HomeMy WebLinkAboutFile Documents.183 Red Mountain Rd.0038.2018 (65).ARBK2/21/18
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DRAWING ISSUE
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PROJECT No:
SHEET No.
CONCEPTUAL
1609
CPF
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
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VICINITY MAP
2/28/17
/Users/collinfrank/Desktop/SHADY LN_2017-02-20_C_P&Z.pln | 12:54 PM | Tuesday, February 28, 2017
SHEET No.
!"#$%&'("!%)%*+,-+!
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0 500 1,000 1,500 feet
SCALE: 1:0.671VICINITY MAP
54 SHADY LN
2/21/18
2/21/18
25.3'
11
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9
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3.3'
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3.3'25.3'
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18.0'
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23.3'
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18.8'
TREE DISCLAIMER
SOPRIS ENGINEERING PERSONNEL ARE NOT TRAINED ARBORISTS OR LANDSCAPE
PROFESSIONALS. THE TREE INFORMATION SHOWN HEREON WAS FIELD SURVEYED BY SOPRIS
ENGINEERING TO THE BEST OF OUR ABILITY AS PART OF THE PROJECT'S SCOPE. DATA WAS
ACQUIRED PER PROCEDURES OUTLINED IN THE CITY OF ASPEN ENGINEERING DEPARTMENT'S
SUBMITTAL CHECKLIST.
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 8/23/2016 - 14237 RJ - G:\2014\14237\SURVEY\Survey DWGs\TREE INVENTORY 2016\14237-TREE INVENTORY-2016.dwg
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
NOTES:
1) Date of Survey--August 15 & 16, 2016
2) Date of Preparation--August 19-20.
3) Refer to the Improvement Survey & Stream Margin review
for this property for more information on boundary and
flood plain information.
TREE INVENTORY
54 SHADY LANE
WZ >K&>E /E'^/dhd /E^tЬEtЬK&^ d/KEϳ͕
TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO.
SHEET 1 OF 1
DECIDUOUS TREES
PT No.DIAMETER (in.) DRIPLINE (Ft.)NOTES
100 11.4 25
101 14.6 30
102 24.5 40
103 6.9 15
104 11.5 15
105 12.8 15
108 5.7 8
109 14.2 30
110 8.5 12
111 6.2 10
112 7.4 10
113 5.5 6
114 9.1 10
115 24.7 20
116 4.3 7
117 6.5 12
118 8.5 15
119 9.7 15
120 6.0 8
121 8.5 12
122 6.5 10
123 6.2 10
124 6.0 8
125 9.1 20
126 6.3 10
127 6.4 12
128 11.3 15
129 8.4 15
130 6.6 10
131 10.1 15
132 6.1 10
133 4.3 8
134 6.0 10
135 5.2 8
136 5.0 8
137 14.8 25
138 8.7 12
139 6.8 10
140 6.1 10
141 4.5 8
142 8.7 20
143 5.1 10
144 6.9 15
145 6.9 15
146 9.8 15
147 11.0 25
148 4.3 10
149 12.7 25
150 8.9 15
151 6.8 15
152 7.5 12
153 10.3 20
154 12.8 30
155 13.1 25
156 4.5 8
157 24.3 50
158 18.5 50
159 8.3 20
160 12.1 25
161 16.5 15
162 9.8 25
163 9.3 20
164 11.2 25
165 16.0 30
166 11.3 25
167 29.2 40
168 8.5 15
169 5.8 10
170 5.8 12
171 32.2 75
172 4.8 10
173 14.8 25
174 5.7 10
175 11.3 30
176 17.4 34
177 11.8 24
178 9.0 18
179 13.3 27
180 10.6 21
181 17.2 34
182 13.8 27
183 15.5 31
184 6.7 13
185 22.4 44
186 14.4 28
187 13.0 26
188 8.7 17
189 7.9 16
190 8.5 17
191 7.2 14
192 13.2 26
193 8.4 17
194 18.9 38
195 10.8 22
196 4.5 9
197 13.0 26
198 7.7 15
199 15.4 31
200 16.3 32
201 9.5 30 2 TREES
202 6.7 13
203 6.7 13
204 10.9 22
205 5.8 12
206 15.6 40 2 TREES
207 9.5 19
208 22.3 44
209 7.8 15
210 8.1 16
211 4.5 15 3 TREES
212 17.6 35
213 6.5 13
214 14.1 28
215 15.5 31
216 7.0 14
217 19.1 38
218 11.7 23
219 20.2 40
220 10.3 20
221 10.7 22
222 13.8 28
223 24.0 48
224 14.1 28
225 7.2 14
226 15.1 30
227 6.0 12
228 6.9 14
229 6.6 13
230 14.2 40 2 TREES
231 4.9 9
232 5.6 11
233 6.6 13
234 7.7 15
235 16.6 33
236 5.5 11
237 11.5 23
238 7.5 15
239 5.4 9
240 4.8 10
241 4.0 8
242 7.1 14
243 7.2 14
244 9.5 19
245 15.2 30
246 13.8 28
247 23.4 48
248 8.6 17
249 5.1 10
250 10.8 22
251 11.7 24
252 20.8 42
253 17.5 35
254 18.1 36
255 19.8 40
CONIFEROUS TREES
Pt. No.DIAMETER (In.) DRIPLINE (Ft.)
256 6.6 10
257 4.2 6
258 4.5 10
259 6.4 12
260 8.4 15
261 4.1 15
262 7.0 14
263 10.3 20
264 8.4 15
265 8.5 17
266 5.1 10
267 4.0 8
268 4.1 8
SURVEYOR'S STATEMENT
I, Mark S. Beckler, do hereby state that this survey was prepared by Sopris
Engineering, LLC for Leila, LLC, A Colorado Limited Liability Company, and that
it is true and correct to the best of my knowledge and belief.
__________________________
Mark S. Beckler L.S. No. 28643
TREE INVENTORY SUMMARY-2016
DECIDUOUS TREES--155
CONIFEROUS TREES--13
LEGEND
DECIDUOUS TREE
CONIFEROUS TREES
2/21/18
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18.8'
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Slopes Table
Number
1
2
3
Minimum Slope
0.01%
20.00%
30.00%
Maximum Slope
20.00%
30.00%
1000.00%
Area
18859.58
1316.95
3030.18
Color
PROPERTY DESCRIPTION- (Original Description)
ƚƌĂĐƚŽĨůĂŶĚƐŝƚƵĂƚĞĚŝŶƚŚĞ^tЬEtЬŽĨ^ĞĐƚŝŽŶϳ͕dŽǁŶƐŚŝƉϭϬ^ŽƵƚŚ͕
Range 84 West of the Sixth Principal Meridian, more fully described as
follows:
Beginning at a point on the Easterly right-of-way line of the Denver and Rio
Grande Western Railroad (Aspen Branch) whence the West Quarter Corner
of said Section 7 bears West 602.4 feet; thence East 214.6 feet to the
Westerly right-of-way line of Red Mountain Road; thence along the arc of a
ĐƵƌĞƚŽƚŚĞƌŝŐŚƚ͕ƚŚĞĐŚŽƌĚŽĨǁŚŝĐŚďĞĂƌƐEϭϮΣϱϲΖ ͕Ϯϭϱ͘ϱĨĞĞƚƚŽƚŚĞ
center of Hunter Creek; thence Southerly along the center of Hunter Creek
ĂůŽŶŐƚŚĞĂƌĐŽĨĂĐƵƌǀĞ͕ƚŚĞĐŚŽƌĚŽĨǁŚŝĐŚďĞĂƌƐ^ϲϴΣϬϮΖϬϰ͟t͕Ϯϵϲ͘ϭϵ
ĨĞĞƚƚŽƚŚĞ ĂƐƚĞƌůLJůŝŶĞŽĨƐĂŝĚƌĂŝůƌŽĂĚƌŝŐŚƚͲŽĨͲǁĂLJ͕ƚŚĞŶĐĞ^ϬϴΣϱϳΖ ͕ϵϬ͘ϲ
feet along the Easterly line of said railroad right-of-way to the point of
beginning.
