HomeMy WebLinkAbout04.05.2022.boa.meetingBoard of Adjustment Agenda
TUESDAY, APRIL 5, 2022, 5:30 PM
Maroon Bells Meeting Room, 3rd Floor
530 E Main St, Aspen, CO 81611
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NEW BUSINESS
1. Case 03-2022
Marcus and Lara Bach Revocable Trust
515 Snowmass Creek Road
Lot 2, Dickson Subdivision
Requesting a 4' Height variance for grade changes that exceed the amount allowed (6') for
driveway improvements when located within the required 50' setback. This lot contains 32.5 acres
and is located in the AR-10 zone district. The Applicant claims topographic hardships.
2. Case 04-2022
David and Jan Gorham
621 West Sopris Creek Road
Requesting a 45' Front Yard Setback variance where 100' is required for this 10+ acre parcel in the
RS-30 zone district, to construct a new single-family residence. The Applicant claims topographic
hardships.
MINUTES
Reminder: Minutes are no longer transcribed and reviewed by the Board of Adjustment. Let me know if you are interested in
reviewing the Minutes of a particular meeting. Audio tapes are available.
Reach me at 920-5105 or at
joanna.shaffner@pitkincounty.com
1
Newland Project Resources, Inc.
tom@newlandprojectresources.com
(970) 618-9922
PO Box 4815, 417 Original Road
Basalt, CO 81621
Land Use, Transportation & Recreation Planning • Permit Expedition • Project Management • Owners Representation • Information Management
www.newlandprojectresources.com
February 27, 2022
Pitkin County Community Development Department
530 East Main Street, 2nd Floor
Aspen, CO 81621
RE: APPLICATION FOR A DRIVEWAY VARIANCE, LOT 2, DICKSON SUBDIVISION
SPID # 246727302002
To Whom it May Concern;
Please accept this letter as an application for a setback variance for as portion of the driveway
exceeding 6-feet in height. The application is being submitted by the owner, the Marcus, and Lara
Bach Revocable Trust (hereinafter “the applicant”). A letter from the applicant authorizing
Newland Project Resources, Inc., to submit this application on their behalf is attached as Exhibit
2.
Background
An Amendment to the existing Activity Envelope and Site Plan associated Administrative Review
for the parcel has been approved and recorded (see Exhibit 3). A variance was also granted for
two encroachments to place a Soil Treatment Area for the septic system, a buried fire
suppression tank, and a buried propane tank. The Board of Adjustment Resolution for these
variances is also attached within Exhibit 3. At the time of the initial variance request the specific
location of the driveway was not known. The property is zoned AR-10. The parcel has a
conforming lot size of 32.5-acres. The applicant, who purchased the property in late 2020, desires
to construct a single family home together with the improvements required to provide access
and utility infrastructure. This infrastructure includes water lines, septic (OWTS), electricity and
propane gas, all of which will be buried underground.
The applicant is requesting that a variance be granted to allow an area of the 50-foot road
setback to exceed 6-feet of fill for the driveway. As shown on the Exhibit 3 to this letter, the
approved Activity Envelope for this parcel is exceptionally long and narrow and is located
between the road setback along Snowmass Creek Road and the 100-foot stream setback from
Snowmass Creek. Snowmass Creek Road is between 20- and 30-feet above the Activity Envelope,
with steep slopes dropping down to the envelope from the road. Because of this vertical drop
and the narrow width of the Activity Envelope, it is not possible to place a driveway without
placing the 6-feet of fill within the setback and conform to County and Fire District Access
requirements.
2
2
Response to Code Standards
Section 7-10-030 (c) (2) of the Land Use Code provides the standards by which the Board of
Adjustment considers applications for variances. This section provides that the Board may
grant variances:
'Where, by reason of unusual narrowness, shallowness, or shape of a specific
piece of property at the time of enactment of the regulation, or by reason of
unusual topographic conditions or other situation or condition of such piece of
property, the strict application of any regulation would result in peculiar practical
difficulties to, or undue hardship upon the owner of the property... ".
