HomeMy WebLinkAboutLand Use Case.501 W Hopkins Ave.0003.2016.ASLU
715 W. Main Street, Suite 104 Aspen, Colorado 81611 voice: 970.544.4851 email:LAM@MenendezArchitects.com
ADMINISTRATIVE VARIANCE REQUEST
FROM RESIDENTIAL DESIGN STANDARD
January 6, 2016
Ms. Claude Salter
Community Development Department
City of Aspen
130 S. Galena Street, 3rd Floor
Aspen, CO 81611
Dear Ms. Salter;
Per previous meetings and in accordance with the Pre-Application Conference Summary
dated December 14, 2015 I hereby submit the following administrative variance request:
Project Location:
Address - 501 W. Hopkins Avenue, Aspen.
Legal Description - Lot 1, Boomerang Lot Split Subdivision Exemption Plat
Existing Conditions:
The subject property consists of a vacant 7,500 square foot L-shape corner lot in the
Medium-Density Residential R-6 Zone District. It is bounded by West Hopkins Avenue
along the north property line, a stub of South Fourth Street along the east property line, a
recently constructed single family home to the west of the property and Shadow Mountain
along the south side. The section of Fourth Street that is south of Hopkins is a dead-end
street, with limited improvements (gravel surface), that only serves two lots. The City of
Aspen has no plans to extend or improve this section of Fourth Street.
Council Ordinance #6, Series of 2006 mandates that “Vehicular access to Lot 1 shall be taken
from the South Fourth Street stub located directly to the east of the property.”
Project Description:
The proposed project consists of single-family residence with an attached two-car garage. A
second floor is proposed above the west end of the house and a basement living level below,
and beyond, the entire footprint of the ground floor, including the garage. The entrance and
main orientation of the house faces Hopkins Avenue, which is the designated front yard.
Variance Request:
The proposed design complies with Residential Design Standard (RDS) 26.410.040.C.2.b
requirement that “the front façade of the garage be set back at least ten (10) feet further from
the street than the front-most wall of the house” along Hopkins Avenue. However, the design
does not comply with Planning Department Staff’s interpretation that the RDS requirement
also applies to the fourth Street side of the structure.
We kindly request that the front façade of the garage, be allowed to be forward of the front-
most wall of the house along South Fourth Street.
Conditions Prompting Variance Request:
Existing site constraints and conditions make for very inefficient use of the limited lot area to
situate the garage in a manner that it complies with the standard along both streets. We
previously received approval for almost identical garage placements for this property but
neither of the two designs were constructed. The first was in 2007, see attached Site Plan
with a print date of 6/20/08, and was approved by the Planning Deputy Director at the time,
Joyce Allgaier, because she felt the garage placement complied with the required Residential
Design Standard and a variance was not needed. The second was in 2013, see attached Site
Plan with a print date of 01/24/13, and was granted a variance from the Planning and Zoning
Commission.
As mandated by a previous land-use approval, access to the garage is taken from South
Fourth Street, which fronts the narrowest (50-feet wide) part of the lot. The 50-foot width
minus the minimum required setbacks, and a minimal garage width, leaves 9-feet for living
space alongside the garage. If the front wall of the garage were to be located 10-feet back
from the front most wall of the house facing Fourth Street, it would result in a living space
that is 9’ x ±38’ which is a very impractical size for any type of functional living space.
Additionally, it locates the garage further west into the property severely impacting the
amount of usable building and yard areas.
The proposed garage has been designed as a one-story element with two separate 9-foot wide
doors and acts, as a secondary mass to the rest of the house via a linking element. The north
side of the garage, which fronts West Hopkins is recessed 10’-0” minimum from the front-
most wall of the house along Hopkins and is partially concealed by living space (the
Mudroom). The Residential Design Standards encourage garages to be accessed from alleys,
when alleys exist, and in those conditions the garage need not be located back from the wall
of the house facing the alley. The portion of South Fourth Street fronting the property, while
classified as a street on paper, in reality is much more like an alley than a street. It is not
continuous across Hopkins because it is interrupted by a sidewalk; it is only partially
improved (with gravel); it is only one lot deep and dead ends just south of the property; and
does not posses the sense of streetscape that the Residential Design Standards address.
Given the condition and character of South Fourth Street, and the severe impact that locating
the garage as required by the Design Standards would have on the practical development and
use of the lot, the proposed solution offers a reasonable alternative that is in character with
the intent of the Residential Design Standards and appropriate to South Fourth Street. The
only other property served by this section of Fourth Street also has the garage forward of the
front most wall of the house and is the most visible element of the house from the street.
There are two developments on the same block as the proposed house that do not conform to
the single-family Residential Design Standards requirements because they are multi-family
projects. The Little Ajax Employee Housing project located on the same side of the street as
the subject lot and the proposed redevelopment of the old Boomerang Lodge, directly across
the street from the subject property. Even with the proposed non-conformity, the project
accomplishes the objective of the Residential Design Standards, particularly in context with
the multi-family buildings on the same block.
Please contact me with any questions and thank you for considering our request.
Sincerely,
Luis Menendez, A.I.A.
ATTACHMENT 2 –LAND USE APPLICATION
PROJECT:
TYPE OF APPLICATION: (please check all that apply):
Name:
Location:
(Indicate street address, lot & block number, legal description where appropriate)
Parcel ID # (REQUIRED)
APPLICANT:
Name:
Address:
Phone #:
REPRESENTATIVE:
Name:
Address:
Phone #:
GMQS Exemption Conceptual PUD Temporary Use
GMQS Allotment Final PUD (& PUD Amendment) Text/Map Amendment
Special Review Subdivision Conceptual SPA
ESA – 8040 Greenline, Stream
Margin, Hallam Lake Bluff,
Mountain View Plane
Subdivision Exemption (includes
condominiumization)
Final SPA (& SPA
Amendment)
Commercial Design Review Lot Split Small Lodge Conversion/
Expansion
Residential Design Variance Lot Line Adjustment Other:
Conditional Use
EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.)
PROPOSAL: (description of proposed buildings, uses, modifications, etc.)
Have you attached the following? FEES DUE: $_________
Pre-Application Conference Summary
Attachment #1, Signed Fee Agreement
Response to Attachment #3, Dimensional Requirements Form
Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards
3-D Model for large project
All plans that are larger than 8.5” X 11” must be folded. A disk with an electric copy of all written text
(Microsoft Word Format) must be submitted as part of the application. Large scale projects should include an
electronic 3-D model. Your pre-application conference summary will indicate if you must submit a 3-D model.
ATTACHMENT 3
DIMENSIONAL REQUIREMENTS FORM
Project:
Applicant:
Location:
Zone District:
Lot Size:
Lot Area:
(for the purposes of calculating Floor Area, Lot Area may be reduced for areas
within the high water mark, easements, and steep slopes. Please refer to the
definition of Lot Area in the Municipal Code.)
Commercial net leasable: Existing:__________Proposed:___________________
Number of residential units: Existing:__________Proposed:___________________
Number of bedrooms: Existing:__________Proposed:___________________
Proposed % of demolition (Historic properties only):__________
DIMENSIONS:
Floor Area: Existing:_________Allowable:__________Proposed:________
Principal bldg. height: Existing:_________Allowable:__________Proposed:________
Access. bldg. height: Existing:_________Allowable:__________Proposed:________
On-Site parking: Existing:_________Required:___________Proposed:________
% Site coverage: Existing:_________Required:___________Proposed:________
% Open Space: Existing:_________Required:___________Proposed:________
Front Setback: Existing:_________Required:___________Proposed:________
Rear Setback: Existing:_________Required:___________Proposed:________
Combined F/R: Existing:_________Required:___________Proposed:________
Side Setback: Existing:_________Required:___________Proposed:________
Side Setback: Existing:_________Required:___________Proposed:________
Combined Sides: Existing:_________Required:___________Proposed:________
Distance Between
Buildings
Existing ________Required:__________Proposed:_____
Existing non-conformities or encroachments:___________________________________
_______________________________________________________________________
Variations requested: ______________________________________________________
________________________________________________________________________
ASLU
RDS Variance
501 W Hopkins
273512466002
1
CITY OF ASPEN
PRE-APPLICATION CONFERENCE SUMMARY
PLANNER: Claude Salter, 429-2752 DATE: 12/14/2015
PROJECT: 501 W. Hopkins Avenue
REPRESENTATIVE: Luis Menendez
OWNER:
REQUEST: Residential Design Standard (RDS) Variation
DESCRIPTION:
The applicant requests an administrative residential design variation for a new home to be built at
501 W. Hopkins Avenue. The home will be located on Lot 1 of the Boomerang Lot Split, which is a
7,500 square foot lot, zoned R-6.