dK' d, Zt/d,ĂƉĂƌĐĞůŽĨůĂŶĚƐŝƚƵĂƚĞĚŝŶƚŚĞ^tЬŽĨƚŚĞEtЬŽĨ^ĞĐƚŝŽŶ
7, Township 10 South, Range 84 West of the Sixth Principal Meridian, more
fully described as follows:
Beginning at a point on the Westerly line of Red Mountain Road whence the
West Quarter Corner of Section 7, Township 10 South, Range 84 West of the
^ŝdžƚŚWƌŝŶĐŝƉĂůDĞƌŝĚŝĂŶďĞĂƌƐ^ϴϬΣϮϲΖϭϴ͟t͕ϴϮϵ͘ϲϲĨĞĞƚ͖ƚŚĞŶĐĞϭϳ͘ϬĨĞĞƚ
along the arc of a curve to the right, having a radius of 218.33 feet, the
ĐŚŽƌĚďĞĂƌƐEϮϯΣϭϮΖϬϭ͟ ϭϳ͘ϬϬĨĞĞƚ͖ƚŚĞŶĐĞ^ϲϰΣϯϰΖϬϳ͟ ϭϯ͘ϬϬĨĞĞƚ͖
thence 15.99 feet along the arc of curve to the left having a radius of 205.33
ĨĞĞƚ͕ƚŚĞĐŚŽƌĚŽĨǁŚŝĐŚďĞĂƌƐEϲϵΣϬϭΖϱϯ͟tϭϱ͘ϵϵĨĞĞƚ͖ƚŚĞŶĐĞϲϵΣϬϭΖϱϯ͟
N 13.00 feet to the point of beginning. Said parcel contains 214.47 square
feet, more or less.
EXCEPT that portion of the above described property as conveyed to The
Board of County Commissioners of Pitkin County in Deed recorded
December 31, 1987 in Book 554 at Page 159. But excluding from this
EXCEPTION the portion thereof reconveyed to the Friedbergs by Quitclaim
Deed recorded November 2, 1993 in Book 729 at Page 114.
NOTES
1) Dates of Survey: December 23, 2014-January 8, May 13, June 3-4, 2015, June 27, 2016.
2) Date of Preparation: December 2014-January, 2015, June 12, 2015, July 22, 2016.
3) Basis of Bearing: Bearings are based on the 2009 Marcin Engineering City of Aspen Control
DĂƉ͕LJŝĞůĚŝŶŐĂƐŝƚĞďĞĂƌŝŶŐŽĨ^ϴϵΣϬϲΖϬϴΗ ĨƌŽŵƚŚĞtЬŽƌŶĞƌŽĨ^ĞĐ͘ϳ͕d͘ϭϬ^͕͘Z͘ϴϰt͕͘ϲƚŚ
P.M., a found U.S. Dept. of Interior-BLM Brass Cap-dated 1954 and a found Rebar and Cap
ŵĂƌŬĞĚ>͘^͘Ϯϯϳϲ͕ĂƐƐŚŽǁŶ͘ZĞƐƵůƚŝŶŐŝŶĂĂĐůŽĐŬǁŝƐĞƌŽƚĂƚŝŽŶĂŶŐůĞŽĨϬΣϱϯΖϱϮΗĨƌŽŵƚŚĞ
original deed bearing calls.
4) 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 documents shown in the Source Documents below
and a Proforma Title Report prepared by Pitkin County Title, Inc. , Case No. PCT24799W,
Effective Date July 15, 2016.
5) The description for the subject property as referenced in Book 384 at Page 494 does not
mathematically close by approximately 10 feet. In addition, the deed and description as
stated, is deficient of curve information to adequately describe and place the northerly extent
of the parcel. The deed references the northerly extent of the parcel to be the centerline of
Hunter Creek. The centerline of Hunter Creek has been defined for this survey utilizing the
center of the floodway as shown in the Proposed Mapping Changes produced by the Pitkin
County-2016 Stormwater Management. The easterly boundary of the property is defined by
the portion of land deeded to Pitkin County as referenced in Book 554 at Page 160. An
additional portion of land was reacquired by Friedberg from Pitkin County through a Quitclaim
Deed referenced in Book 729 at Page 114. This deed has typographical errors and incorrect
information that does not mathematically close, however the intent of this conveyance is
noted in the Exhibit Map as referenced by the deed and is shown hereon.
6) It appears the intent of the southerly boundary of the subject property (Book 384 at Page
494) is to adjoin the northerly boundary of a parcel of land described as Tract 1 in Reception
EŽ͘ϱϬϭϮϯϵ͕ĂƐƚŚĞLJŵĂŬĞƚŚĞƐĂŵĞďĞĂƌŝŶŐĐĂůůĨƌŽŵƚŚĞtЬŽƌŶĞƌ͘,ŽǁĞǀĞƌŝƚŝƐŶŽƚĞĚƚŚĂƚ
the monuments set in the field have slight differences from the common line, as shown. For
this survey, the monument representing an older survey has been held, reflected by the
monument marked as L.S. 2376 at the Southwest corner of the property. This monument also
fits the prescribed 50.0' distance from the existing centerline of the Rio Grande Trail as
determined by utilizing the centerline of the existing bridge, as shown.
7) The flood information shown is derived from the proposed Pitkin County Risk Map
Floodplain changes. The information is derived from GIS information supplied to Sopris
Engineering, by the Pitkin County Stormwater Management. The changes have not been
formally adopted by FEMA at this time.
8) The edge of water for Hunter Creek, as shown is based on survey field shots obtained on
May 13, 2015 and should be used for general reference only as the the creek edge is dynamic
in nature and subject to fluctuations based on seasonal flows.
9) The top of bank shown for the southerly side of Hunter Creek was determined on June 27,
2016 by Sopris Engineering, LLC project engineer and the City Aspen Engineering Dept. Staff.
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 10/12/2016 - 14237 RJ - G:\2014\14237\SURVEY\FAR-SLOPE ANALYSIS\14237-SLOPE-ANALYIS.dwg
VICINITY MAP
SCALE: 1" = 800'
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
020 20 40
20
8010
SOURCE DOCUMENTS:
x Document-Deed Book 384-Page 494.
x Document-Deed Book 554-Page 159.
x Document-Deed Book 729-Page 114.
x Document-Reception No. 400339.
x Map-Denver & Rio Grande Western Railroad (Aspen Branch)-1919, Corrected 1927.
Recorded as Rec. 134450 on March 13, 1969.
x Plat-Willoughby Pond Estates-Plat Book 32-Page 36.
x Dept. of Interior-BLM Plat of Section 7, as accepted by Chief Cadastral Survey Feb. 14,
1980.
x Survey-Prepared by Alpine Survey Engineers-Job 0263C-October,2014.
x Survey-Prepared by Alpine Survey Engineers-Job 26092GC-July, 2006.
