SITUATED IN SECTION 14, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO.
SHEET 1 OF 1
NOTES
1)DATE OF SURVEY: MARCH 8, 9, 11 AND 16, 2022.
2)DATE OF PREPARATION: FEBRUARY - MARCH, 2022.
3)LINEAR UNITS: THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE
UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY.
4)BASIS OF BEARING: A BEARING OF N45°57'33"W BETWEEN A FOUND NO. 5 REBAR W/1 1
4" ORANGE PLASTIC CAP
STAMPED "SGM L.S. 20133" AND A FOUND NO. 5 REBAR W/1 1
4" BROKEN RED PLASTIC CAP, ILLEGIBLE ALONG THE
WESTERLY BOUNDARY OF BLOCK C, ASPEN HIGHLANDS VILLAGE P.U.D., AS SHOWN.
5)THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR
EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD,
SE RELIED UPON THE TITLE COMMITMENT PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER NO. Q62012272-7,
EFFECTIVE DATE OF APRIL 30, 2021; THE PLAT OF ASPEN HIGHLANDS VILLAGE P.U.D. THUNDERBOWL TOWNHOME
RESIDENCES AND THE FOUND MONUMENTS AS SHOWN HEREON.
6)BASIS OF ELEVATION: THE 1998 CITY OF ASPEN DREXEL BARREL CONTROL DATUM, WHICH IS BASED ON AN ELEVATION
OF 7720.88' (NAVD 1988) ON THE NGS STATION "S-159". THIS ESTABLISHED A SITE BENCHMARK OF 8101.25 FEET ON
THE FOUND NO. 5 REBAR W/1 1
4" ORANGE PLASTIC CAP STAMPED "SGM L.S. 20133," AS SHOWN.
7)CONTOUR INTERVAL: ONE (1) FOOT.
8)ADDRESS: 107 THUNDERBOWL LN # 3, ASPEN, CO 81611.
9)ACCORDING TO THE FLOOD INSURANCE RATE MAP NUMBER 08097C0361E (AUGUST 15, 2019) THE SUBJECT PROPERTY
IS WITHIN ZONE X (AREA OF MINIMAL FLOOD HAZARD). THE REFERENCED MAP IS THE CURRENT MAP FLOOD
INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PROPERTY IS SITUATED.
10)THE DESCRIBED PROPERTY DOES NOT APPEAR IN THE MUDFLOW ZONES PER THE 2014 CITY OF ASPEN URBAN RUNOFF
MANAGEMENT PLAN (FIGURE 7.1e). PER THE COA MUD FLOW ZONE G.I.S. MAPPING, THE SUBJECT PROPERTY IS
OUTSIDE OF "AREAS ON OR WITHIN 200 FEET OF SLOPE GREATER THAN 30%."
11)PER THE PITKIN COUNTY MAP VIEWER, THE PARCEL ID. NO. FOR THIS PARCEL IS 273514212003.
12)THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN
PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES.
THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION.
13)THERE WAS APPROXIMATELY 2 1
2 ' TO 3' OF SNOW ON SITE AT THE TIME OF SURVEY WITH SNOWBANKS UP TO 4' IN
SOME SPOTS.
14)PER THE PITKIN COUNTY PARCEL REPORT GENERATED ON MARCH 15, 2022, THE SUBJECT PROPERTY IS ZONED: "NO
ZONING DISTRICT ON THIS PARCEL."
15)THE MEASUREMENTS FOR THE EXISTING STRUCTURE FOOTPRINT WITHIN THE SUBJECT UNIT BOUNDARY HAVE BEEN
TAKEN ON A COMBINATION OF ROCK AND WOOD FASCIA ACROSS THE LOWER AND GROUND LEVELS. AS SUCH, THE
DISTANCES ARE AN APPROXIMATION.
1 inch = ft.
( IN U.S. SURVEY FEET )
GRAPHIC SCALE
010 10 20
10
405
SITE
Line Table
Line #
L1
L2
L3
L4
L5
L6
Direction
S63° 43' 27"E
N72° 13' 26"W
N25° 22' 35"W
N72° 13' 26"W
S80° 56' 35"W
S35° 35' 20"W
Length
29.32'
20.05'
9.60'
19.63'
11.24'
3.16'
Curve Table
Curve #
C1
Length
44.73'
Radius
201.73'
Tangent
22.46'
Delta
12°42'17"
Chord Direction
N28° 56' 09"E
Chord
44.64'
EXISTING LEGEND
EXISTING CONTOUR INTERVAL7900
EXISTING WATER LINEXWLXWL
EXISTING SANITARY SEWER LINE
EXISTING GAS
EXISTING TELEPHONE
XGAS XGAS XGAS
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE
XUT XUT XUT
XEL XEL XEL
XTV XTV XTV
XSA XSA
EXISTING DECIDUOUS TREE (TRUNK DIAMETER AT D.B.A. IN INCHES X DRIPLINE IN FEET)
EXISTING CONIFER TREE (TRUNK DIAMETER AT D.B.A. IN INCHES X DRIPLINE IN FEET)
EXISTING BUSH
EXISTING SEWER MANHOLE
EXISTING TELEPHONE PEDESTAL
07/06/2022