HomeMy WebLinkAboutpitkin.boa.264326201005 (2018)Parcel ID: 2643-26-2-01-005 Application Date: 9/18/18 Case No: BOA008-1
Description: Serenity Preserve LLC Height Variance Planner: Joanna Schaffner
# Copies:
Allocated Hours:
Project Address: 475 N STARWOOD DR, ASPEN, CO 81611 % Over Hours:
Property Owner: SERENITY PRESERVE LLC Address: 230 KAWAMA LN #305 Owner Phone:
Owner's REP: TAYLOR MCCALLA
REP's Email: tmccalla@forumphi.com
Referrals:
Comments Due Date:
Meetings:
1st Meeting:
Meeting Date:
09/03/2018
Review Body:
boa
Public Hearing?
yes
Notice Date:
08/23/2018
Meeting Notes:
PALM BEACH, FL 33480
Address: 715 W MAIN ST, 204
ASPEN, CO 81611
Other Referrals:
2nd Meeting:
Approvals:
BOCC Resolution #: P&Z Determination #:
BOCC Ordinance #: HO Determination #:
Admin Determination #:
Other Information:
VR Approval Date:
VR Expires Date:
Remarks:
Application Type:
Plat Recorded Date:
Plat (Bk, PG):
REP's Phone: (970) 618-8580
3rd Meeting:
GRAPHIC SCALE
EMERGENCY FOOT ACCESSfATH TO
BE MAINTAINED ANO LEAR OF
VEGETATION PER THE ASPEN FIRE
/ MARSHALL
H.P.S TA.0+09.68
H. P.EL E V.8393.95
PVI STA.0+30.01
PVI EL E V.8393.54
K=4.92
83AU
MSE WALL—
EST. TOP OF PIPE
0 WALL 8373.3'
LL
EXISTING FIRE HYDRANT
DRIVE WA Y CENTER LINE PROFILE
,ntiTROL POINT
0+50 /+00 1+50 2+00 2+50 3+00 3+50 Q+00 P50 5+00 5+50 6+00
........
I........ ..........
LINE TABLE
40.66' VC
SCALE: 1"=40' HORZ.
LENGTH
.09
L.P.STA.2+00.09 H.P.STA.2+17.52 1 "=20' VERT.
8.42'
L2
L.P.ELEV,8377.05 H.P.ELEV.8376.72
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Q; PVI STA. 1+86.67 PVI STA.2+39.02
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22 PVI ELEV.8377.26 PVI ELEV.8376.32
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Lu
K=2.72 K=5.00
138.10'
66.62'
22.83' VC 43.00' VC
pp
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m W
W
No L.P.STA.5+54^63�
0+50 /+00 1+50 2+00 2+50 3+00 3+50 Q+00 P50 5+00 5+50 6+00
........
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LINE TABLE
LINE
BEARING
LENGTH
Ll
S83' 11'23"W
8.42'
L2
SO' 46'37"E
132.21'
L3
N52' 23'58"W
0.61'
L5
N6° 26'01"E
56.92'
L6
N28' 09' 31 "W
138.10'
66.62'
S63` 24'42"W
128` 22' 39"
C3
37.00'
38.77'
21.38'
37.02'
N22° 22'42"W
60` 02' 34"
C4
3716.64'
76.29'
38.15'
76.29'
N7' 03'18"E
I ` 10' 34"
C5
37.00'
22.36'
11.53'
ll-�2
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0+50 /+00 1+50 2+00 2+50 3+00 3+50 Q+00 P50 5+00 5+50 6+00
........
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LINE TABLE
LINE
BEARING
LENGTH
Ll
S83' 11'23"W
8.42'
L2
SO' 46'37"E
132.21'
L3
N52' 23'58"W
0.61'
L5
N6° 26'01"E
56.92'
L6
N28' 09' 31 "W
138.10'
CURVE TASL E
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
CI
37.00'
54.22'
33.30'
49.50'
S41 ` 12'23"W
83` 58' 00"
C2
37.00'
82.90'
76.50'
66.62'
S63` 24'42"W
128` 22' 39"
C3
37.00'
38.77'
21.38'
37.02'
N22° 22'42"W
60` 02' 34"
C4
3716.64'
76.29'
38.15'
76.29'
N7' 03'18"E
I ` 10' 34"
C5
37.00'
22.36'
11.53'
22,02'
NIO° 50'45"W
34` 37' 33"
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JOB #: 2016-08
FOR
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PLAN AND
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