ALL OF THE PITKIN COUNTY, COLORADO RECORDS.
SLOPE ANALYSIS
54 SHADY LANE
WZ >K&>E /E'^/dhd /E^tЬEtЬK&^ d/KEϳ͕
TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO.
SHEET 1 OF 1
PROPERTY DESCRIPTION-(Per this Survey)
ƉĂƌĐĞůŽĨůĂŶĚƐŝƚƵĂƚĞĚŝŶƚŚĞ^tЬEtЬŽĨ^ĞĐƚŝŽŶϳ͕dŽǁŶƐŚŝƉϭϬ^ŽƵƚŚ͕ZĂŶŐĞ
84 West of the 6th Principal Meridian, City of Aspen, County of Pitkin, State of
Colorado. With all bearings contained herein being relative to the 2009 Marcin
ŶŐŝŶĞĞƌŝŶŐŝƚLJŽĨƐƉĞŶŽŶƚƌŽůDĂƉ͕LJŝĞůĚŝŶŐĂƐŝƚĞďĞĂƌŝŶŐŽĨEϴϵΣϬϲΖϬϴ͟t
ĨƌŽŵƚŚĞtЬŽƌŶĞƌŽĨƐĂŝĚ^ĞĐƚŝŽŶϳ͕ĂĨŽƵŶĚh͘^͘ĞƉƚ͘ŽĨ/ŶƚĞƌŝŽƌͲ>DƌĂƐƐĂƉ
and a found Rebar with Cap marked L.S. 2376. Said parcel of land being more
particularly described as follows:
Beginning at a found rebar with cap marked L.S. 2376 and being a point on the
Easterly right-of-way line of the Denver & Rio Grande Western Railroad (Aspen
Branch) and also being on the southerly line of a parcel described in Book 384 at
Page 494 of the Pitkin County Colorado records; whence the West One-Quarter
;tЬͿŽƌŶĞƌŽĨƐĂŝĚ^ĞĐƚŝŽŶϳ͕ĂĨŽƵŶĚh͘^͘ĞƉƚŽĨ/ŶƚĞƌŝŽƌͲ>DƌĂƐƐĂƉͲĚĂƚĞĚ
ϭϵϱϰďĞĂƌƐEϴϵΣϬϲΖϬϴ͟tĂĚŝƐƚĂŶĐĞŽĨϲϬϭ͘ϮϮĨĞĞƚ͖ƚŚĞŶĐĞĂůŽŶŐƚŚĞƐŽƵƚŚĞƌůLJůŝŶĞ
of said parcel described in Book 384 at Page 494 and also being common to the
parcel described as Tract 1 as recorded in Reception No. 501239 of the Pitkin
ŽƵŶƚLJƌĞĐŽƌĚƐ^ϴϵΣϬϲΖϬϴ͟ ͕ĂĚŝƐƚĂŶĐĞŽĨϮϬϬ͘ϭϳĨĞĞƚƚŽĂƉŽŝŶƚŽŶƚŚĞǁĞƐƚĞƌůLJ
right-of-way line of Red Mountain Road as described in document recorded in Book
554 at Page 160; thence along said westerly right-of-way line the following six (6)
courses:
1) thence 94.15 feet along the arc of a curve to the right, having a radius of 213.33
ĨĞĞƚ͕ĂĐĞŶƚƌĂůĂŶŐůĞŽĨϮϱΣϭϳΖϭϰ͕͟ƚŚĞĐŚŽƌĚďĞĂƌƐEϬϮΣϯϭΖϬϳ͟tĂĚŝƐƚĂŶĐĞŽĨϵϯ͘ϯϵ
feet;
ϮͿƚŚĞŶĐĞ^ϳϵΣϱϮΖϮϳ͟ ͕ĂĚŝƐƚĂŶĐĞŽĨϴ͘ϬϬĨĞĞƚ͖
3) thence 58.07 feet along the arc of a curve to the right, having a radius of 205.33
ĨĞĞƚ͖ĂĐĞŶƚƌĂůĂŶŐůĞŽĨϭϲΣϭϮΖϬϵ͕͟ƚŚĞĐŚŽƌĚďĞĂƌƐEϭϴΣϭϯΖϯϴ͟ ͕ĂĚŝƐƚĂŶĐĞŽĨϱϳ͘ϴϳ
feet to the Northeasterly Corner of a parcel of land described in Book 729 at Page
114;
4) thence along said parcel of land described in Book 729 at Page 114 and common
ůŝŶĞ͕EϲϯΣϰϬΖϭϱ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϭϯ͘ϬϬĨĞĞƚ͖
5) thence leaving said parcel of land described in Book 729 at Page 114 and
continuing along said parcel described in Book 554 at Page 150, 12.89 feet along
the arc of a curve to the right, having a radius of 218.33 feet, a central angle of
ϬϯΣϮϮΖϱϳ͕͟ƚŚĞĐŚŽƌĚďĞĂƌƐEϮϴΣϬϭΖϭϰ͟ ͕ĂĚŝƐƚĂŶĐĞŽĨϭϮ͘ϴϵĨĞĞƚ͖
ϲͿƚŚĞŶĐĞEϮϵΣϰϮΖϰϯ͟ ͕ĂĚŝƐƚĂŶĐĞŽĨϰϭ͘ϮϮĨĞĞƚƚŽƚŚĞĐĞŶƚĞƌŽĨ,ƵŶƚĞƌƌĞĞŬ͖
thence along the centerline of Hunter Creek the following thirteen (13) courses:
1)^ϴϮΣϬϴΖϰϳ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϯ͘ϵϲĨĞĞƚ͖ƚŚĞŶĐĞ
2)^ϲϳΣϱϯΖϮϱ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϮϰ͘ϱϯĨĞĞƚ͖ƚŚĞŶĐĞ
3)^ϲϵΣϮϲΖϯϳ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϯϲ͘ϰϭĨĞĞƚ͖ƚŚĞŶĐĞ
4)^ϳϴΣϮϭΖϱϴΗt͕ĂĚŝƐƚĂŶĐĞŽĨϮϰ͘ϲϲĨĞĞƚ͖ƚŚĞŶĐĞ
5)^ϳϱΣϭϬΖϮϯ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϮϰ͘ϵϴĨĞĞƚ͖ƚŚĞŶĐĞ
6)^ϴϱΣϭϰΖϭϬ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϮϱ͘ϲϲĨĞĞƚ͖ƚŚĞŶĐĞ
7)EϴϴΣϱϭΖϭϳ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϯϱ͘ϱϮĨĞĞƚ͖ƚŚĞŶĐĞ
8)^ϴϮΣϱϮΖϮϵ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϭϳ͘ϭϴĨĞĞƚ͖ƚŚĞŶĐĞ
9)^ϳϴΣϰϭΖϮϯ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϳ͘ϮϰĨĞĞƚ͖ƚŚĞŶĐĞ
10)^ϳϭΣϯϯΖϱϯ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϭϱ͘ϳϮĨĞĞƚ͖ƚŚĞŶĐĞ
11)^ϰϵΣϰϱΖϰϴ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϭϮ͘ϭϬĨĞĞƚ͖ƚŚĞŶĐĞ
12)^ϱϯΣϮϴΖϭϱ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϮϯ͘ϴϳĨĞĞƚ͖ƚŚĞŶĐĞ
13)^ϱϮΣϬϳΖϮϵ͟t͕ĂĚŝƐƚĂŶĐĞŽĨϭϴ͘ϮϴĨĞĞƚƚŽĂƉŽŝŶƚŽĨŝŶƚĞƌƐĞĐƚŝŽŶǁŝƚŚƚŚĞ
Easterly right-of-way line of the Denver & Rio Grande Western Railroad (Aspen
Branch); thence leaving said centerline of Hunter Creek and along said Easterly
ƌŝŐŚƚͲŽĨͲǁĂLJůŝŶĞ^ϬϳΣϭϯΖϱϲ͟ ͕ĂĚŝƐƚĂŶĐĞŽĨϭϮϬ͘ϱϮĨĞĞƚƚŽƚŚĞƉŽŝŶƚŽĨďĞŐŝŶŶŝŶŐ͘
Said parcel of land containing 0.798 acres, more or less.
