HomeMy WebLinkAboutFile Documents.395 Thunderbowl Ln.0153.2017 (65).ARBKE
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FND 58" REBAR
WITH 1 14" PLASTIC
CAP, PLS 33638
ELEV: 8243.24'
FND 58" REBAR
WITH 1 14" PLASTIC
CAP, PLS 33638
ELEV: 8242.57'
FND 58" REBAR
WITH 1 14" PLASTIC
CAP, PLS 33638
ELEV: 8240.47'
FND 58" REBAR
WITH 1 14" PLASTIC
CAP, PLS 33638
ELEV: 8235.30'
FND 58" REBAR
WITH 1 14" RED
PLASTIC CAP
FND 58" REBAR
WITH 1 14" PLASTIC
CAP, PLS 33638
ELEV: 8264.32'
FND 58" REBAR
WITH 1 14" PLASTIC
CAP, PLS 33638
ELEV: 8262.57'
N 42
°
0
9
'
2
3
"
E
1
7
1
.
2
2
'
FND 58" REBAR
WITH 1 14" PLASTIC
CAP, PLS 33638
ELEV: 8238.76'
C
1
C
2
C3
C4
C6
N
1
8
°
4
6
'
4
6
"
W
1
5
7
.
8
8
'
S 2
0
°
2
2
'
0
5
"
W
5
3
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2
1
'
S43
°
0
4
'
4
1
"
W
417
.
1
7
(
B
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)
B
U
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L
D
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E
N
V
E
L
O
P
E
10.0'
UTILITY
EASEMENT
15.0'
20.0'
10.0' UTILITY
EASEMENT
S 84°19'25" W 12492.
2
7
'
S 73°1'41
"
W
9
9
5
3
.
2
5
'
LOT 8
NOT A
PART
S
S
DYH
FIRE HYDRANT
ELECTRIC TRANSFORMER
ELEV: 8235.03'
12" CMP
INV: 8233.52'
TOP: 8234.52'
TELEPHONE PEDESTAL
ELEV: 8235.44'
E
ELECTRIC METER
ELEV: 8235.52'
PILLAR
8245.06'
PILLAR
8245.76'
18" CPP
IO: 8246.15'
18" CPP
IO: 8244.03'
S
SEWER
MANHOLE
RIM: 8252.02'
10" CMP
INV: 8257.76'
TOP: 8258.96'
W
W
W
W
W
W
W
OSW
WATER METER
ELEV: 8242.78'
W
12" CMP
INV: 8233.90'
TOP: 8234.90'
E ELECTRIC
PANEL
17.4'
14
.
3
'
1.8'
38
.
7
'
19.7'
6.
4
'
12.3'32.6'1.
3
'
3.
6
'
22.0'
5.
2
'11.2'
5.
1
'
5.5'5.
4
'
2.5'6.
2
'
2.4'
5.
3
'
3.2'
9.
2
'
14.3'
11
.
9
'
3.0'
25
.
8
'
2.6'
12
.
2
'
23.6'
44
.
1
'
8.0'
8.
4
'
20.1'
7.
6
'
13.2'
8.
9
'
2.2'
4.
4
'
T1
T2
T3
T4
T5
T6
T7
T8
T9
T12 T13
T11
T10
T15T14
T16 T18
T17
T19
T20
T21
T23
T22
T24 T25
T26
T27 T28
T29 T30
T31
T32
T33
T35T34
T36
T38
T37
T39
T40
T43T42
T41
T44
T49T48
T46
T45
T47
T61T60
T62
T59
T54
T53
T52 T56T55
T57
T51
T50
T64
T63
T65
T66
T58
E
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O
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P
A
V
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M
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N
T
5' ACTIVITY ENVELOPE
PER PLAT BK 47 PG 1
LOT 6
NOT A
PART
PLASTIC PIPE
INV=8264.57'
22.35
19.25
32.26
6" PVC
8238.33'
8238.70'
8238.77'
8239.11'
8239.30'
ART
SLAB
4" PVC
8236.99'
6" PVC
8237.84'
6" PVC
8236.63'
8241.02'
8240.20'
8241.48'
8238.97'
8241.53'
8241.39'
8241.37'
8241.79'
8240.68'
RETAINING
WALLS 8239.23'
8239.42'
6" PVC
8237.89'
8238.76'
FF1
8246.05'
ROOF
DRAIN
8243.83'
WW 8244.86'
CO
N
C
R
E
T
E
PA
D
8247.90'
S 80°22'51"
E
8
2
.
2
0
'
N 42
°
0
9
'
2
3
"
E
5
8
.
9
7
'
S
1
8
°
4
6
'
4
6
"
E
1
2
1
.
8
6
'
C
7
S 2
0
°
2
2
'
0
5
"
W
5
1
.