In order to grant the Variance, the Board is also required to find that the relief can be granted
to the applicant
"Without substantial detriment to the public good and without substantially
impairing the intent and purpose of the Comprehensive Plan and the Land Use
Code".
With respect to the first standard, the applicant believes that in this case there are unusual
situations or conditions causing practical difficulties and hardships for the owner. These
unusual situations and conditions have been described above and include the fact that
although this property is over 32.5 acres in size, the vast majority of the lot has been found to
be inappropriate for development. This is due to the required stream setback on both sides of
the creek and the critical wildlife and steep slopes to the west of the creek. The remaining +/-
2-acres within the approved Activity Envelope ranges from 50-feet to 100-feet in width
making development of the parcel challenging, especially when placing the access.
The variance also provides topographic relief to the owner by allowing the driveway to
interface with the County Road at the best location for sight distance. This allows the driveway
to be safer to use both for the applicant and the traveling public.
With respect to the second standard, there are no houses anywhere proximate to the
proposed driveway and the driveway design provides a flat platform with a perpendicular
approach to the County Road, both of which are required by County Road standards. In
discussions with the County Engineering Department, a Right-of-way Permit for the
improvements can be issued in conjunction with the Board of Adjustment variance.
Rather than being counter to or impairing the Comprehensive Plan for the area, this variance
request actually enhances the Plan by supporting and complying with its goals, including siting
access points along this narrow, winding stretch of Snowmass Creek Road so that they comply
with safety standards. Without the variance, the driveway will not comply with these
3
3
standards and could have more impact on the sensitive riparian areas associated with this
property.
Thank you for accepting this application for a variance. I have attached all of the other materials
required to process this application, including the completed application form, the list of adjacent
landowners, and drawings documenting and describing the variance request.
Sincerely,
Tom Newland
EXHIBITS
Exhibit 1 BOA Application Form
Exhibit 2 Letter of Authorization, Newland Project Resources
Exhibit 3 Land Use Approvals
Exhibit 4 Site Plan of Driveway Area Setback Encroachment
Exhibit 5 Vicinity Map
Exhibit 6 List of Property Owners within 300-feet
Exhibit 7 Driveway Fill Analysis
Exhibit 8 Photographs of the Area of Encroachment
4
Marcus and Lara Bach Revocable Trust Dated August 28, 2020
1111 Crandon Blvd #C-205
Miami, Florida 33149
February 20, 2022
Community Development Department
530 East Main Street
Aspen, CO 81611
RE: AUTHORIZATION TO REPRESENT
To Whom it May Concern;
Please consider this letter as authorization for Tom Newland of Newland Project
Resources, Inc. to represent me in the processing of land use applications and
development permitting for Lot 2 of the Dickson Subdivision.
Tom is hereby authorized to act on my behalf with respect to all matters reasonably
pertaining to the aforementioned applications.
Should you have any questions, don’t hesitate to contact me at 305.496.6669.
Sincerely,
Marcus Bach-Armas, Esq.
Trustee
Marcus and Lara Bach Revocable Trust Dated August 28, 2020
cc: Tom Newland
EXHIBIT 2
5
8/3/20I:\ComDev\planning\adminasstPlanning\to delete\Application.Packet.2020.docx
PITKIN COUNTY
BOARD OF ADJUSTMENT
APPLICATION FORM
REPRESENTATIVE PHONE
E-MAIL FAX _______
MAILING ADDRESS
PARCEL OWNER __ PHONE ________
MAILING ADDRESS
LEGAL DESCRIPTION
SUBJECT PARCEL ADDRESS
PARCEL ID # __________
ZONE DISTRICT LOT SIZE __
(To be completed by Zoning staff)
Meeting Date:______________ Case #________________
Request:
_______ foot Front yard setback variance, where ____ feet is required.
_______ foot Rear yard setback variance, where ____ feet is required.
_______ foot __ Side yard setback variance, where ____ feet is required.
_______ foot __ Side yard setback variance, where ____ feet is required.
_______ foot Height variance, where ____ is allowed.
_______ foot Arterial Highway setback variance, where 200 feet is required.
_______ foot Major Road setback variance, where 100 feet is required.
_______ foot Collector Street setback variance, where 50 feet is required.
Comments:
_______________________________________________________________________________
_______________________________________________________________________________
_______________________________________________________________________________
Application material was referred to: _______________________________________________
Zoning Officer: __________________________________
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24
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Soil Treatment Area (STA) 9DULDQFH$SSURYHG%2$5HVR Proposed DrivewayActivity Envelope100' Riparian SetbackFire Truck PulloffStormwater Detention PondsSnowmass Creek RoadFire Truck PulloffWith HydrantSnowmass CreFema Special FCar$5($2)(1&52$&+0(172876,'(86(650' ROAD SETBACK FOR BUILDINGS25' ROAD SETBACK FOR OUTSIDE USESAREA OF ENCROACHMENT BUILDINGSEXHIBIT 427
ADDRESS
Snowmass Creek Road, Basalt, CO 81621.
LEGAL DESCRIPTION
Lot 2, Dickson Subdivision.
VICINITY MAP
28
ADJACENT PROPERTY OWNERS
SNOWMASS CREEK COLORADO LLC
22 HEDWIG CIR
HOUSTON TX 77024
PANICHI INNA TRUST
215 W COUNTY LINE RD
BARRINGTON IL 60010
SCFARMHOUSE LLC
11 CRESTWOOD DR
SAINT LOUIS MO 63105
JACKOWAY JAMES ASPEN QPRT
13955 DURHAM RD
BEVERLY HILLS CA 90210
SCHENCK JOHN
876 SNOWMASS CREEK RD
SNOWMASS CO 81654
MACDONALD BRUCE J
3 CIMARRON DR
LITTLETON CO 80121
UNITED STATES FOREST SERVICE
SOPRIS RANGER STATION
620 MAIN STREET
CARBONDALE, CO 81623
29
W
69452.0:1
2.0:1 2.0:14.0:13.5:1
3.0:1
6952 6950694969476945
69436944695069436945 6945694669436944N:1546350.22E:2580511.71Soil Treatment AreaFire Truck Pulloff AreaStormwater Detention AreaSta:0+09.90Off:11.99'LSoil Treatment AreaSta:0+09.96Off:13.41'RSta:0+23.51Off:37.14'LSta:1+00.23Off:23.35'LSta:0+82.86Off:24.61'LSta:0+71.72Off:33.60'LSta:1+49.35Off:33.30'LSta:1+48.99Off:23.55'LSta:1+57.33Off:33.59'LSta:1+56.78Off:23.85'LSta:2+09.46Off:32.72'LSta:2+10.67Off:23.05'LSta:2+01.09Off:8.00'RSta:2+11.43Off:24.02'RSta:2+58.87Off:25.44'R10.0'50.0'Sta:2+73.61Off:8.00'R16.0'Abandoned Well695069556950695569576958695669546940694069436943694469476950694269390+001+002+003+00L=72.793Δ=92.6830R=45.000L=27.449Δ=31.4538R=50.000L=18.131Δ=10.3884R=100.000L=10.321Δ=5.9133R=100.000Sta:0+19.93Off:8.00'RSta:0+19.89Off:8.00'L6.0'Sta:0+80.22Off:22.08'LStart Proposed DrivewayStart Transition from 2.3% Slope Left to RightTo 2.0% Slope Right to LeftSta:0+10.00Off:0.00'2.3%End TransitionFrom 2.3% Slope Left to RightTo 2.0% Slope Right to LeftSta:0+30.00Off:0.00'Start TransitionFrom 2.0% Slope Right to LeftTo 2.0% Slope Left to RightSta:1+10.00Off:0.00'End TransitionFrom 2.0% Slope Right to LeftTo 2.0% Slope Left to RightSta:2+10.00Off:0.00'Sta:2+27.17Off:14.27'LSta:2+34.94Off:30.05'RSta:0+69.34Off:34.12'RSta:0+75.71Off:29.32'RSta:0+81.83Off:26.14'RSta:1+02.35Off:22.18'RSta:1+20.00Off:24.73'R8.0%2.0%6954