The variation request relates to garage placement and Section 26.410.040.C.2.b, which requires
that garages accessed from a public road must be recessed at least 10’ behind the front most
portion of living area along that facade. The subject property is a corner lot and Council Ordinance
#6, Series of 2006 mandated that the garage access come from the S. Fourth Street side of the
property.
A variation from the same RDS standard was previously granted by Planning and Zoning Board.
However, the design has been modified and the same condition of the garage along South Fourth
Streets exists.
Staff will accept an application for administrative review. The following two criteria are used in
determining the appropriateness of a variation:
a. Provide an appropriate design or pattern of development considering the context in which the
development is proposed and the purpose of the particular standard. In evaluating the
context as it is used in the criteria, the reviewing board may consider the relationship of the
proposed development with adjacent structures, the immediate neighborhood setting or a
broader vicinity as the board feels is necessary to determine if the exception is warranted; or
b. Be clearly necessary for reasons of fairness related to unusual site-specific constraints.
If staff cannot support administrative approval, application can be made to the Planning and Zoning
Commission.
Below are links to the Land Use Application form and Land Use Code for your convenience:
Land Use App:
http://www.aspenpitkin.com/Portals/0/docs/City/Comdev/Apps%20and%20Fees/2013%20land%20use%20a
pp%20form.pdf
Below is
2
Land Use Code:
http://www.aspenpitkin.com/Departments/Community-Development/Planning-and-Zoning/Title-26-Land-Use-
Code/
Land Use Code Section(s)
26.304 Common Development Review Procedures
26.410 Residential Design Standards
26.575.020 Calculations and Measurements
Review by: Staff for complete application
Public Hearing: Not required for RDS Variance, unless P&Z review is deemed necessary.
Planning Fees: Planning Deposit – ($650 for 2 hours)
Referral Fees: None
To apply, submit the following information:
Total Deposit: $650.00 (additional planning hours over deposit amount are billed at a rate of
$325/hour.
To apply, submit the following information:
¨ Completed Land Use Application and signed fee agreement.
¨ Pre-application Conference Summary (this document).
¨ Street address and legal description of the parcel on which development is proposed to occur,
consisting of a current (no older than 6 months) certificate from a title insurance company, an
ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing
the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts
and agreements affecting the parcel, and demonstrating the owner’s right to apply for the
Development Application.
¨ Applicant’s name, address and telephone number in a letter signed by the applicant that states the
name, address and telephone number of the representative authorized to act on behalf of the
applicant.
¨ HOA Compliance form (Attached)
¨ A written description of the proposal and an explanation in written, graphic, or model form of how the
proposed development complies with the review standards relevant to the development application
and relevant land use approvals associated with the property.
¨ A site improvement survey (no older than a year from submittal) including topography and
vegetation showing the current status of the parcel certified by a registered land surveyor by
licensed in the State of Colorado.
¨ Written responses to all review criteria.
¨ An 8 1/2” by 11” vicinity map locating the parcel within the City of Aspen.
3
¨ 1 Complete Copy. If the copy is deemed complete by staff, the following items will then need
to be submitted:
¨ 2 Copies of the complete application packet and, if applicable, associated drawings. Number of
copies correlates to referral agencies and review boards.
¨ Total deposit for review of the application.
¨ A digital copy of the application provided in pdf file format.
Disclaimer:
The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on
current zoning, which is subject to change in the future, and upon factual representations that may or may
not be accurate. The summary does not create a legal or vested right.
VICINITY MAP
Property
501 W. Hopkins
Aspen, CO
Legal Description
Lot 1, Boomerang Lot Split Subdivision Exemption Plat
C:\General CADD 10\Gxd\Gxd\29197F.gxd -- 09/11/2013 -- 10:25 AM -- Scale 1 : 120.000
100" TV
jr pool
king
full bunk
queen
full bunk
queen queen
BASEMENT FLOOR PLAN
A-1
BASEMENT FLOOR PLAN
SCALE: 1/8" = 1'-0"1 3,605 Sq ft
ENTERTAINMENT
ROOM
BEDROOM 5
14'-3" x 14'-1"BATH 5
9'-6" x 5'-0"
MECHANICAL
10'-4" x 8'-8"
LAUNDRY
14'-7" x 8'-6"
BEDROOM 4
(bunk room)
12'-8" x 19'-0"
BATH 2
10'-11" x 5'-6"
DN.
ELEC.
4'-0"x8'-11"
W.I.C.
5'-8" x 6'-5"
BEDROOM 3
(guest suite)
18'-8" x 13'-4"
BATH 3
5'-8" x 14'-4"
FITNESS ROOM
14'-7" x 9'-3"
UP
corner
fireplace
WINE WALL
W.I.C.
5'-0" x 7'-3"
steam
shower
BATH 4
12'-7" x 5'-3"
W.I.C.
6'-0" x 5'-3"
STAIR
window
well
BEDROOM 2
13'-9" x 13'-1"
W.I.C.
6'-0" x 5'-0"
BEDROOM 6
14'-3" x 14'-1"
POWDER
7'-4" x 3'-1"
BATH 6
9'-6" x 5'-3"
window
wellBAR
9'-6"x 7'-0"
W.I.C.
9'-5" x 4'-8"
DN.egressegressegressskylight abovewindow
well
window
well
window
well
ELEV.CLOSETCLOSETskylight aboveskylight
above
skylight
above
window
well
N 75º09'11"W 30.00'S 14º50'49"W30.00'50.00'N 75º09'11"W 75.00'S 14º50'49"WN 75º09'11"W 105.00'N 14º50'49"E80.00'10' SETBACK
10' SETBACK
5' SETBACK (GARAGE)8.5' SETBACK14' SETBACK14' SETBACK10' SETBACK
Sheet number:
Sheet title:
Project:
Print Date:
Drawn By:
Issue:Date:Revision:Date:
LM
1/6/16
OLSON HOUSE
501 W. Hopkins
RDS VARIANCE 01-05-16
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
FIRST FLOOR PLAN
A-2
FIRST FLOOR PLAN/SITE PLAN
SCALE: 1/8" = 1'-0"1
bikes
BASEMENT FLOOR AREA:3,605 Sq ft (actual)
IF 10% EXPOSED ABOVE GRADE: 361 (countable)
FIRST FLOOR AREA:2766 sq ft
-375 (garage exemption)
2,391
SECOND FLOOR AREA: 883
TOTAL ACTUAL AREA:7,254 (including garage/sto. = 640)
TOTAL FLOOR AREA:3,635
MAXIMUM ALLOWABLE FLOOR AREA:3,450
ADDED FLOOR AREA THROUGH TDR: 250
TOTAL FLOOR AREA WITH TDR:3,700
EXEMPT DECK AREA = 518
skis & gear wall
OFICE
10'-6" x 11'-10"
ENTRY
ENTRY PORCH
floor
sink
GARAGE
26'-5" x 23'-4"
STAIR
ELEV.
POWDER
8'-0" x 5'-0"
LIVING ROOM
23'-1" x 21'-8"
fireplace
windows above
UP
DN.
DINING ROOM
23'-1" x 12'-0"
MUDROOM
10'-7" x 9'-3"coat hooks & shelfPATIO
window
well
BAR
PANTRY
5'-0" x 5'-0"tall appliancescubbies tv
grillraised linear fire pitwindow
well
window
well
DN.
COATS
5'-2" x 2'-1"
window
well
KITCHEN
19'-3" x 14'-8"
NOOK
19'-3" x 8'-11"
2,766 Sq ft
sod
roof
skylight skylight
lightwell shaft
open to below
and above
roof
roof
window
well
window
well
skylightskylightspa 10'-0" MIN.±16'-0"
F
75.00' R.O.W.