0
6
'
C8
C5
SEWER
MANHOLE
RIM: 8261.65'
SEWER MANHOLE
RIM: 8235.42'
S
S
S
S
S
S
SS
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
SEWER
MANHOLE
RIM: 8241.82'
WA
T
E
R
LIN
E
SE
W
E
R
LIN
E
GA
S
LIN
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ELECT
R
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C
LINES
8248.10'
8248.01'
8247.81'
RETAINING
WALL
RE
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WA
L
L
8252.94'
8251.01'
8251.45'
8251.96'
8248.04'
8247.99'
8247.46'8247.53'
8252.98'
8255.97'8252.99'
8255.90'
ENV
E
L
O
P
E
VAULT: 8243.20'
10' PRIVATE SKI
EASEMENT &
UTILITY EASEMENT
PER PLAT BK 47 PG 1
5' ACTIVITY
ENVELOPE
PER PLAT
BK 47 PG 1
10.00
10' ACTIVITY
ENVELOPE
PER BK 47 PG 1
10" CMP
INV: 8252.23'
TOP: 8253.43'
10' ACTIVITY
ENVELOPE
PER BK 47 PG 1
8238.69'
8238.50'
8238.34'
8238.74'
82
4
2
.
0
1
'
824
2
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8
8
'
824
4
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8
8
'
824
3
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4
2
'
824
4
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6
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824
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3
'
8250
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6
8
'
8256
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1
3
'
8255
.
6
2
'
8261
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2
9
'
8262
.
9
7
'
8248
.
0
3
'
824
4
.
6
6
'
WW
8247.99'
8246.75'
8245.88'
8246.30'
BUI
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ENVELOPE
BUILDING
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O
F
P
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V
E
M
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WATER FEATURE
AND SOME PARTIAL
RETAINIG WALLS
UNDER CONSTRUCTION
PILLAR
8
2
5
5
82
6
0
8
2
6
5
8260
8
2
6
0
8
2
6
5
8
2
5
5
8
2
5
5
8250
8245
8240
8240
82
3
5
8238
8245
1.21%
0.15%
0.7
5
%
1.
7
5
%
1.
1
5
%
FD2
5"
T
R
E
N
C
H
D
R
A
I
N
(
T
D
)
8244.7
7
'
824
4
.
7
5
'
FF3
FF2
FF4
FF5
C1
C2
C3
R1
R2
R3
BUILD
I
N
G
ENVE
L
O
P
E
SEE AS-BUILT
NOTE #1
G1
G2
G3
G4G5
G6
G7
6.16
%
G8
G9
G10
G11
G12
FD1
29
.
8
%
4.39%
1
.
3
2
%
11
.
2
%
4.
1
3
%
G13
3
.
5
1
%
BOULDER
RETAINING
WALL
824
4
.
6
6
'
CONCRETE
DRIVEWAY
FLAGSTONE
0.6
4
%
1
2
3
4
POND #2
3.80%
POND
#1
4" PVC
8237.09'
4" PVC
8237.66'
TRENCH DRAIN TD4
TRENCH DRAIN
TD2
TRENCH DRAIN
TD3
TRENCH DRAIN TD5
TRENCH DRAIN
TD6
TD 7
TD 8
7.
6
5
%
CONCRETE
PATIO
6" PVC ELEV: 8235.66'
4.83" DIAMETER ORIFICE
CITY OF ASPEN
GPS #18
ELEV: 8013.41'
CITY OF ASPEN
GPS #5
ELEV: 7915.94'
CURVE TABLE
CURVE NO.
C1
C2
C3
C4
C5
C6
C7
C8
ARC LENGTH
64.74'
19.64'
48.90'
20.94'
141.15'
13.44'
24.32'
107.96'
RADIUS
215.00'
20.00'
50.00'
20.00'
159.85'
305.00'
76.00'
129.85'
DELTA ANGLE
17°15'14"
56°15'28"
56°01'48"
60°00'00"
50°35'37"
2°31'29"
18°20'04"
47°38'10"
CHORD BEARING
N48°29'14"W
N11°43'53"W
S11°37'03"E
N09°37'55"W
N45°39'51"E
N72°12'23"E
S23°02'00"E
N44°11'07"E
CHORD LENGTH
64.50'
18.86'
46.97'
20.00'
136.61'
13.44'
24.22'
104.88'
LEGEND AND NOTES:
- INDICATES FOUND MONUMENT AS DESCRIBED
- WINDOW WELL
- DATE OF SURVEY: NOVEMBER 25, 2020
- UNIT OF MEASUREMENT: US SURVEY FOOT
- DUE TO SNOW COVER AT THE TIME OF THIS SURVEY SOME IMPROVEMENTS MAY NOT BE SHOWN.