2.0%Sta:2+97.67Off:9.40'RSta:2+97.82Off:19.66'RSta:2+93.23Off:14.63'RSta:2+98.22Off:14.69'R3.1%2.0%S76° 46' 17.81"W24.79'S15° 54' 41.03"E92.34'S5° 31' 22.78"E32.95'S11° 26' 10.83"E49.39'16' WideRoad Base Driveway BP: 0+00.00PC: 0+24.79PC: 3+00.72PC: 1+89.92PC: 2+41.01PT: 0+97.59PT: 3+28.17PT: 2+08.06PT: 2+51.33Mid: 0+61.19Mid: 3+14.45Mid: 1+98.99Mid: 2+46.1750' SetbackConstruction License25' SetbackFrom Edge of Road50' SetbackFrom Edge of RoadDriveway ProfileHorizontal Scale: 1"=10'Vertical Scale: 1"=10'6940695069606940695069600+206950.866954.5340+406946.666954.0340+606944.116953.3430+806942.476951.8151+006941.956950.215
1+206941.42
6948.615
1+406941.12
6947.015
1+606941.32
6945.415
1+806941.77
6943.858
2+006942.46
6942.894
2+206942.58
6942.693
2+406943.12
6943.061
2+606943.34
6943.461
2+806943.45
6943.861
3+006943.87
6944.261 -2.50%-8.00%2.00%PVI STA:0+57.83PVI ELEV:6953.59K:3.27LVC:18.00BVCS: 0+48.83BVCE: 6953.81EVCS: 0+66.83EVCE: 6952.87
PVI STA:1+99.54PVI ELEV:6942.25K:5.25LVC:52.50BVCS: 1+73.29
BVCE: 6944.35
EVCS: 2+25.79
EVCE: 6942.78 Start Driveway STA = 0+10.00ELEV = 6954.784ExistingProposedExistingProposed2-4 Feet of FillDrivewayFill AnalysisC.01NS EW
Of 1 Page01 Fill Analysis 02.25.2022 JKE
#Description Date Drawn By
515 Snowmass Creek Road
Pitkin County, CO 610 Colorado AvenueCarbondale, CO 81623(970) 510 - 5312
JKE
Reviewed By
For ConstructionJob #: 20.08Feet010200-2 Feet of Fill4-6 Feet of Fill6-8 Feet of Fill8-10 Feet of Fill30
EXHIBIT 8
Aerial Photo of Driveway Entrance Location Driveway Entrance Looking South
Driveway Entrance Looking North
31
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33
March 7, 2022
PITKIN COUNTY BOARD OF ADJUSTMENT
530 E MAIN ST, SUITE 203
ASPEN, CO 81611
Re: 621 West Sopris Creek Road, Basalt
Front Yard Setback Adjustment
Dear Board of Adjustment,
The owners of the property at 621 West Sopris Creek Road are requesting a variance to the required Front Yard
Setback to allow for the construction of a ~2500 SF single family residence. The current required Front Yard
Setback from West Sopris Creek Road on the south of the property is 100’-0”. The buildable area of the property
is hindered by several unusual site constraints including the Shippee Ditch maintenance setback at the north
and the irregular shaped activity envelope caused by the steep slope of the property. The topographical
hardship generated by these restrictions on the north and compounded by the 100’ setback on the south,
result in the practical difficulty of leaving the site completely unbuildable for the owners.