MONUMENT LEGEND
Indicates a found monument, as shown.
Indicates a set monument, L.S. 25950
UTILITY NOTE:
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.
EXISTING CONDITIONS LEGEND
GAS METER
SEWER MANHOLE
ELECTRIC TRANSFORMER
ELECTRIC METER
TELEPHONE PEDESTAL
CATV PEDESTAL
UNDERGROUND ELECTRIC
WATER LINE
SEWER LINE
UNDERGROUND TELEPHONE
w w
ssss
ue ue
utut
CURB STOP
GAS LINEugug
UNDERGROUND CATV LINEuc uc
HUNTER CREEK FLOOD PLAIN LEGEND
Indicates Zone AE-100 Year Flood
Indicates Zone AE-Floodway
Indicates Base Flood Elevation-NAVD 88
2/21/18
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DRAWN BY:
PROJECT No:1609
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M
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
5.0
PROPOSED SITE/
LANDSCAPE PLAN:
PREFERRED OPTION
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
Z.5TOP OF BANK SECTION
54 SHADY LANE
S H A D
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L
i
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e
D
&
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W
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R
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R
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DENVER & RIO GRAND
E
R
A
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F
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Brid
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A
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(Origina
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D
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C
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(O
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C
a
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-
S
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N
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s
N
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3
,
5
&
6
)
(Calc.)
Southerly Bdry. of Parcel)
34,768 Sq. Ft. (0.798 Acres±)
E
E
T
W
S
O
E
(Orig. Parcel-Book 384-Page 494)
Pitkin County Parcel No.
2737-072-00-026
Ed
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o
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A
s
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a
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S
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(Original Deed Call-See Notes No. 3, 5 & 6)
15' Setback Lin
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(From Top of B
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)
S
E
10' Setback Line
2
5
'
S
e
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b
a
c
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L
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SAND BAR (ISLAND)
15' Setback Line
(From Top of Bank)
Edge of W
a
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e
r
H U N T E
R
C
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E
E
K
Edge
o
f
W
a
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r
Edge of W
a
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e
r
Top of Bank
Top of Ba
n
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ZONE AE (100 YEAR FLOOD)
ZONE AE (100 YEAR FLOOD)
ZONE AE (FLOODWAY)
78
4
1
'
B
A
S
E
F
L
O
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E
V
A
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I
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ZONE
A
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(
1
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Y
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A
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F
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7
8
3
7
'
B
A
S
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F
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L
E
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I
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N68° 55
'
5
6
"
E
14.43'S89° 06' 08"E 200.17'
S
9
°
0
8
'
2
5
"
E
3
8
0
.
4
1
'
7835
7840
784
0
7840
7840
78
4
0
78
4
0
78
4
0
78
4
0
784
0
7840
78
4
0
7840
784
0
784
5
78
5
0
7
8
4
5
78
5
0
784
5
78
5
0
7845 7850
78
4
5
7852
78
5
2
7
8
4
1
783
7
7836
7838
7837
783
6
783
7
78
3
7
783
6
7837
783
8
783
9
78
3
9
7839
7
8
4
1
78
4
1
7841
78
3
5
7837
7840
78
4
0
78
4
2
78
3
6
78
3
6
7837
784
1
784
3
7
8
4
1
S
7
°
1
3
'
5
6
"
E
1
2
0
.
5
2
'
7837
ELEVATED AUTOCOURT
POOL BELOW
ELEVATED DECK BELOW
ELEVATED DECK BELOW
SPA BELOW ON GRADE PATIO BELOW
MAIN LEVEL SHOWN
(=/- 12' FROM GRADE BELOW)
NEW WILD GRASS MIX
EXISTING CAR PORT
10 NEW TREES
3 NEW TREES
5 NEW TREES
4 NEW TREES
N
PROJECT
NORTH
0 10'20'40'SCALE: 1" = 20'1 PROPOSED SITE/LANDSCAPE PLAN: PREFERRED OPTION
2/21/18
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CONCEPTUAL DESIGN
DRAWN BY:
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M
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
5.1
PROPOSED SITE/
LANDSCAPE PLAN:
PREFERRED OPTION
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
Z.5
TOP OF BANK SECTION
54 SHADY LANE
E
a
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L
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D
&
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R
O
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L
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(Origina
l
D
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s
c
.
D
e
e
d
C
a
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l
)
(O
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i
g
i
n
a
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D
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e
d
C
a
l
l
-
S
e
e
N
o
t
e
s
N
o
.
3
,
5
&
6
)
(Calc.)
Southerly Bdry. of Parcel)
34,768 Sq. Ft. (0.798 Acres±)
(Orig. Parcel-Book 384-Page 494)
Pitkin County Parcel No.
2737-072-00-026
Ed
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o
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A
s
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a
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(Original Deed Call-See Notes No. 3, 5 & 6)
15' Setback Lin
e
(From Top of B
a
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)
10' Setback Line
2
5
'
S
e
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b
a
c
k
L
i
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15' Setback Line
(From Top of Bank)
Edge of W
a
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H U N T E
R
C
R
E
E
K
Edge
o
f
W
a
t
e
r
Edge of W
a
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e
r
Top of Bank
Top of B
a
n
k
ZONE AE (100 YEAR FLOOD)
ZONE AE (FLOODWAY)
ZON
E
A
E
(
1
0
0
Y
E
A
R
F
L
O
O
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)
7
8
3
7
'
B
A
S
E
F
L
O
O
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L
E
V
A
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I
O
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14.43'S89° 06' 08"E 200.17'
7835
784
0
784
0
7840
7840
78
4
0
78
4
0
78
4
0
78
4
0
784
0
7840
78
4
0
7840
784
0
784
5
78
5
0
7
8
4
5
7
8
5
0
78
4
5
78
5
0
7845 785
0
7852
78
5
2
7
8
4
1
78
3
7
7836
7838
7837
783
6
78
3
7
78
3
7
783
6
7837
783
8
783
9
78
3
9
7839
7
8
4
1
78
4
1
7841
78
3
5
7837
7840
78
4
0
78
4
2
78
3
6
78
3
6
7837
784
1
784
3
7
8
4
1
S
7
°
1
3
'
5
6
"
E
1
2
0
.