WEST HOPKINS AVENUE
75.66' R.O.W.GRAVEL TRAILFOURTH STREETN 75º09'11"W 30.00'S 14º50'49"W30.00'50.00'N 75º09'11"W 75.00'S 14º50'49"WN 75º09'11"W 105.00'N 14º50'49"E80.00'10' SETBACK
10' SETBACK
5' SETBACK (GARAGE)8.5' SETBACK14' SETBACK14' SETBACK10' SETBACK
Sheet number:
Sheet title:
Project:
Print Date:
Drawn By:
Issue:Date:Revision:Date:
LM
1/6/16
OLSON HOUSE
501 W. Hopkins
RDS VARIANCE 01-05-16
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
SECOND FLOOR PLAN
A-3
SECOND FLOOR PLAN
SCALE: 1/8" = 1'-0"1
MASTER BEDROOM
19'-3" x 14'-7"
M. BATH
18'-9" x 14'-1"
steam
shower
whirlpool
tub
fireplace w/
windows above
WARDROBE
18'-9" x 11'-10"
DECK
19'-3" x 8'-6"
178 Sq ft
883 Sq ft
clerestory windowclerestory window
open to
below
clerestory windowN 75º09'11"W 30.00'S 14º50'49"W30.00'50.00'N 75º09'11"W 75.00'S 14º50'49"WN 75º09'11"W 105.00'N 14º50'49"E80.00'10' SETBACK
10' SETBACK
5' SETBACK (GARAGE)8.5' SETBACK14' SETBACK14' SETBACK10' SETBACK
w/d
ELEV.
DN.
Sheet number:
Sheet title:
Project:
Print Date:
Drawn By:
Issue:Date:Revision:Date:
LM
1/6/16
OLSON HOUSE
501 W. Hopkins
RDS VARIANCE 01-05-16
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: LAM@MenendezArchitects.com
7920
7915
7915
7916
7917
7
9
1
879197920 79157916
79147913
6" ASTM D 3034 PVC @ 1% MIN. GRADE7917
791
679177918 7
9
1
4
7915
7915
SEE SURVEY FOR
BENCHMARK LOCATION
F
SITE PLAN
SCALE: 1" = 10'-0"
1 SITE PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
PROPERTY LINE.
SETBACK LINE.
EDGE OF EXISTING STREET PAVING.
SHADED AREA INDICATES FOOTPRINT OF
STRUCTURE AT GRADE.
CROSS-HATCHING INDICATES ADDITIIONAL
FOOTPRINT OF BASEMENT BELOW GRADE.
PROPOSED ROCK RETAINING WALL, SEE
GRADING/DRAINAGE PLAN, TYPICAL. USE AS
MANY BOULDERS FROM SITE AS FEASIBLE.
ROCK RETAINING WALL (PART OF LOT 2
DEVELOPMENT, SEE LOT 2 GRADING/DRAINAGE
PLANS PLANS).
NEW CONCRETE DRIVEWAY PER CITY
STANDARDS. OBTAIN NECESSARY PERMIT(S).
NEW CULVERT, SEE GRADING/DRAINAGE PLAN.
EXISTING MANHOLE, SEE SURVEY.
EXISTING STREET TREE TO REMAIN, PROTECT AS
NECESSARY, TYPICAL.
PROPOSED 5" THICK REINFORCED COLORED
CONCRETE PAVING WITH EXPOSED AGGREGATE
FINISH ON 4" COMPACTED GRAVEL BASE OVER
COMPACTED (PER SOILS REPORT
RECOMMENDATIONS) SOIL. INSTALL 2" THICK RIGID
INSULATION UNDER CONCRETE IN AREAS OF
SNOWMELT, TYPICAL.
NEW CONTOUR, SEE TO GRADING/DRAINAGE
PLAN, TYPICAL.
EXISTING CONTOUR, SEE TO GRADING/DRAINAGE
PLAN, TYPICAL.
SNOWMELT AREAS OUTSIDE OF PROPERTY MUST
BE ON SEPARATE ZONE FROM REST OF
SNOWMELT ZONE(S).
WINDOW WELL, SEE BUILDING PLANS, TYPICAL.
STONE PAVING OVER REINFORCED 4" THICK
CONCRETE SLAB ON 4" COMPACTED GRAVEL
BASE OVER COMPACTED (PER SOILS REPORT
RECOMMENDATIONS) SOIL. INSTALL 2" THICK RIGID
INSULATION UNDER CONCRETE IN AREAS OF
SNOWMELT, TYPICAL.FROM SIDEWALK TO ENTRY
PORCH.
LOT LINE FROM ORIGINAL SUBDIVISION
(SUPERCEDED BY NEW LOT SPLIT SUBDIVISION
PLAT APPROVAL), SEE SURVEY.
AREA DRAIN, SEE GRADING/DRAINAGE PLAN.
DRYWELL, SEE GRADING/DRAINAGE PLAN,
TYPICAL.
SELF CONTAINED SPA.
SHADING AND SQUARE FOOTAGE NUMBER
INDICATE AREA OF SNOWMELT, SEE SUMMARY
THIS SHEET.
KEYNOTES
75.00'
R
.
O
.
W
.
WEST
H
O
P
K
I
N
S
A
V
E
N
U
E
NOTE:
ARCHITECTURAL ELEVATION 100'-0" = SITE ELEVATION 7920'-4 3/4"
F.O.S. = FACE OF STUD
(NOT
I
M
P
R
O
V
E
D
)
G
O
V
E
R
N
M
E
N
T
L
O
T
1
8
ALLE
Y
CITY
O
F
A
S
P
E
N 75.66' R.O.W.GRAVEL TRAILCONC
.
B
I
K
E
P
A
T
H
FOURTH STREETNEW
2
-
S
T
O
R
Y
O
V
E
R
B
A
S
E
M
E
N
T
SING
L
E
F
A
M
I
L
Y
D
W
E
L
L
I
N
G
501
W
.
H
O
P
K
I
N
S
4
5
5
12
1
1
1
1
2
3
6
8
9
9
10
11
17
1314
16
16
19
20
21
SNOWMELT SUMMARY:
WALKWAY FROM SIDEWALK TO PROPERTY LINE:46 S.F.
WALKWAY FROM PROPERTY LINE TO PORCH: 51
ENTRY PORCH:222
GARAGE APRON: 92
BACKYARD PAVING:258
MASTER BEDROOM DECK: 124
TOTAL SNOWMELT AREA:793 S.F
TOTAL ALLOWED PER ENERGY CALCS:1,240 S.F.
2
222 S.
F
.
51 S.F.
46 S.F
.92 S.F.5
258 S.
F
.
7
16
18
18
18
22
22
22
22
15
6 10'-8"5'-6 1
/
2
"TO F.O.S.TO F.
O
.
S
.
± 17'-
8
1
/
2
"
5'-6 1
/
2
"
17'-3 1
/
2
"
MINIMUM SIDEYARD
SETBACK = 5'-0",
MINIMUM COMBINED
SIDEYARD SETBACK
= 22'-6
5'-1"
TO F.
O
.
S
.10'-2 1/2"1'-2"
5'13'N 75º0
9
'
1
1
"
W
30.00'S 14º50'49"W30.00'50.00'N 75º0
9
'
1
1
"
W
7
5
.
0
0
'S 14º50'49"WN 75º
0
9
'
1
1
"
W
1
0
5
.