In 2018, the Board of Adjustment approved a 60’ Front Yard Setback Variance to the 100’ required setback,
resulting in a revised setback distance of 40’. This variance has since expired. Additionally, the driveway
location as shown on the site plan was approved in a 2007 Access Driveway Development Permit. With the
form and design of the home further developed, the owners are requesting a 45’ Front Yard Variance to the
existing 100’ required Front Yard Setback, resulting in a revised setback distance of 55’.
Thank you for your consideration of this request.
Best regards,
David Rosenfeld
Senior Project Architect
Charles Cunniffe Architects
34
March 1, 2022
Pitkin County
Aspen CO
Re: Variance Setback
621 West Sopris Creek Road
To Whom It May Concern:
David Rosenfeld, of Charles Cunniffe Architects, is authorized to submit, on our
behalf, the variance proposal for 621 West Sopris Creek Road.
Jan and David Gorham
35
Report Created: 3/1/2022 11:08:50 AM
Parcel ID: 246523101004Pitkin County Parcel Report
Emma
Emma
Master Plan Area
Caucus
Boundaries
Basalt Library District
Roaring Fork School District RE-1
Basalt Rural Fire Protection District (Roaring Fork Fire Authority)
No Water Service
No Sewer Service
Library District
School District
Fire District
Water District
Sewer System
Services
Land Use Category
Improvements
Assessor's Information
Township, Range, Section
10.723 Acres
621 W SOPRIS CREEK RD
Pitkin County
GIS Parcel Size
Address (Assessor's Records)
Jurisdiction
Property Information
0100: Vacant Land-Residential Lot
621 W
SOP
Address (GIS Points)621 W SOPRIS CREEK RD
218 E VALLEY RD #104 PMB184 CARBONDALE, CO 81623
R007034
GORHAM DAVID & JANOwner
Account
Owner Address
T:8, R:87, S:23; T:8, R:87, S:14
Subdivision: M/B BASALT Tract: 72 Section: 14 Township: 8 Range: 87 A PARCEL
OF LAND LYING WHOLLY WITHIN TRACT 72 IN SECTS 14 & 23, TOWNSHIP 8 S,
RANGE 87 W OF THE 6TH PM, DESCRIBED AS FOLLOWS: BEG AT AP-2 OF
TRACT 72; THENCE E 179.84 FT; THENCE S 24°59'05" E 1436.25 FT TO THE
CTR LINE OF A 30' CNTY RD; THENCE S 76°53'50" W 100.00 FT ALONG SAID
CTR LINE; THENCE S 38°08'00" W 275.48 FT ALONG SAID CTR LINE; THENCE N
24°59'05" W 1228.68 FT; THENCE N 427.51 FT TO THE POB.
Legal Description
36
5
11
U.S. House of
Representatives District
Board of County
Commissioners District(s)
State Senate District
State House District
Voting Precinct
Voting Information
3
5
57
None within 1/2 mile from this property.
W Sopris Creek Rd
None within 1/2 mile of this property.