5
2
'
7837
ELEVATED AUTOCOURT
POOL BELOW
ELEVATED DECK BELOW
ELEVATED DECK BELOW
SPA BELOW ON GRADE PATIO BELOW
MAIN LEVEL SHOWN
(=/- 12' FROM GRADE BELOW)
NEW WILD GRASS MIX
EXISTING CAR PORT
10 NEW TREES
3 NEW TREES
5 NEW TREES
4 NEW TREES
N
PROJECT
NORTH
0 4'8'16'SCALE: 1/8" = 1'-0"1 PROPOSED SITE/LANDSCAPE PLAN: PREFERRED OPTION
2/21/18
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CONCEPTUAL DESIGN
DRAWN BY:
PROJECT No:1609
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b
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2
8
,
2
0
1
7
1
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:
3
7
P
M
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
5.2
PROPOSED SITE/
LANDSCAPE PLAN:
PREFERRED OPTION
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
N
PROJECT
NORTH
Z.5
TOP OF BANK SECTION
POOL BELOW
ELEVATED DECK BELOW
ELEVATED DECK BELOW
SPA BELOW ON GRADE PATIO BELOW
MAIN LEVEL SHOWN
(=/- 12' FROM GRADE BELOW)
NEW WILD GRASS MIX
EXISTING CAR PORT
10 NEW TREES
3 NEW TREES
5 NEW TREES
4 NEW TREES
PTNo. 268
PTNo. 138
PTNo. 153
PTNo. na
PTNo. na
PTNo. 137
PTNo. 131
PTNo. 116
PTNo. 115
PTNo. 114
PTNo. 113
PTNo. 173
PTNo. 174
PTNo. 111
PTNo. 112
PTNo. 110
PTNo. 127
PTNo. 117 PTNo. 123
PTNo. 108
PTNo. 109
PTNo. 105
PTNo. 162
PTNo. 172
0 4'8'16'SCALE: 1/8" = 1'-0"1 SITE PLAN | W/ TREES TO BE REMOVED | 1/8"
2/21/18
DRAWING ISSUE
CA
N
O
P
Y
H
O
U
S
E
54
S
H
A
D
Y
L
A
N
E
|
A
S
P
E
N
,
C
O
SHEET No.
CONCEPTUAL DESIGN
DRAWN BY:
PROJECT No:1609
CPF
/U
s
e
r
s
/
c
o
l
l
i
n
f
r
a
n
k
/
D
e
s
k
t
o
p
/
S
H
A
D
Y
L
N
_
2
0
1
7
-
0
2
-
2
0
_
E
.
p
l
n
T
u
e
s
d
a
y
,
F
e
b
r
u
a
r
y
2
8
,
2
0
1
7
1
:
3
2
P
M
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
6.0
PROPOSED SITE/
LANDSCAPE PLAN:
ALTERNATIVE A
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
Z.5TOP OF BANK SECTION
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
54 SHADY LANE
S H A D
Y
L
A
N
E
R E
D
M
O
U
N
T
A
I
N
R
O
A
D
B
r
i
d
g
e
C
e
n
t
e
r
l
i
n
e
o
f
R
i
o
G
r
a
n
d
e
T
r
a
i
l
E
a
s
t
e
r
l
y
L
i
n
e
D
&
R
G
W
R
.
R
.
R
O
W
L
i
n
e
S
DENVER & RIO GRAND
E
R
A
I
L
R
O
A
D
-
R
I
G
H
T
O
F
W
A
Y
Brid
g
e
A
b
u
t
m
e
n
t
(Origina
l
D
e
s
c
.
D
e
e
d
C
a
l
l
)
(O
r
i
g
i
n
a
l
D
e
e
d
C
a
l
l
-
S
e
e
N
o
t
e
s
N
o
.
3
,
5
&
6
)
(Calc.)
Southerly Bdry. of Parcel)
34,768 Sq. Ft. (0.798 Acres±)
E
E
T
W
S
O
E
(Orig. Parcel-Book 384-Page 494)
Pitkin County Parcel No.
2737-072-00-026
Ed
g
e
o
f
A
s
p
h
a
l
t
R
d
.
-
A
p
p
r
o
x
.
S
e
t
b
a
c
k
L
i
n
e
(Original Deed Call-See Notes No. 3, 5 & 6)
15' Setback Lin
e
(From Top of B
a
n
k
)
S
E
10' Setback Line
2
5
'
S
e
t
b
a
c
k
L
i
n
e
SAND BAR (ISLAND)
15' Setback Line
(From Top of Bank)
Edge of W
a
t
e
r
H U N T E
R
C
R
E
E
K
Edge
o
f
W
a
t
e
r
Edge of W
a
t
e
r
Top of Bank
Top of Ba
n
k
ZONE AE (100 YEAR FLOOD)
ZONE AE (100 YEAR FLOOD)
ZONE AE (FLOODWAY)
78
4
1
'
B
A
S
E
F
L
O
O
D
E
L
E
V
A
T
I
O
N
ZON
E
A
E
(
1
0
0
Y
E
A
R
F
L
O
O
D
)
7
8
3
7
'
B
A
S
E
F
L
O
O
D
E
L
E
V
A
T
I
O
N
N68° 55
'
5
6
"
E
14.43'S89° 06' 08"E 200.17'
S
9
°
0
8
'
2
5
"
E
3
8
0
.
4
1
'
7835
784
0
784
0
7840
7840
78
4
0
784
0
78
4
0
78
4
0
784
0
7840
78
4
0
7840
784
0
784
5
78
5
0
7
8
4
5
78
5
0
78
4
5
78
5
0
7845 7850
78
4
5
7852
78
5
2
7
8
4
1
783
7
7836
7838
7837
7836
78
3
7
78
3
7
783
6
7837
783
8
783
9
78
3
9
7839
7
8
4
1
78
4
1
7841
78
3
5
7837
7840
78
4
0
78
4
2
78
3
6
78
3
6
7837
784
1
784
3
7
8
4
1
S
7
°
1
3
'
5
6
"
E
1
2
0
.
5
2
'
7837
POOL BELOW
ELEVATED DECK BELOW
ELEVATED DECK BELOW
SPA BELOW ON GRADE PATIO BELOW
MAIN LEVEL SHOWN
(=/- 12' FROM GRADE BELOW)
NEW NATIVE GRASSES
EXISTING CAR PORT
10 NEW TREES
3 NEW TREES
5 NEW TREES
4 NEW TREES
N
PROJECT
NORTH
0 10'20'40'SCALE: 1" = 20'1 SITE PLAN | CONCEPTUAL RETAINED DRIVE & AUTOCOURT
2/21/18
DRAWING ISSUE
CA
N
O
P
Y
H
O
U
S
E
54
S
H
A
D
Y
L
A
N
E
|
A
S
P
E
N
,
C
O
SHEET No.
CONCEPTUAL DESIGN
DRAWN BY:
PROJECT No:1609
CPF
/U
s
e
r
s
/
c
o
l
l
i
n
f
r
a
n
k
/
D
e
s
k
t
o
p
/
S
H
A
D
Y
L
N
_
2
0
1
7
-
0
2
-
2
0
_
E
.
p
l
n
T
u
e
s
d
a
y
,
F
e
b
r
u
a
r
y
2
8
,
2
0
1
7
1
:
3
2
P
M
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
6.1
PROPOSED SITE/
LANDSCAPE PLAN:
ALTERNATIVE A (1)
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
N
PROJECT
NORTH
Z.5
TOP OF BANK SECTION
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
54 SHADY LANE
E
a
s
t
e
r
l
y
L
i
n
e
D
&
R
G
W
R
.