0
0
'N 14º50'49"E80.00'10' S
E
T
B
A
C
K
10' S
E
T
B
A
C
K
5' SE
T
B
A
C
K
(
G
A
R
A
G
E
)
Sheet number:
Sheet title:
Project:
Print Date:
Drawn By:
Issue:Date:Revision:Date:
PERMIT 09/13/06
LM
6/20/08
4 1 4 N o r t h M i l l S t r e e t, A s p e n, C o l o r a d o 8 1 6 1 1
970.544.4851
970.544.1915
lma@sopris.net
voice
fax
email
A-00
SITE PLAN
BOOMERANG VACANT PARCEL
LOT 1
04/16/07
08/31/07
CONST.06/20/08
2'-0 3/8"
A
81'-10"
6'-7 1/2"
29'-7"12'-8"10'-0"
E G L M
F I J M
1
2
7
13
1
2
5
6
11
14
11'-6"6'-0"
J
9
K
5'-5 1/2"
H
A
4
81'-10"
27'-0"3'-0"7'-0"3
4
8
12
D K
12'-1"
8'-9 1/2"14'-1 1/2"6'-8"55'-8"4'-9"9'-3"22'-5"11'-2 1/2"1'-4 1/2"7'-2 1/2"57'-10"11'-2 1/2"23'-0"23'-7 1/2"7'-2 1/2"4'-0"6'-0"11'-0 1/2"5'-11 1/2"19'-11"3'-8 1/2"1'-7"9'-4" R.O.1'-2"9'-4" R.O.1'-7"27'-4"6'-0"21'-6"
25'-2"2'-2"
B C
5
10
10
1'-6"2'-8 1/4"
R.O.
1'-2"
1'-4 1/2"1'-4"1'-5"10'-6 3/4" R.O.6'-1 1/4"
R.O.
10"EQ.10"EQ.6'-4"3'-7 1/2"2'-8 1/2"3'-0"3'-0"2'-5 1/2"
3'-8 1/8"5'-3 3/4" R.O.3'-8 1/8"EQ.EQ.
R.O.
3'-0"4'-0"3'-0"
R.O.
1'-5"1'-8 1/2"1'-9"1'-8 5/8"1'-9"1'-8 1/2"1'-5 5/8"
R.O.R.O.R.O.7"2'-8 1/4"R.O.7'-4 1/2"6'-8"2'-7 3/4"6'-7 1/2" R.O.3'-8 1/4"
1'-6 1/2"
4'-2 7/8"2'-0 3/8"3'-5 5/8"2'-0 3/8"3'-5 1/2"2'-0 3/8"4'-2 7/8"
R.O.R.O.R.O.
11 1/4"5"5"3'-8 5/8" R.O.5'-5 3/4"5'-11 5/8" R.O.5'-7"3'-8 5/8" R.O.7'-2 5/8" R.O.
4'-11 1/2"6'-8"10"7'-7"10"6'-1 1/2"15'-5 1/4"11'-10 3/4"5 1/2"4'-6 1/2"10"14'-11"5'-3 1/2"4 1/2"1'-6"10"19'-3"6'-0"2'-0 1/2"3'-10 1/2"5 1/2"1'-6 1/8"5'-3 3/4" R.O.1'-11 5/8"1'-4 1/2"5'-11 5/8" R.O.2'-0"5'-3 3/4" R.O.1'-4 3/4"1'-4 1/2"1'-9 1/2"2'-8 1/4"R.O.1'-0 1/4"3'-11 3/4" R.O.1'-1 1/2"11"5"5"5"1'-0 1/4"4'-5 3/4" R.O.4'-5 3/4" R.O.4'-5 3/4" R.O.5"1/2"3'-6"3'-6"3'-6"3'-6"(VERIF
Y)(VERIF
Y)5 1/2"5 1/2"
5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"
TO 3'-1 1/2"2 3/4"4'-5 3/4" R.O.3'-9"FIRST FLOOR PLAN
A-11
2x4 WOOD STUD (@ 16" O.C.) PARTITION
WALL TYPE LEGEND
KEYNOTES
2x6 WOOD STUD (@ 16" O.C.) PARTITION
2x4 WOOD STUD (@ 16" O.C.) PARTITION, 1"
SPACE, POURED-IN-PLACE CONC. WALL
4" STONE VENEER ON 1" MORTAR BACKING
OVER WOOD FRAMED WALL
SCALE: 1/4" = 1'-0"
FIRST FLOOR PLAN1
DN.
UP
ELEV.
POWDER
OFFICE
DINING
KITCHEN
MUD ROOM
PANTRY
BREAKFAST
LIVING ROOM
GARAGE
ENTRY
ENTRY PORCH
109
107CLOSET
106
105
104
102
101
103
100
1/4" : 1 FT.TYPICAL1/4" : 1 FT.
TYPICAL 1/4" : 1 FT.TYPICAL1/4" : 1 FT.
TYPICAL 1/4" : 1 FT.TYPICAL1/4" : 1 FT.TYPICAL1/4" : 1 FT.TYPICAL1/4" : 1 FT.TYPICAL1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
4" THICK REINFORCED COLORED STAMPED
CONCRETE TOPPING SLAB ON DRAINAGE
COMPOSITE OVER HOT-APPLIED LIQUID
WATERPROOF MEMBRANE ON STRUCTURAL
CONTCRETE DECK (SEE ASSEMBLIES DETAILS).
DASHED LINE INDICATES ROOF OVERHANG
ABOVE, TYPICAL.
MASONRY FIREPLACE WITH GAS LOG SET.
WOOD HANDRAIL COMPLY WITH IRC SECTION
R311.5.6.
WOOD COLUMN WITH STONE PIER.
DASHED LINES INDICATES CHANGE IN CEILING
PLANE.
CHANGE IN FLOORING MATERIAL.
DASHED LINES INDICATES OVERHANGING FLOOR
ABOVE.
WINDOW WELL BELOW.
FREEZE PROOF HYDRANT.
BUILT-IN CUBBIES.
PIPE FOR RADON MITIGATION SYSTEM, EXHAUST
ABOVE ROOF. PROVIDE ELECTRICAL FEED IN ATTIC
FOR POSSIBLE FUTURE IN-LINE EXHAUST FAN.
STONE PAVING ON THICK MORTAR SETTING BED
(4" TOTAL THICKNESS) ON DRAINAGE COMPOSITE
OVER HOT-APPLIED LIQUID WATERPROOF
MEMBRANE ON STRUCTURAL CONTCRETE DECK
(SEE ASSEMBLIES DETAILS).
BUILT-IN SHELVING.
BUILT-IN BARBECUE WITH STONE COUNTERTOP
AND STAINLESS STEEL BASE CABINET; PROVIDE
GAS FEED.
OUTDOOR WOOD BURNING MASONRY FIREPLACE.
CHASE FROM MECHANICAL ROOM.
FLOOR DRAIN.
OPEN GUARDRAIL, COMPLY WITH IRC SECTION
R312.
DECK DRAIN, PIPE TO DRYWELL, TYPICAL OF 4.
DOWNSPOUT, CONNECT TO UNDERGROUND PIPE
AND TERMINATE AT DRYWELL PER CIVIL
DRAWINGS, TYPICAL.
DOUBLE DASHED LINE INDICATES EXPOSED BEAM
ABOVE, TYPICAL.
SELF CONTAINED SPA (MANUFACTURER:
CALDERA, MODEL: ASPIRE . SET ON CONCRETE
PAD (DEPRESS SO THAT TOP OF SPA IS NO MORE
THAN 30" ABOVE GRADE).
5/4 x 5 1/2"" HARDWOOD (IPE) DECKING AROUND
SPA. SET ON TREATED TIMBERS SPACED 16" O.C.
STONE WALL CAP OVER THRU-WALL FLASHING.
FREEZE PROOF HOSE BIB.
STONE PAVING ON MORTAR SETTING BED OVER 3"
THICK CONCRETE SUB-SLAB ON DRAINAGE
COMPOSITE OVER HOT-APPLIED LIQUID
WATERPROOF MEMBRANE ON STRUCTURAL
CONTCRETE DECK (SEE ASSEMBLIES DETAILS
1
1
1
2
2
2
2
2
2
3
4
4
5 5
6
6
6
7
7
8
9
25
9
25
9 25
26
10
10
11
12
13
13
27
27
14
15
16
17
17
18
19
19
4
20
20
20
20
21
21
21
21
22
22
22
23
24
CONSTRUCTION 06/20/08
UP
DS
DS
DSDSDS
DS
DS
DS
DS
S
Sheet number:
Sheet title:
Project:
Print Date:
Drawn By:
Issue:Date:Revision:Date:
PERMIT 09/13/06
LM
12/7/15
715 W. Main Street, Suite 104 Street Aspen, Colorado 81611
970.544.4851
970.544.1915
lma@sopris.net
voice
fax
email
BOOMERANG VACANT PARCEL
LOT 1
04/16/07
ONESTORYTWO-STORY7'-1"
7'-6 1
/
2
"
TO V
E
N
E
E
R
TO F
R
A
M
I
N
G
10'-1 1/2"10'-7"TO VENEERTO FRAMING15'-7"
TO V
E
N
E
E
R
TO F
R
A
M
I
N
G
16'-0
1
/
2
"10'-2"TO FRAMING10'-2"TO FRAMING5'-1 1/2"TO VENEERSITE PLAN
A-1
SITE PLAN
SCALE: 1/8" = 1'-0"1
PROPOSED TW0-STORY
OVER BASEMENT
SINGLE-FAMILY HOUSE
PROPOSED ATTACHED
2-CAR GARAGE OVER
BASEMENT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
PROPERTY LINE.