Open Spaces Nearby (1/2 Mile)
Trails Nearby (1/2 Mile)
Parks Nearby (1/2 Mile)
Public Amenities
Middle Roaring Fork River
Not within a Historic District
No Zoning Overlay on this parcel
Emma
Watershed Subbasin
Watershed Drainage
Historic District
Zone District Overlays
Master Plan Area
Caucus
Tax Information
Address
Retired Parcel
Documents
Parcel 246523101004
621 W SOPRIS CREEK RD
Sopris Creek, Blue Creek-Roaring Fork River
RS-30 (Resource-30 Acre)Zone District
COUNTY TV/FM TRANSLATOR
COUNTY HUMAN SERVICES
ROARING FORK SCHOOL DIST
COLORADO MTN COLLEGE
CROWN MTN PARK & REC DIST
Total
COUNTY ROAD & BRIDGE
ASPEN VALLEY HOSPITAL
BASALT FIRE PROTECTION
HEALTHY COMMUNITY FUND
COLORADO RIVER WATER CONS
ROARING FORK TRANSP AUTH
OPEN SPACE & TRAILS
BASALT WATER CONSERVANCY
PITKIN COUNTY GENERAL FND
BASALT LIBRARY
4.013
5.942
2.297
3.75
0.037
0.956
2.422
9.115
0.177
2.65
42.03
0.287
4.032
0.502
0.065
$726.92
$299.06
$320.04
$3,351.90
$211.34
$22.89
$76.24
$193.15
$183.19
$14.12
$5.18
$321.55
$473.88
$2.95
$40.03
AmountAuthorityMill Levy
78.275 $6,242.44
No Retired
37
38
W
PROPOSED
RESIDENCE
S E T B A C K30'-0 "
S E T B A C K30'-0 "20'-0"S H I P P E E D I T C HWELL
PROPOSED
DRIVEWAY
EDGE OF
ROADWAY
2
5
'-0"WEST SOPRIS CREEK ROADACTIVITY ENVELOPEACTIVITY ENVELO PED IT C H M A IN T E N A N C E S E T B A C K
4 0 '-8 "
3
7
'-
7
"
2 2 4 '-1 "
C
U
R
R
E
N
T
S
E
T
B
A
C
K
1
0
0'-
0
"
P
R
O
P
O
S
E
D
S
E
T
B
A
C
K
5
5'-
0
"
S
E
T
B
A
C
K
V
A
RIA
N
C
E
4
5'-
0
"40% SLOPE12% SLOPESEPTIC FIELD 55'-0"CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE
ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.3/8/2022 2:44:59 PMA1.1
2113
ARCHITECTURAL
SITE PLANGORHAM RESIDENCE621 W. SOPRIS CREEK ROADBASALT, COLORADOISSUE: DATE:
NORTH
1" = 20'-0"
1 ARCHITECTURAL SITE PLAN
39
UP
DN
A3.1
A3.12
A3.2
A3.2
1
2
1
MASTER
BEDROOM
101
MASTER BATH
102
BEDROOM 2
103
BEDROOM 3
104
ENTRY
100
CARPORT
W/D
LINEN10'-0"10'-8"4'-0 1/2"14'-9"17'-6 1/2"45'-0"3'-5 1/2"LINE OF FLOOR ABOVEMECH
107
LAUNDRY
106
BATH
105
57'-0"WARDROBES
PATIO
48'-5 1/2"
1
A4.1
1
A4.1
2
A4.1
2
A4.1
102
A 103
A
104
A
100
B
100
C
100
D
101
A
100
A
104
B
105
A
106
A
11'-6"12'-1 1/2"10'-5 1/2"10'-11"
29'-0"10'-5 1/2"5'-6 1/2"11'-3 1/2"5'-2 1/4"6'-9 1/2"1'-9 3/4"4'-1"9'-4 1/2"2'-3 1/2"3'-1"3'-5 1/2"3'-8 1/2"5'-6 1/2"12'-0"17'-4"5'-8"2'-0"15'-6"7'-11 1/2"
10'-10"4'-8"18'-0"2'-6"5'-6"26'-0"2
A6.1
3
A6.1
3
A4.1
3
A4.17'-11 1/2"101
B
01
11
33
22
44
55