R
.
R
O
W
L
i
n
e
(Origina
l
D
e
s
c
.
D
e
e
d
C
a
l
l
)
(Calc.)
Southerly Bdry. of Parcel)
34,768 Sq. Ft. (0.798 Acres±)
(Orig. Parcel-Book 384-Page 494)
Pitkin County Parcel No.
2737-072-00-026
Ed
g
e
o
f
A
s
p
h
a
l
t
R
d
.
-
A
p
p
r
o
x
.
S
e
t
b
a
c
k
L
i
n
e
(Original Deed Call-See Notes No. 3, 5 & 6)
15' Setback Lin
e
(From Top of B
a
n
k
)
10' Setback Line
2
5
'
S
e
t
b
a
c
k
L
i
n
e
15' Setback Line
(From Top of Bank)
Edge of W
a
t
e
r
H U N T E
R
C
R
E
E
K
Edge
o
f
W
a
t
e
r
Edge of W
a
t
e
r
Top of Bank
Top of B
a
n
k
ZONE AE (100 YEAR FLOOD)
ZONE AE (FLOODWAY)
ZON
E
A
E
(
1
0
0
Y
E
A
R
F
L
O
O
D
)
7
8
3
7
'
B
A
S
E
F
L
O
O
D
E
L
E
V
A
T
I
O
N
14.43'S89° 06' 08"E 200.17'
7835
784
0
784
0
7840
7840
78
4
0
78
4
0
78
4
0
78
4
0
784
0
7840
78
4
0
7840
784
0
784
5
78
5
0
7
8
4
5
7
8
5
0
78
4
5
78
5
0
7845 785
0
7852
78
5
2
7
8
4
1
78
3
7
7836
7838
7837
783
6
78
3
7
78
3
7
783
6
7837
783
8
783
9
78
3
9
7839
7
8
4
1
78
4
1
7841
78
3
5
7837
7840
78
4
0
78
4
2
78
3
6
78
3
6
7837
784
1
784
3
7
8
4
1
S
7
°
1
3
'
5
6
"
E
1
2
0
.
5
2
'
7837
POOL BELOW
ELEVATED DECK BELOW
ELEVATED DECK BELOW
SPA BELOW ON GRADE PATIO BELOW
MAIN LEVEL SHOWN
(=/- 12' FROM GRADE BELOW)
NEW NATIVE GRASSES
EXISTING CAR PORT
10 NEW TREES
3 NEW TREES
5 NEW TREES
4 NEW TREES
0 4'8'16'SCALE: 1/8" = 1'-0"1 SITE PLAN | CONCEPTUAL RETAINED DRIVE & AUTOCOURT
2/21/18
DRAWING ISSUE
CA
N
O
P
Y
H
O
U
S
E
54
S
H
A
D
Y
L
A
N
E
|
A
S
P
E
N
,
C
O
SHEET No.
CONCEPTUAL DESIGN
DRAWN BY:
PROJECT No:1609
CPF
/U
s
e
r
s
/
c
o
l
l
i
n
f
r
a
n
k
/
D
e
s
k
t
o
p
/
S
H
A
D
Y
L
N
_
2
0
1
7
-
0
2
-
2
0
_
E
.
p
l
n
T
u
e
s
d
a
y
,
F
e
b
r
u
a
r
y
2
8
,
2
0
1
7
1
:
3
2
P
M
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
6.2
PROPOSED SITE/
LANDSCAPE PLAN:
ALTERNATIVE A
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
N
PROJECT
NORTH
Z.5
TOP OF BANK SECTION
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
24
"
POOL BELOW
ELEVATED DECK BELOW
ELEVATED DECK BELOW
SPA BELOW ON GRADE PATIO BELOW
MAIN LEVEL SHOWN
(=/- 12' FROM GRADE BELOW)
NEW NATIVE GRASSES
EXISTING CAR PORT
10 NEW TREES
3 NEW TREES
5 NEW TREES
4 NEW TREES
PTNo. 268
PTNo. 138
PTNo. 153
PTNo. na
PTNo. na
PTNo. 137
PTNo. 131
PTNo. 116
PTNo. 115
PTNo. 114
PTNo. 113
PTNo. 173
PTNo. 174
PTNo. 111
PTNo. 112
PTNo. 110
PTNo. 127
PTNo. 117 PTNo. 123
PTNo. 108
PTNo. 109
PTNo. 105
PTNo. 162
PTNo. 172
0 4'8'16'SCALE: 1/8" = 1'-0"1 SITE PLAN | W/ TREES TO BE REMOVED | 1/8"
2/21/18
DRAWING ISSUE
CA
N
O
P
Y
H
O
U
S
E
54
S
H
A
D
Y
L
A
N
E
|
A
S
P
E
N
,
C
O
SHEET No.
CONCEPTUAL DESIGN
DRAWN BY:
PROJECT No:1609
CPF
/U
s
e
r
s
/
c
o
l
l
i
n
f
r
a
n
k
/
D
e
s
k
t
o
p
/
S
H
A
D
Y
L
N
_
2
0
1
7
-
0
2
-
2
0
_
D
_
P
&
Z
.
p
l
n
T
u
e
s
d
a
y
,
F
e
b
r
u
a
r
y
2
8
,
2
0
1
7
1
:
3
9
P
M
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
7.0
PROPOSED SITE/
LANDSCAPE PLAN:
ALTERNATIVE B
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
PROPOSED FOOTPRINT
0 5'10'20'SCALE: 1" = 10'1 SITE PLAN | PROPOSED | DRIVEWAY CONFIGURATION
2/21/18
DRAWING ISSUE
CA
N
O
P
Y
H
O
U
S
E
54
S
H
A
D
Y
L
A
N
E
|
A
S
P
E
N
,
C
O
SHEET No.
CONCEPTUAL DESIGN
DRAWN BY:
PROJECT No:1609
CPF
/U
s
e
r
s
/
c
o
l
l
i
n
f
r
a
n
k
/
D
e
s
k
t
o
p
/
S
H
A
D
Y
L
N
_
2
0
1
7
-
0
2
-
2
0
_
D
_
P
&
Z
.
p
l
n
T
u
e
s
d
a
y
,
F
e
b
r
u
a
r
y
2
8
,
2
0
1
7
1
:
3
9
P
M
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
7.2
PROPOSED SITE/
LANDSCAPE PLAN:
ALTERNATIVE B
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
N
PROJECT
NORTH
Z.5
TOP OF BANK SECTION
PROPOSED FOOTPRINT
POOL BELOW
ELEVATED DECK BELOW
ELEVATED DECK BELOW
SPA BELOW ON GRADE PATIO BELOW
NEW ON GRADE MANICURED LAWN
EXISTING CAR PORT
10 NEW TREES
3 NEW TREES
5 NEW TREES
4 NEW TREES
PTNo. 268
PTNo. 138
PTNo. 153
PTNo. na
PTNo. na
PTNo. 137
PTNo. 131
PTNo. 116
PTNo. 115
PTNo. 114
PTNo. 113
PTNo. 173
PTNo. 174
PTNo. 111
PTNo. 112
PTNo. 110
PTNo. 127
PTNo. 117 PTNo. 123
PTNo. 108
PTNo. 109
PTNo. 105
PTNo. 162
PTNo. 172
0 4'8'16'SCALE: 1/8" = 1'-0"1 SITE PLAN | W/ TREES TO BE REMOVED | 1/8"
2/21/18
DRAWING ISSUE
CA
N
O
P
Y
H
O
U
S
E
54
S
H
A
D
Y
L
A
N
E
|
A
S
P
E
N
,
C
O
SHEET No.