SETBACK LINE.
EDGE OF EXISTING STREET PAVING.
EXISTING SIDEWALK.
ONE LOT DEEP, DEAD-END GRAVEL STREET.
EXISTING TWO-STORY HOUSE, OVER BASEMENT,
ON ADJOINING PROPERTY.
DASHED LINE INDICATES ROOF OVERHANG
ABOVE, TYPICAL.
CROSS-HATCHING INDICATES ADDITIONAL
FOOTPRINT OF BASEMENT BELOW GRADE.
NEW CONCRETE DRIVEWAY PER CITY
STANDARDS.
DASHED LINE INDICATES SECOND FLOOR
OVERHANG ABOVE, THIS LOCATION ONLY.
EXISTING STREET TREE TO REMAIN, PROTECT AS
NECESSARY, TYPICAL.
NEW CONCRETE PAVING.
EXISTING CONTOUR, SEE SURVEY, TYPICAL.
NEW WINDOW WELL, SEE FLOOR PLANS, TYPICAL.
NEW STONE PAVING OVER CONCRETE SLAB .
NEW GAS FIRE PIT.
KEYNOTES
ENTRY PORCH
PATIO
1
1
1
2
2
2
2
2
2
3
4
5
6
7
7
8
7
7
7
10
9
11
12
15
15
16
13
14
14
14
14
10' S
E
T
B
A
C
K
7915
7915
7920 7913791
4
7
9
1
4
791679167917
7917
791
8791879
1
9
79
2
1
F
75.00'
R
.
O
.
W
.
WEST
H
O
P
K
I
N
S
A
V
E
N
U
E
75.66' R.O.W.GRAVEL TRAILFOURTH STREETN 75º0
9
'
1
1
"
W
30.00'S 14º50'49"W30.00'50.00'N 75º0
9
'
1
1
"
W
7
5
.
0
0
'S 14º50'49"WN 75º0
9
'
1
1
"
W
1
0
5
.
0
0
'N 14º50'49"E80.00'10' S
E
T
B
A
C
K
10' S
E
T
B
A
C
K
5' SE
T
B
A
C
K
(
G
A
R
A
G
E
)7' SETBACK15.5' SETBACK17.5' SETBACKSheet number:
Sheet title:
Project:
Print Date:
Drawn By:
Issue:Date:Revision:Date:
LM
1/24/13
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: lma@sopris.net fax: 970.544.1915
HUCKABEE HOUSE
501 W. HOPKINS AVE.
VARIANCE 01/24/13
bench
5'-7"34'-3"2"23'-10"9'-8"9"2'-1 1/2"9'-3 1/2" R.O.1'-0"9'-3 1/2" R.O.2'-1 1/2"10'-0"16'-0 1/2"7'-2"16'-6"57'-9"7'-6 1/2"
2'-10 3/8"10'-9 1/4"2'-10 3/8"25'-0"10'-0"20'-6"12'-3"15'-0"10'-0"8'-4 3/4"
2'-6 1/2"11'-5"2'-6 1/2"28'-9"10'-0"23'-8"59'-3"5'-2"33'-9 1/2"17'-10 1/2"2'-5"FIRST FLOOR PLAN
A-3
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"1
BREAKFAST
KITCHEN
COVERED
PATIO
DINING ROOM
ENTRY
UP
DN.
UP
LIVING ROOM
MUDROOM
DN.
UTILITY ROOM
kennels (3)
GARAGE
11'-1" x 5'-4"
15'-7" x 18'-0"
17'-0" x 15'-7"
T.O. CONC.
7918.0'
13'-3" x 8'-3"
T.O. CONC.
7917.0'
20'-0" x 24'-7"
T.O. CONC.
7916.0'
10'-0" x 9'-1"
15'-7" x 9'-6"
T.O. CONC. 7916.0'
T.O. SLAB 7915.0'
42" high peninsula
clerestory windows
coat hooks attic access
elec. shade elec. shade
elec. shadeelec. shade
elec. shade
wood
wood
wood
wood
wood
PANTRY
stone
stone
stone
stone
stone
ENTRY PORCH
stone
POWDER
RM. 1
COATS
STAIR
window well
window
well
window
well
window
well
window
well
FOYER WD
N 75º09'11"W 30.00'S 14º50'49"W30.00'50.00'N 75º09'11"W 75.00'S 14º50'49"WN 75º09'11"W 105.00'N 14º50'49"E80.00'10' SETBACK
10' SETBACK
5' SETBACK (GARAGE)7' SETBACK15.5' SETBACK17.5' SETBACKSheet number:
Sheet title:
Project:
Print Date:
Drawn By:
Issue:Date:Revision:Date:
LM
1/24/13
715 W. Main Street, Suite 104 Aspen, Colorado 81611
voice: 970.544.4851 email: lma@sopris.net fax: 970.544.1915
HUCKABEE HOUSE
501 W. HOPKINS
VARIANCE 01/24/13
SOUTH FOURTH STREET STUB
(Fourth Street is not continuous through Hopkins, it is intersected by the sidewalk, and
is only partially improved with gravel surface giving it more of an alley appearance than
a street)
501 W. HOPKINS
(Photo taken from Hopkins looking South. Subject Lot is in the foreground with Shadow
Mountain in the background)
501 W. HOPKINS
(Photo taken from intersection of W. Hopkins Avenue and S. Fourth Street)
431 W. HOPKINS
West Side of Property
(Garage is forward of the front-most wall of the house along 4th Street)
r • �
U.S. SURVEY FOOT
ONE FOOT CONTOURS
CITY OF ASPEN
GPS MONUMENT
NO. 7 EL: 7935.12
\ N "o.
32 -
VICINITY
VICINIT°'Y IAP
CORDING TO COLORADO LAW YOU MUST CO NCE ANY LEGAL
FIIRSTODISCOVERFSUCHCT ®DEFECT.PINTNOIEVENTTMAY ANYAACTION
ANY DEFECT IN THIS PLAT BE COMMENCED MORE THAN TEN
TI1E DATE ` OF THE CERTIFICATION SHOWNHEREON. THE
ION IS VOID If NOT WET STAMPED WITH THE SEAL OF THE
C7`
0)
N
3'F
4'DL
6
1 1 sa
/ yL j
LEGEND AND NOTES
O SURVEY MONUMENT AS DESCRIBED
❑ UTILITY BOX, FOUND UTILITIES IN R.O.W.
SURVEY CONTROL
® WATER VALVE
FIRE HYDRANT
MANHOLE
TITLE INFORMATION FURNISHED BY:
PITKIN COUNTY TITLE, INC.
ORDER NO. PCT20448L2
DATED: APRIL 17, 2006
TREE WITH CALIPER (D-DECIDUOUS,F-CONIFER,DL-DRIPLINE)
CITY OF ASPEN GPS MONUMENT
7915.9 SPOT ELEVATIONS
THIS PROPERTY IS SITUATED IN ZONE 'X` (AREAS DETERMINED TO BE OUTSIDE 500 -YEAR
FLOOD PLAIN) AS SHOWN ON FLOOD INSURANCE RATE MAP PREPARED BY F.E.M.A., FOR
PITKIN COUNTY COLORADO, COMMUNITY -PANEL NUMBER 08097CO203 C, EFFECTIVE
DATE: JUNE 4, 1987
THIS PROPERTY LIES ENTIRELY INSIDE OF THE CITY OF ASPEN MUDFLOW HAZARD
AREA AS DEFINED BY THE CITY OF ASPEN MASTER DRAINAGE PLAN, PROJECT NUMBER 1963,
FIGURE ES -15.