- BUILDING SETBACKS ARE BASED ON ZONING STANDARDS PER PITKIN COUNTY AND SHOULD BE VERIFIED PRIOR TO
CONSTRUCTION OR CRITICAL DESIGN.
- BEARINGS ARE BASED UPON A #5 REBAR WITH A YELLOW PLASTIC CAP L.S. #20133 AT THE MOST NORTHEASTERLY
CORNER OF LOT 7 AND A FOUND #5 REBAR WITH AN ALUMINUM CAP FOUND AT THE SOUTHWESTERLY CORNER OF LOT
6 BOTH IN SAID BLOCK A, USING A BEARING OF S43°04'41"W BETWEEN THE TWO DESCRIBED MONUMENTS.
LEGAL DESCRIPTION:
LOT 7, BLOCK A,
THE ASPEN HIGHLANDS VILLAGE P.U.D.,
ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 15, 1998 IN PLAT BOOK 47 AT PAGE 1 AS RECEPTION NO. 423275.
COUNTY OF PITKIN, 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 THE CERTIFICATION
SHOWN HEREON.
AS-BUILT SURVEY STATEMENT
I, THE UNDERSIGNED REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THE ELEVATIONS,
GRADING AND DRAINAGE FEATURES SHOWN OF THE PROPERTY DESCRIBED AS: LOT 7, BLOCK A,
THE ASPEN HIGHLANDS VILLAGE P.U.D., ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER
15, 1998 IN PLAT BOOK 47 AT PAGE 1 AS RECEPTION NO. 423275 WERE DEVELOPED FROM
SURVEYING THE PROPERTY ON THE DATE OF NOVEMBER 25, 2020. AND ACCURATELY DEPICT THE
ELEVATIONS EXISTING DURING THE SURVEY. THE ELEVATIONS MAY CHANGE SUBSEQUENT TO
THE SURVEY DUE TO SUBSIDENCE, UPHEAVAL, EROSION, ACTS OF MAN OR OTHER FACTORS.
THEREFORE, THIS CERTIFICATE MAY NOT ACCURATELY DEPICT ELEVATION, GRADING AND
DRAINAGE PATTERS AFTER THE DATE OF SURVEY. EASEMENTS ARE SHOWN PER THE PLAT UNLESS
NOTED OTHERWISE. NO PART OF THIS LOT LIES WITHIN THE 100- YEAR FLOODPLAIN AS DEFINED
BY FEMA, EXCEPT AS NOTED JEFFREY A. TUTTLE, COLORADO P.L.S. NO. 33638 FOR, AND ON BEHALF
OF TUTTLE SURVEYING SERVICES.
___________________________________________02/04/2021______
JEFFREY ALLEN TUTTLE L.S. 33638 DATE
No
r
t
h
FND 5/8" REBAR WITH
1 12" ALUMINUM CAP
020 20 40 8010
WW
AS-BUILT ENGINEERING CERTIFICATION STATEMENT:
I, THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER, CERTIFY THAT I HAVE INSPECTED
THE AS-BUILT SURVEY DATA FOR PROJECT SITE: AS-BUILT SURVEY LOT 7, BLOCK A,
THE ASPEN HIGHLANDS VILLAGE P.U.D., ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER
15, 1998 IN PLAT BOOK 47 AT PAGE 1 AS RECEPTION NO. 423275, AND HAVE CONCLUDED THAT THE
PROPERTY WILL DRAIN ADEQUATELY IN CONFORMANCE WITH THE DRAINAGE PLAN SUBMITTED
AND APPROVED BY THE CITY ON DATE: ____________________.
BY: DATE: _________________
PE LICENSE NO. _______________________
FINISHED FLOOR, CHIMNEY
AND RIDGE ELEVATIONS:
NUMBER ELEVATION LOCATION
FF1 8245.34'HOUSE ENTRY
FF2 8244.72'GARAGE
FF3 8244.73'GARAGE
FF4 8245.24'HOUSE
FF5 8245.07'HOUSE
C1 8277.97'CHIMNEY
C2 8278.04 CHIMNEY
C3 8271.57'CHIMNEY
R1 8273.04'RIDGE
R2 8267.17'RIDGE
R3 8262.26'RIDGE AS-BUILT NOTES:
1) PIPES INSTALLED PER DESIGN ACCORDING TO STRUCTURAL ASSOCIATES.
1/11/20182/4/2021
Josh Rice 2/4/21
42764
12/18/2019
Reviewed by Engineering
02/10/2021 5:04:44 PM
"It should be known that this review shall not
relieve the applicant of their responsibility to
comply with the requirements of the City of
Aspen. The review and approval by the City is
offered only to assist the applicant's
understanding of the applicable Engineering
requirements." The issuance of a permit based
on construction documents and other data shall
not prevent the City of Aspen from requiring the
correction of errors in the construction
documents and other data.