CONCEPTUAL DESIGN
DRAWN BY:
PROJECT No:1609
CPF
/V
o
l
u
m
e
s
/
D
J
A
-
C
O
M
M
O
N
/
P
r
o
j
e
c
t
s
/
A
s
p
e
n
/
'
1
6
P
r
o
j
e
c
t
s
/
1
6
0
9
-
S
h
a
d
y
L
a
n
e
/
P
l
o
t
s
/
2
0
1
7
-
0
2
-
2
8
F
I
N
A
L
P
&
Z
/
1
0
S
E
R
I
E
S
.
p
l
n
T
u
e
s
d
a
y
,
F
e
b
r
u
a
r
y
2
8
,
2
0
1
7
1
2
:
4
2
P
M
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
8.0
TOP OF BANK SECTION
(45 DEGREE ANGLE)
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
-25'-0"
-2 BASEMENT/FOUNDATIONS
-12'-0"
-1 LOWER LEVEL
±0"
1 MAIN LEVEL
+12'-0"
2 ROOF
45 DEGREE PLANE FROM 15' TOP BANK SET BACK LINE.
ILLUSTRATED: MOST RESTRICTIVE POINT
0 2'4'8'SCALE: 1/4" = 1'-0"1 TOP OF BANK SET BACK | ZONING SECTION
2/21/18
DRAWING ISSUE
CA
N
O
P
Y
H
O
U
S
E
54
S
H
A
D
Y
L
A
N
E
|
A
S
P
E
N
,
C
O
SHEET No.
CONCEPTUAL DESIGN
DRAWN BY:
PROJECT No:1609
CPF
/V
o
l
u
m
e
s
/
D
J
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119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
9.0
PROPOSED FLOOR PLANS:
PREFERRED OPTION
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
W/DW/D
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X
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X
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Z.5TOP OF BANK SECTION
1
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SUITE 2
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0 4'8'12'SCALE: 3/16" = 1'-0"-1 BASEMENT/FOUNDATIONS
0 4'8'12'SCALE: 3/16" = 1'-0"1 LOWER LEVEL
2/21/18
DRAWING ISSUE
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119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
9.1
PROPOSED FLOOR PLANS:
PREFERRED OPTION
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
F
F
W/DW/D
Z.5
TOP OF BANK SECTIONDN
DN
DN
DN
WC
X
CLS
X
KITCHEN
X
DINING ROOM
X
LIVING ROOM
X
ENTRY
X
PR
X
MUDROOM
X
ELE.
X
GARAGE
X
STAIR
X
DW
1
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FP
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FP FP
ELEVATED DECK BELOW
ELEVATED DECK BELOW
SPA BELOW
ON GRADE PATIO BELOW
ELEVATED 'BRIDGE'
AUTO COURT ACCESS
ELEVATED 'BRIDGE'
AUTO COURT
MAIN LEVEL SHOWN
(=/- 12' FROM GRADE BELOW)
MASTER SUITE
X
Z.5TOP OF BANK SECTION
0 4'8'12'SCALE: 3/16" = 1'-0"2 MAIN LEVEL
0 4'8'12'SCALE: 3/16" = 1'-0"3 ROOF PLAN
2/21/18
DRAWING ISSUE
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SHEET No.
CONCEPTUAL DESIGN
DRAWN BY:
PROJECT No:1609
CPF
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119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
10.0
PROPOSED FLOOR AREA
CALCULATIONS:
PREFRRED OPTION
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
STAIR
X
ELE.
X
LAUNDRY
X
MECHANICAL
X
POOL MECHANICAL
X
CLS.
X
POWDER
X
THEATER
X
BAR
X
GAME ROOM
X
Z.5TOP OF BANK SECTION
1,978.78 sq ft475.93 sq ft
CRAWL SPACE
4'
-
0
"
4'
-
0
"
1'
-
7
1/
4
"
16'-117/8"
Z.5TOP OF BANK SECTION
DECK 3
DECK 4
WC
X
CLS
X
KITCHEN
X
DINING ROOM
X
LIVING ROOM
X
ENTRY
X
PR
X
MUDROOM
X
ELE.
X
GARAGE
X
STAIR
X
11
'
-
1
"
11
1/
4
"
2,131.31 sq ft
501.36 sq ft
DECK 1214.33 sq ft
DECK 2
191.13 sq ft
DECK 3
46.94 sq ft
DECK 4
46.33 sq ft
61.33 sq ft
136.68 sq ft
OVERHANG 1
34.22 sq ft
EDGE OF ROOF ABOVE
EDGE OF ROOF ABOVEEDGE OF ROOF ABOVE
EDGE OF ROOF ABOVEEDGE OF ROOF ABOVEPOOL BELOW
ELEVATED DECK BELOW
ELEVATED DECK BELOW
SPA BELOW
ON GRADE PATIO BELOW
MAIN LEVEL SHOWN
(=/- 12' FROM GRADE BELOW)
COVERED FRONT PORCH
TRELLIS ABOVE
TWO CAR GARAGE
ELEVATED AUTO COURT-NO COUNT
MASTER SUITE
X
STAIR
X
SUITE 1
X
SUITE 2
X
CLS.
X
CLS.
X
CLS.
X
CLS.
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SUITE 3
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X
KITCHENETTE
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X
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X
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X
SPA
X
Z.5TOP OF BANK SECTION
2,433.53 sq ft
DECK 5633.66 sq ft
DECK 6
54.79 sq ft
DECK 7
257.57
EDGE OF MAIN FLOOR OVERHANG ABOVE
EDGE OF MAIN FLOOR OVERHANG ABOVE
EDGE OF ELEVATED AUTO COURT ABOVE
EDGE OF ELEVATED DRIVE ABOVE
EDGE OF ROOF OVERHANG ABOVE
EDGE OF ROOF OVERHANG ABOVE
CABANA BATH
X
0 4'8'16'SCALE: 1/8" = 1'-0"-1 BASEMENT AREA FLOOR PLAN PROPOSED
SCALE: 1/8" = 1'-0"2 MAIN FLOOR AREA PLAN PROPOSED
0 4'8'16'SCALE: 1/8" = 1'-0"1 LOWER LEVEL AREA PLAN PROPOSED
2/21/18
DRAWING ISSUE
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SHEET No.