BEARINGS BASED ON THE CITY MONUMENT AT THE NORTHWEST CORNER OF BLOCK 38
AND THE NORTHEAST CORNER OF LOT G, BLOCK 25 (ALUMINIUM DISK LS 25947 IN
FENCE POST) N 75°09'11'W 481.95'.
ZONED: R-6
SETBACKS FRONT 10'
SIDE 5'
REAR 10' FOR PRINCIPAL BUILDINGS, 5' FOR ACCESSORY
BUILDINGS AND THAT PORTION OF A PRINCIPAL
BUILDING USED ONLY AS A GARAGE
SETBACKS AS PLATTED
3' DIAMETER DECIDUOUS TREE WITH 4' DRIPLINE IN R.O.W.
ELEVATIONS BASED ON CITY OF ASPEN GPS CONTROL MONUMENT
NO. 7, ELEV: 7935.12 (1988 DATUM)
SNOW ON GROUND AT TIME OF UPDATE: 01/2016
CITY OF ASPEN
GPS MONUMENT
NO. 6
CERTIFICATION
THE UNDERSIGNED STATES THAT THE PROPERTY DESCRIBED HEREON WAS FIELD SURVEYED
DURING JANUARY OF 2015 AND IS ACCURATE BASED ON THE FIELD EVIDENCE AS
SHOWN, AND THAT THERE ARE NO DISCREPANCIES OF RECORD, BOUNDARY LINE CONFLICTS,
ENCROACHMENTS, EASEMENTS OR RIGHTS OF WAY IN FIELD EVIDENCE OR KNOWN TO ME
EXCEPT AS EREON SHOWN. UNDERGROUND UTILITIES WITH NO ABOVEGROUND APPURTENANCES,
AND D RECORD NOT SUPPLIED TO THE SURVEYOR ARE EXCEPTED. THIS SURVEY
IS T STAMPED WITH THE SEAL OF THE SURVEYOR BELOW. ERROR OF CLOSURE
is ®� fig' 00.
i �6 '.�
40WORTH� ° . . S . 25947
® �tdB®g9
��
CANR
TOPOGRAPHIC/IMPROVEMENT
LOT I
BOOMERANG LOT SPLIT EXEMPTION PLAT, ACCORDING TO THE PLAT THEREOF
RECORDED JUNE 16, 2006 IN PLAT BOOK 79 AT PAGE 70 AS RECEPTION NO. 525370.
CITY OF ASPEN
COUNTY OF PITKIN
STATE OF COLORADO
PREPARED BY
ASPEN SURVEY ENGINEERS
210 SOUTH GALENA STREET
ASPEN, COLORADO 81611
PHONE/FAX {970) 925-3816
WWW.ASPENSURVEYENGiNE-ERS.COM
DATE
Oi/16
INC.
N 7500911 "W 105.00'
e 1
1 1
I10' SETBACK I
1 1
1
1
I ELEV. I
1 1
1 I �
1
WARDROBE open to I
x 11'-10" – ow –
ON.
EJ F-1
1
1
1 1
o O
I -
0 o
r Q o LO
1 I - W Cf)1
1 I M. BATH
3 Ul
O MASTER BEDROOM o I
18'-9" x 14'-1"
0 19'-3" x 14'-7"
co
f^ea ace w/
I widows aoove 1
W i
1
whirlpccl — 10' SETBACK
� 1 I tub
0 steam DECK I
I I shcwer x
1
alerestory window clerestory w ^aow 178 Sa ft
z 1 m l I 5 SETBACK (GARAGE) 1
1 W I
i I 17 7709'11"W 30.00'
I I
1
1 I I
1
I I I
I I I
I I
1 I I V 1
I I I
I Io 00
L – – – – – – – – – – – – J o to
1 r 1 v 1
1 I ❑ i cn
I 10' SETBACK
I
1 1
1 1
N 75009'11 "W 75.00'
On
SECOND FLOOR PLAN
883 Sq ft
SCALE: 1/8" = 1'-O"
MENENDEZ ARCHITECTS P.C.
voice: 970.544.4851 email: LAM@MenendezArchitects.com
715 W. Main Street, Suite 104 Aspen, Colorado 81611
Issue.
RDS VARIANCE
Date:Revision: Date:
01-05-16 A
Project:
OLSON HOUSE
501 W. Hopkins
Sheet title:
SECOND FLOOR PLAN
Drawn By.
LM
Print Date:
Sheet number:
A=3
WEST HOPKINS AVENUE
QD 75.00' R.O.W.
N 75°09'11"W 105.00'
- - � NON 111111 WIN ON NONIONNOWN1111 � � WO
1 1
Ir——————————— , 10'5ETBAGK I
I
1 ( I 1
ENTRY PORC N' MU RO M I Z
I ELEV.'JJ I
window window o: 10 x -3 sod I O
well well ° roof '
I O
1 I lightwell shaft $, _aEl I 1
I open to below
1 I and above
DN.
I I window
well ENTRY I STAIR UP I DN. skis gear wall
floor
1 I _ OFIGE OOA7 sink 1
10'-6" x 11'-10" - x - - - - - - POWDER 1
.=roof. • PANTY &'-O' x 5-O'
I i U 0
1 I u o roof GARAGE m
1 0 window 26'-5" x 23'-4 Ul
DINING ROOM a KITGHEN well
w I I 23'-1" x 12-0" } 19'-3" x 14'-8" a bikes
LJ LJ LJ LILIL:1I
1
1
W 1
1 I IO'SETBACK
b I '
LO 0 - F -NOOK
� �I 19'-3" x 6-11"
z 1 QI BAR 0 s
m m 5' SETBACK (GARAGE) 1
1 WI m
I U11
`6I I N 75°09'11"W 30.00'
1 I ❑ w
6
wI
ndow 1
windo m well BASEMENT FLOOR AREA: 3,605 Sq ft (actual)
I well a IF 10% EXPOSED ABOVE GRADE: 361 (countable)
MNG ROO PATIO I
1 23'-1" x 21'-8" 0FIR5T FLOOR AREA: 2766 sq ft
1 I >-, U 1 -375 (garage exemption)
W
O
FIRST FLOOR PLAN/5175 PLAN
2,766 Sq ft
SCALE: 1/8" = 1'-0"
Li
O
LL
A7
A
MENENDEZ ARCHITECTS P.C.
voice: 970.544.4851 email: LAM@MenendezArchitects.com
715 W. Main Street, Suite 104 Aspen, Colorado 81611
Project:
OLSON HOUSE
501 W. Hopkins
Sheet title:
FIR57 FLOOR PLAN
Drawn By:
LM
Print Date:
Sheet number:
A-2
t
�o
(replace
0)
o
I o
SECOND FLOOR AREA:
883
1 I
skylight
windows above
Fskylight
grill
�t
o M
'q-1
TOTAL ACTUAL AREA:
7,254 (including garage/sto. = 640)
1 I
e e o
U) 1
L
TOTAL FLOOR AREA:
3,635
I
10' SETBACK
spa
I
MAXIMUM ALLOWABLE FLOOR AREA:
3,450
1
1
ADDED FLOOR AREA THROUGH TDR:
250
1
1
TOTAL FLOOR AREA WITH TDR:
3,700
INS OR SO
NON WON ME ME ININ INS 1111 SON 111.