66
A
A
B
B
D
D
E
E
F
F
C
C 5'-3 1/2" 2'-3 1/2"
107
A
02
2'-0" 2'-0" 2'-0" 2'-1"
8'-1"
101
D
SLOPE
1/8":12" MIN
A.8
A.8
B.2
B.2
04
2X6 FRAMING
2X4 FRAMING
GRAPHIC LEGEND
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE
ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.3/8/2022 2:44:59 PMA2.1
2113
LOWER LEVEL
FLOOR PLANGORHAM RESIDENCE621 W. SOPRIS CREEK ROADBASALT, COLORADOISSUE: DATE:
FRAMING REVISION 01/20/22
NORTH
1/4" = 1'-0"
1 MAIN LEVEL FLOOR PLAN
NOTES - PLAN
01 18"x24" CRAWL SPACE ACCESS
02 TUBE STEEL TRELLIS, RE:
STRUCTURAL
03 MONTIGO DIVINE H34DF DIRECT
VENT GAS FIREPLACE
04 PLUMBER TO PROVIDE WATER
PRESSURE TANK DUE TO LIMITED
AVAILABLE WELL PRESSURE
40
DN
A3.1
A3.12
A3.2
A3.2
1
2
1
KIT / DINING
202
LIVING
201 17'-6 1/2"14'-9"14'-8 1/2"10'-0"47'-0"23'-0"18'-0"7'-5 1/2"
DECK
BATH
204
OFFICE
203
48'-5 1/2"
1
A4.1
1
A4.1
2
A4.1
2
A4.1
201
A
203
A
204
A
202
B
202
A
13'-8"4'-4"13'-2 1/2"4'-4"11'-9 1/2"2'-11 1/2"3'-5"5'-9 1/2"5'-6"33'-5 1/2"
8'-0"18'-0"7'-5 1/2"
3'-2 3/4"11'-6 1/2"3'-2 3/4"3'-11 1/2"3'-6"18'-0"39'-0"4'-6 1/4"8'-8 1/4"12'-9 1/2"10'-0"11'-0"2
A6.1
3
A6.1
A6.1
1
3
A4.1
3
A4.1
EQ 6'-0" EQ57'-0"9'-4 1/4" 8'-2 1/4"8'-10 1/2"11
33
22
44
55
66
A
A
B
B
D
D
E
E
F
F
C
C
02
02
02
1'-4 1/4"
1'-3 1/2"
1'-3 1/2"1'-11 1/2"1'-11 1/2"1'-11 1/2"1'-11 1/2"2'-0 1/2"02
SLOPE
1/8":12" MIN
SLOPE
1/8":12" MIN
A.8
A.8
B.2
B.2
03
2X6 FRAMING
2X4 FRAMING
GRAPHIC LEGEND
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE
ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.3/8/2022 2:44:59 PMA2.2
2113
UPPER LEVEL
FLOOR PLANGORHAM RESIDENCE621 W. SOPRIS CREEK ROADBASALT, COLORADOISSUE: DATE:
FRAMING REVISION 01/20/22
NORTH
1/4" = 1'-0"
1 UPPER LEVEL FLOOR PLAN
NOTES - PLAN
01 18"x24" CRAWL SPACE ACCESS
02 TUBE STEEL TRELLIS, RE:
STRUCTURAL
03 MONTIGO DIVINE H34DF DIRECT
VENT GAS FIREPLACE
04 PLUMBER TO PROVIDE WATER
PRESSURE TANK DUE TO LIMITED
AVAILABLE WELL PRESSURE
41
A3.1
A3.12
A3.2
A3.2
1
2
1
1
A4.1
1
A4.1
2
A4.1
2
A4.1
2" / 12"
2" / 12"
3
A4.1
3
A4.1
3'-0"3'-0"3'-0"3'-0"
SLOPE
1/4":12" MIN
SLOPE 1/4":12" MINSLOPE 1/4":12" MINTHRU-WALL
SCUPPER
CORRUGATED
METAL ROOF
SOLAR
PANELS
TUBE STEEL
TRELLIS, RE:
STRUCTRUAL
11
33
22
44
55
66
A
A
B
B
D
D
E
E
F
F
C
C
A.8
A.8
B.2
B.2
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE
ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.3/8/2022 2:44:59 PMA2.3
2113
ROOF PLANGORHAM RESIDENCE621 W. SOPRIS CREEK ROADBASALT, COLORADOISSUE: DATE:
NORTH
1/4" = 1'-0"
1 ROOF PLAN
42
LOWER SUBFLOOR
100'-0"
UPPER SUBFLOOR
110'-0"
TRELLIS
119'-0"
MECH ROOM
97'-0"
1
A4.1
1
A4.1
W3W4
W21
ABDEFCA.8B.2
TOP PLATE
119'-7"
01 02 0303
2'-5"LOWER SUBFLOOR
100'-0"
UPPER SUBFLOOR
110'-0"
TRELLIS
119'-0"
MECH ROOM
97'-0"
2
A4.1
2
A4.1
W5
202
B
W6
W8W9
01 02
3
A4.1
3
A4.1 03
132456
03
TOP PLATE
119'-7"
CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE
ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.3/8/2022 2:45:00 PMA3.1
2113
EXTERIOR
ELEVATIONSGORHAM RESIDENCE621 W. SOPRIS CREEK ROADBASALT, COLORADOISSUE: DATE:
1/4" = 1'-0"
1 NORTH ELEVATION
1/4" = 1'-0"
2 EAST ELEVATION
NOTES - BUILDING ELEVATION
01 METAL FLUSH WALL PANEL
02 VERTICAL CORRUGATED METAL
PANEL
03 TUBE STEEL TRELLIS, RE:
STRUCTURAL
43
LOWER SUBFLOOR
100'-0"
UPPER SUBFLOOR
110'-0"
TRELLIS
119'-0"
MECH ROOM
97'-0"
1
A4.1
1
A4.1
100
B
W10W11
W7
A B D E FCA.8 B.2
TOP PLATE
119'-7"
0102 0303
107
A 2'-5"9'-10"LOWER SUBFLOOR
100'-0"
UPPER SUBFLOOR
110'-0"
TRELLIS
119'-0"
MECH ROOM
97'-0"
2
A4.1
2
A4.1
100
AW1
201
AW12202
A
W19
3
A4.1
3
A4.1
101
B
1 32 4 5 6
TOP PLATE
119'-7"W26W25W24W23W22W27W28
01 02 0303
9'-10"CHARLES
CUNNIFFE
ARCHITECTS
COPYRIGHT CHARLES CUNNIFFE
ARCHITECTSC
610 EAST HYMAN AVE.
ASPEN, CO 81611
TEL: 970.925.5590
FAX: 970.920.4557
cunniffe.com
SHEET NO.
JOB NO.3/8/2022 2:45:00 PMA3.2
2113
EXTERIOR
ELEVATIONSGORHAM RESIDENCE621 W. SOPRIS CREEK ROADBASALT, COLORADOISSUE: DATE:
1/4" = 1'-0"
1 SOUTH ELEVATION
1/4" = 1'-0"
2 WEST ELEVATION
NOTES - BUILDING ELEVATION
01 METAL FLUSH WALL PANEL
02 VERTICAL CORRUGATED METAL
PANEL
03 TUBE STEEL TRELLIS, RE:
STRUCTURAL
44
3D VIEW
GORHAM RESIDENCE
SD2
09/27/21
2113
45
3D VIEW
GORHAM RESIDENCE
SD3
09/27/21
2113
46
3D VIEW
GORHAM RESIDENCE
SD4
09/27/21
2113
47
3D VIEW
GORHAM RESIDENCE
SD5
09/27/21
2113
48
NOTIFICATION
SIGN ON
WEST SOPRIS
CREEK ROAD
49
Pitkin County Mailing List of 300 Feet Radius
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50
FERNANDEZ-ELY ERIN
BASALT, CO 81621
616 WEST SOPRIS CREEK RD
ELY JOHN M
BASALT, CO 816219120
616 WEST SOPRIS CRK RD
LOESCHEN LEE
BASALT, CO 81621
0601 W SOPRIS CREEK RD
LOESCHEN LEE A & LINDA A
BASALT, CO 81621
0602 W SOPRIS CREEK RD
CROWN MOUNTAIN RANCH LLC
BASALT, CO 81621
501 SOPRIS CRK RD
ELY JOHN M
BASALT, CO 816219120
616 WEST SOPRIS CRK RD
FERNANDEZ-ELY ERIN
BASALT, CO 81621
616 WEST SOPRIS CREEK RD
STITT MARY R
BASALT, CO 816212118
PO BOX 2118
51