CONCEPTUAL DESIGN
DRAWN BY:
PROJECT No:1609
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119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
10.1
PROPOSED FLOOR AREA
CALCULATIONS:
PREFRRED OPTION
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
DECK 8457.78 sq ft
Z.5TOP OF BANK SECTION
GREEN ROOFGREEN ROOF
GREEN ROOF
FLOOR AREA CALCULATIONS
CITY OF ASPEN ZONING SUBMISSION
54 SHDAY LN
ZONE: R-30
PARCEL NUMBER: 273707200026
LOT AREA: 19,496 SF
ALLOWABLE FLOOR AREA 4,769
PROPOSED BASEMENT LEVEL EXPOSED WALL CALCULATIONS
MAIN LEVEL WALL LABEL TOTAL WALL AREA ( SQ FT)EXPOSED WALL AREA (SQ FT)
1 100
2
3
4
5
6
7
8
9
10
11
12
TOTAL (SQ FT)2,904 100
EXPOSED WALL AREA PERCENTAGE 3%
BASEMENT LEVEL FLOOR AREA CALCULATIONS Sq Ft FAR
BASEMENT LEVEL (Sq Ft)1,978.78 68.14
CRAWL SPACE 475.93 0.00
BASEMENT LEVEL COUNTABLE FLOOR AREA (SQ FT)1,978.78 68.14
LOWER LEVEL FLOOR AREA CALCULATIONS
LOWER LEVEL (Sq Ft)2,433.53 2,433.53
LOWER LEVEL COUNTABLE FLOOR AREA (SQ FT)2,433.53 2,433.53
MAIN LEVEL FLOOR AREA CALCULATIONS
MAIN LEVEL (Sq Ft)2,131.31 2,131.31
GARAGE (TWO STALL)501.36 125.68
MAIN LEVEL COUNTABLE FLOOR AREA (SQ FT)2,632.67 2,256.99
DECK/PATIO ABOVE GRADE FLOOR AREA (Sq Ft)
1 214.33 0
2 191.12 0
3 46.94 0
4 46.33 0
5 633.66 0
6 54.79 0
7 257.57 257.57
8 (ROOF DECK)457.78 457.78
DECK COUNTABLE FLOOR AREA (SQ FT)1,902.52 715.35
15% OF ALLOWABLE FAR (715.35)
OVERHANG
COVERED FRONT PORCH 136.68 0
OVERHANG 1 34.22 0
TOTAL EXISTING FLOOR AREA CALCULATIONS
BASEMENT LEVEL FLOOR AREA (Sq Ft)1,978.78 68.14
LOWER LEVEL FLOOR AREA (Sq Ft)2,433.53 2,433.53
1
MAIN LEVEL FLOOR AREA (Sq Ft)2,632.67 2,256.99
DECK/PORCH FLOOR AREA (Sq Ft)0.00 0
TOTAL FLOOR AREA CALCULATIONS 7,045 4,758.66
2
0 4'8'16'SCALE: 1/8" = 1'-0"3 ROOF AREA PLAN PROPOSED
2/21/18
DRAWING ISSUE
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CONCEPTUAL DESIGN
DRAWN BY:
PROJECT No:1609
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119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
All ideas, designs, arrangements and plans
indicated or represented by this drawing are
TEL
FAX
11.0
PROPOSED ELEVATIONS:
PREFERRED OPTION
owned by and are the property of David Johnston
Architects, PC and developed for use and in
conjunction with the specified project. None
of the ideas, designs, arrangements or plans
shall be used by or disclosed for any purpose
whatsoever without the written authorization
of David Johnston Architects, PC.
2/28/17
SHEET No.
-25'-0"
-2 BASEMENT/FOUNDATIONS
-25'-0"
-2 BASEMENT/FOUNDATIONS
-12'-0"
-1 LOWER LEVEL
-12'-0"
-1 LOWER LEVEL
±0"
1 MAIN LEVEL
±0"
1 MAIN LEVEL
+12'-0"
2 ROOF
+12'-0"
2 ROOF
-25'-0"
-2 BASEMENT/FOUNDATIONS
-25'-0"
-2 BASEMENT/FOUNDATIONS
-12'-0"
-1 LOWER LEVEL
-12'-0"
-1 LOWER LEVEL
±0"
1 MAIN LEVEL
±0"
1 MAIN LEVEL
+12'-0"
2 ROOF
+12'-0"
2 ROOF
-25'-0"
-2 BASEMENT/FOUNDATIONS
-25'-0"
-2 BASEMENT/FOUNDATIONS
-12'-0"
-1 LOWER LEVEL
-12'-0"
-1 LOWER LEVEL
±0"
1 MAIN LEVEL
±0"
1 MAIN LEVEL
+12'-0"
2 ROOF
+12'-0"
2 ROOF
-25'-0"
-2 BASEMENT/FOUNDATIONS
-25'-0"
-2 BASEMENT/FOUNDATIONS
-12'-0"
-1 LOWER LEVEL
-12'-0"
-1 LOWER LEVEL
±0"
1 MAIN LEVEL
±0"
1 MAIN LEVEL
+12'-0"
2 ROOF
+12'-0"
2 ROOF
0 4'8'16'SCALE: 1/8" = 1'-0"4 SOUTH ELEVATION
0 4'8'16'SCALE: 1/8" = 1'-0"1 NORTH ELEVATION
0 4'8'16'SCALE: 1/8" = 1'-0"2 EAST ELEVATION
0 4'8'16'SCALE: 1/8" = 1'-0"3 WEST ELEVATION
2/21/18
DRAWING ISSUE
DRAWN BY:
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PROJECT No:
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CONCEPTUAL
1609
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119 South Spring St.
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970-925-3444
970-920-2186
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2/28/17
/Volumes/DJA-COMMON/Projects/Aspen/'16 Projects/1609 - Shady Lane/Plots/2017-02-28 FINAL P&Z/10 SERIES .pln | 12:35 PM | Tuesday, February 28, 2017
SHEET No.
2/21/18
DRAWING ISSUE
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CONCEPTUAL
1609
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119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
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TEL
FAX
11.2
PROPOSED ELEVATIONS:
PREFERRED OPTION
2/28/17
/Volumes/DJA-COMMON/Projects/Aspen/'16 Projects/1609 - Shady Lane/Plots/2017-02-28 FINAL P&Z/10 SERIES .pln | 12:35 PM | Tuesday, February 28, 2017
SHEET No.
2/21/18
DRAWING ISSUE
DRAWN BY:
CA
N
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54
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PROJECT No:
SHEET No.
CONCEPTUAL
1609
CPF
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
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TEL
FAX
11.3
PROPOSED ELEVATIONS:
PREFERRED OPTION
2/28/17
/Volumes/DJA-COMMON/Projects/Aspen/'16 Projects/1609 - Shady Lane/Plots/2017-02-28 FINAL P&Z/10 SERIES .pln | 12:35 PM | Tuesday, February 28, 2017
SHEET No.
2/21/18
DRAWING ISSUE
DRAWN BY:
CA
N
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P
Y
H
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U
S
E
54
S
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|
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N
,
C
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PROJECT No:
SHEET No.
CONCEPTUAL
1609
CPF
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
Al
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TEL
FAX
12.0
PROPOSED ELEVATIONS:
OPTION B
2/28/17
/Volumes/DJA-COMMON/Projects/Aspen/'16 Projects/1609 - Shady Lane/Plots/2017-02-28 FINAL P&Z/10 SERIES .pln | 12:35 PM | Tuesday, February 28, 2017
SHEET No.
2/21/18
DRAWING ISSUE
DRAWN BY:
CA
N
O
P
Y
H
O
U
S
E
54
S
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A
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Y
L
N
|
A
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N
,
C
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PROJECT No:
SHEET No.
CONCEPTUAL
1609
CPF
119 South Spring St.
Suite 203
Aspen, CO 81611
970-925-3444
970-920-2186
Al
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,
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TEL
FAX
12.1
PROPOSED ELEVATIONS:
OPTION B
2/28/17
/Volumes/DJA-COMMON/Projects/Aspen/'16 Projects/1609 - Shady Lane/Plots/2017-02-28 FINAL P&Z/10 SERIES .pln | 12:35 PM | Tuesday, February 28, 2017
SHEET No.
2/21/18