11. NNO
EXEMPT DECK AREA = 516
N 75009'11"W 75.00'
O
FIRST FLOOR PLAN/5175 PLAN
2,766 Sq ft
SCALE: 1/8" = 1'-0"
Li
O
LL
A7
A
MENENDEZ ARCHITECTS P.C.
voice: 970.544.4851 email: LAM@MenendezArchitects.com
715 W. Main Street, Suite 104 Aspen, Colorado 81611
Project:
OLSON HOUSE
501 W. Hopkins
Sheet title:
FIR57 FLOOR PLAN
Drawn By:
LM
Print Date:
Sheet number:
A-2
N 75009'11 "W 105.00'
1 1
1 I
I10' SETBACK I
r— — — — — — — — — — — — — r — — — — — — — 1
1 ,-p--,
I I I I I I I I
STAIR I BATH window window '-11" x 5'-6" ,
well well I
1 IF _ _ queen steam
shower
ENTERTAINMENT BEDROOM 2
I window ROOM LL _ _ _ _ _ _ _ P DE 13-9" x 1314" -0'-x
well
100" -tv UP BATH � 1
8' x 1 _4„
cof�er �r poo + > 1
1 f-erUce DN. ->
BEDROOM 3 o
I _ FITNESS ROOM _ (guest suite) o
LO LO
14'-7'x 0-3" 18' 8" x 13'-4" m 1
ri1
1WINE WALL I m king W
window
C:) 1 w BAR m well
I OU ❑
7
O ------- ----
I
3'-6"x 7-0" 8x6.5
ao----- ❑ 1
W 1 LAUNDRY
14'-7" x 8'-6" w
a� 1 - - - - - 10' SETBACK I
o - - O W.I.C. full bunk 10 1
I __________� ® U 9'-5"x4'$" BEDROOM4 o I
r (bunk room)
ro
z U MECHANICAL-
10-4"
ECHANICAL 5' ELEC. 12'-8" x 19'-O" - SEETBACK GARAG
10'-4" x 8'-8" BATH SETBACK(
)
1 �
W
12'-7'x 5'
aD I fp11 N 75°09'11"W 30.00'
DN. I
I
1
1
1 pr --
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BA5EMEN7 FLOOR PLAN
3,605 Sq ft
SCALE: 1/8" = 1'-0"
MENENDEZ ARCHITECTS P.C.
voice: 970.544.4851 email: LAM@MenendezArchitects.com
715 W. Main Street, Suite 104 Aspen, Colorado 81611
Issue:
RDS VARIANCE
Date:Revision: Date:
01-05-16 A
Project:
OLSON HOUSE
501 W. Hopkins
Sheet tit/e:
BA5EMENT FLOOR PLAN
Drawn By:
LM
Print Date:
Sheet number.
Am
0
0
1
N 7500-017W 75.00
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
On
MENENDEZ ARCHITECTS P.C.
voice: 970.544.4851 email: Ima@sopris.net fax: 970.544.1915
715 W. Main Street, Suite 104 Aspen, Colorado 81611
Issue: Date: Revision: Date:
VARIANCE 01/24/13 A
Project:
HUG<ABEE HOUSE
501 W. HOPQNS
Sheet tit/e:
FIRST FLOOR PLAN
Drawn By:
LM
Print Date:
1/24/13
Sheet number:
SITE PLAN
1 SCALE: 1/8" =1'
MENENDEZ ARCHITECTS P.C.
voice: 970.544.4851 email: Ima@sopris.net fax: 970.544.1915
715 W. Main Street, Suite 104 Aspen, Colorado 81611
KEYNOTES
1 PROPERTY LINE.
2 SETBACK LINE.
3 EDGE OF EXISTING STREET PAVING.
4 EXISTING SIDEWALK.
5 ONE LOT DEEP, DEAD-END GRAVEL STREET.
6 EXISTING TWO-STORY HOUSE, OVER BASEMENT,
ON ADJOINING PROPERTY.
7 DASHED LINE INDICATES ROOF OVERHANG
ABOVE, TYPICAL.
8 CROSS -HATCHING INDICATES ADDITIONAL
FOOTPRINT OF BASEMENT BELOW GRADE.
9 NEW CONCRETE DRIVEWAY PER CITY
STANDARDS.
10 DASHED LINE INDICATES SECOND FLOOR
OVERHANG ABOVE, THIS LOCATION ONLY.
11 EXISTING STREET TREE TO REMAIN, PROTECT AS
NECESSARY, TYPICAL.
12 NEW CONCRETE PAVING.
13 EXISTING CONTOUR, SEE SURVEY, TYPICAL.
14 NEW WINDOW WELL, SEE FLOOR PLANS, TYPICAL.
15 NEW STONE PAVING OVER CONCRETE SLAB.
16 NEW GAS FIRE PIT.
Issue: Date: Revision:
VARIANCE 01/24/13
Project.
HUCKABEE HOUSE
501 W. HOPQNS AVE.
Sheet tit/e:
SITE PLAN
Date:
Drawn By:
LM
Print Date:
1/24/13
Sheet number:
A=1
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1'-6" 2'-81/4" 51/2" 5" 1'-5" 10'-6 3/4" R.O. 6'-1 1/4"
21 R.O. R.O.
10
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FIRST FLOOR PLAN
SCALE: 1/4" = l'-0"
M E N E N D E Z voice 970.544.4851
email Ima@sopris.net
A R C H I T E C T S fax 970.544.1915
715 W. Main Street, Suite 104 Street Aspen, Colorado 81611
WALL TYPE LEGEND
2x4 WOOD STUD (@ 16" O.G.) PARTITION
2x6 WOOD STUD (@ 16" O.G.) PARTITION
7777 4" STONE VENEER ON 1" MORTAR BACKING
OVER WOOD FRAMED WALL
2x4 WOOD STUD (@ 16" O.C.) PARTITION, 7
SPACE, POURED -IN-PLACE CONC. WALL
KEYNOTES
1 4" THICK REINFORCED COLORED STAMPED
CONCRETE TOPPING SLAB ON DRAINAGE
COMPOSITE OVER HOT -APPLIED LIQUID
WATERPROOF MEMBRANE ON STRUCTURAL
CONTGRETE DECK (SEE ASSEMBLIES DETAILS).
2 DASHED LINE INDICATES ROOF OVERHANG
ABOVE, TYPICAL.
3 MASONRY FIREPLACE WITH GAS LOG SET.
4 WOOD HANDRAIL COMPLY WITH IRC SECTION
R311.5.6.
5 WOOD COLUMN WITH STONE PIER.
6 DASHED LINES INDICATES GRANGE IN CEILING
PLANE.
7 CHANGE IN FLOORING MATERIAL.
8 DASHED LINES INDICATES OVERHANGING FLOOR `
ABOVE.
9 WINDOW WELL BELOW.
10 FREEZE PROOF HYDRANT.
11 BUILT-IN CUBBIES.
12 PIPE FOR RADON MITIGATION SYSTEM, EXHAUST
ABOVE ROOF. PROVIDE ELECTRICAL FEED IN ATTIC
FOR POSSIBLE FUTURE IN-LINE EXHAUST FAN.
13 STONE PAVING ON THICK MORTAR SETTING BED
(4" TOTAL THICKNESS) ON DRAINAGE COMPOSITE
OVER HOT -APPLIED LIQUID WATERPROOF
MEMBRANE ON STRUCTURAL CONTCRETE DECK
(SEE ASSEMBLIES DETAILS).
14 BUILT-IN SHELVING.
15 BUILT-IN BARBECUE WITH STONE COUNTERTOP
AND STAINLESS STEEL BASE CABINET; PROVIDE
GAS FEED.
16 OUTDOOR WOOD BURNING MASONRY FIREPLACE.
17 CHASE FROM MECHANICAL ROOM.
18 FLOOR DRAIN.
19 OPEN GUARDRAIL, COMPLY WITH IRC SECTION
8312.
20 DECK DRAIN, PIPE TO DRYWELL, TYPICAL OF 4.
21 DOWNSPOUT, CONNECT TO UNDERGROUND PIPE
AND TERMINATE AT DRYWELL PER CIVIL
DRAWINGS, TYPICAL.
22 DOUBLE DASHED LINE INDICATES EXPOSED BEAM
ABOVE, TYPICAL.
23 SELF CONTAINED SPA (MANUFACTURER:
CALDERA, MODEL: ASPIRE. SET ON CONCRETE
PAD (DEPRESS SO THAT TOP OF SPA 15 NO MORE
THAN 30" ABOVE GRADE).
24 5/4 x 51/2 HARDWOOD (IPE) DECKING AROUND
SPA. SET ON TREATED TIMBERS 5PAGED 16" O.C.
25 STONE WALL GAP OVER THRU-WALL FLASHING.
26 FREEZE PROOF H05E BIB.
27 STONE PAVING ON MORTAR SETTING BED OVER 3"
THICK CONCRETE SUB -SLAB ON DRAINAGE
COMPOSITE OVER HOT -APPLIED LIQUID
WATERPROOF MEMBRANE ON STRUCTURAL
CONTGRETE DECK (SEE ASSEMBLIES DETAILS
Issue: Date: Revision: Date:
PERMIT 09/13/06
FAA
04/16/07
CONSTRUCTION 06/20/08
Project.
BOOMERANG VACANT PARCEL
LOT
Sheet tit/e:
FIRST FLOOR PLAN
Drawn By:
LM
Print Date:
Sheet number:
o
(V
,
O
M
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N
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12
FIRST FLOOR PLAN
SCALE: 1/4" = l'-0"
M E N E N D E Z voice 970.544.4851
email Ima@sopris.net
A R C H I T E C T S fax 970.544.1915
715 W. Main Street, Suite 104 Street Aspen, Colorado 81611
WALL TYPE LEGEND
2x4 WOOD STUD (@ 16" O.G.) PARTITION
2x6 WOOD STUD (@ 16" O.G.) PARTITION
7777 4" STONE VENEER ON 1" MORTAR BACKING
OVER WOOD FRAMED WALL
2x4 WOOD STUD (@ 16" O.C.) PARTITION, 7
SPACE, POURED -IN-PLACE CONC. WALL
KEYNOTES
1 4" THICK REINFORCED COLORED STAMPED
CONCRETE TOPPING SLAB ON DRAINAGE
COMPOSITE OVER HOT -APPLIED LIQUID
WATERPROOF MEMBRANE ON STRUCTURAL
CONTGRETE DECK (SEE ASSEMBLIES DETAILS).
2 DASHED LINE INDICATES ROOF OVERHANG
ABOVE, TYPICAL.
3 MASONRY FIREPLACE WITH GAS LOG SET.
4 WOOD HANDRAIL COMPLY WITH IRC SECTION
R311.5.6.
5 WOOD COLUMN WITH STONE PIER.
6 DASHED LINES INDICATES GRANGE IN CEILING
PLANE.
7 CHANGE IN FLOORING MATERIAL.
8 DASHED LINES INDICATES OVERHANGING FLOOR `
ABOVE.
9 WINDOW WELL BELOW.
10 FREEZE PROOF HYDRANT.
11 BUILT-IN CUBBIES.
12 PIPE FOR RADON MITIGATION SYSTEM, EXHAUST
ABOVE ROOF. PROVIDE ELECTRICAL FEED IN ATTIC
FOR POSSIBLE FUTURE IN-LINE EXHAUST FAN.
13 STONE PAVING ON THICK MORTAR SETTING BED
(4" TOTAL THICKNESS) ON DRAINAGE COMPOSITE
OVER HOT -APPLIED LIQUID WATERPROOF
MEMBRANE ON STRUCTURAL CONTCRETE DECK
(SEE ASSEMBLIES DETAILS).
14 BUILT-IN SHELVING.
15 BUILT-IN BARBECUE WITH STONE COUNTERTOP
AND STAINLESS STEEL BASE CABINET; PROVIDE
GAS FEED.
16 OUTDOOR WOOD BURNING MASONRY FIREPLACE.
17 CHASE FROM MECHANICAL ROOM.
18 FLOOR DRAIN.
19 OPEN GUARDRAIL, COMPLY WITH IRC SECTION
8312.
20 DECK DRAIN, PIPE TO DRYWELL, TYPICAL OF 4.
21 DOWNSPOUT, CONNECT TO UNDERGROUND PIPE
AND TERMINATE AT DRYWELL PER CIVIL
DRAWINGS, TYPICAL.
22 DOUBLE DASHED LINE INDICATES EXPOSED BEAM
ABOVE, TYPICAL.
23 SELF CONTAINED SPA (MANUFACTURER:
CALDERA, MODEL: ASPIRE. SET ON CONCRETE
PAD (DEPRESS SO THAT TOP OF SPA 15 NO MORE
THAN 30" ABOVE GRADE).
24 5/4 x 51/2 HARDWOOD (IPE) DECKING AROUND
SPA. SET ON TREATED TIMBERS 5PAGED 16" O.C.
25 STONE WALL GAP OVER THRU-WALL FLASHING.
26 FREEZE PROOF H05E BIB.
27 STONE PAVING ON MORTAR SETTING BED OVER 3"
THICK CONCRETE SUB -SLAB ON DRAINAGE
COMPOSITE OVER HOT -APPLIED LIQUID
WATERPROOF MEMBRANE ON STRUCTURAL
CONTGRETE DECK (SEE ASSEMBLIES DETAILS
Issue: Date: Revision: Date:
PERMIT 09/13/06
FAA
04/16/07
CONSTRUCTION 06/20/08
Project.
BOOMERANG VACANT PARCEL
LOT
Sheet tit/e:
FIRST FLOOR PLAN
Drawn By:
LM
Print Date:
Sheet number:
SEE SURVEY FOR
BENCHMARK LOCATION
KEYNOTES
1 PROPERTY LINE.
2 SETBACK LINE.
3 EDGE OF EXISTING STREET PAVING.
4 SHADED AREA INDICATES FOOTPRINT OF
STRUCTURE AT GRADE.
5 CROSS -HATCHING INDICATES ADDITIIONAL
FOOTPRINT OF BASEMENT BELOW GRADE.
6 PROPOSED ROCK RETAINING WALL, SEE
GRADING/DRAINAGE PLAN, TYPICAL. USE AS
MANY BOULDERS FROM SITE AS FEASIBLE.
7 ROCK RETAINING WALL (PART OF LOT 2
DEVELOPMENT, SEE LOT 2 GRADING/DRAINAGE
PLANS PLANS).
8 NEW CONCRETE DRIVEWAY PER CITY
STANDARDS. OBTAIN NECESSARY PERMIT(S).
9 NEW CULVERT, SEE GRADING/DRAINAGE PLAN.
10 EXISTING MANHOLE, SEE SURVEY.
11 EXISTING STREET TREE TO REMAIN, PROTECT AS
NECESSARY, TYPICAL.
12 PROPOSED 5" THICK REINFORCED COLORED
CONCRETE PAVING WITH EXPOSED AGGREGATE
FINISH ON 4" COMPACTED GRAVEL BASE OVER
COMPACTED (PER SOILS REPORT
RECOMMENDATIONS) SOIL. INSTALL 2" THICK RIGID
INSULATION UNDER CONCRETE IN AREAS OF
SNOWMELT, TYPICAL.
13 NEW CONTOUR, SEE TO GRADING/DRAINAGE
PLAN, TYPICAL.
14 EXISTING CONTOUR, SEE TO GRADING/DRAINAGE
PLAN, TYPICAL.
15 SNOWMELT AREAS OUTSIDE OF PROPERTY MUST
BE ON SEPARATE ZONE FROM REST OF
SNOWMELT ZONE(S).
16 WINDOW WELL, SEE BUILDING PLANS, TYPICAL.
17 STONE PAVING OVER REINFORCED 4" THICK
CONCRETE SLAB ON 4" COMPACTED GRAVEL
BASE OVER COMPACTED (PER SOILS REPORT
RECOMMENDATIONS) SOIL. INSTALL 2" THICK RIGID
INSULATION UNDER CONCRETE IN AREAS OF
SNOWMELT, TYPIGAL.FROM SIDEWALK TO ENTRY
PORCH.
i8 LOT '_INE FROM ORIGINAL SUBDIVISION
(SUPERGEDED BY NEW LOT SPLIT SUBDIVISION
PLAT APPROVAL), SEE SURVEY.
i9 AREA SRA,\, SEE GRADING/DRA'NAGE P -A\.
20 DRYWELL, SEE GRADING/DRAINAGE PLAN,
TYPICAL.
21 SELF CONTAINED SPA.
22 SHADING AND SQUARE FOOTAGE NUMBER
INDICATE AREA OF SNOWMELT, SEE SUMMARY
THIS SHEET.
Issue: Date:
Revision.
PERMIT 09/13/06
Q
04/16/07
08/31/07
CONST. 06/20/08
Date:
Project.
BOOMERANG VACANT PARCEL
LOT
Sheet tit/e:
SITE PLAN
Drawn By:
LM
Print Date:
6/20/08
Sheet number:
A-00