HomeMy WebLinkAboutApproved RDS Checklist.1045 Cemetery LnResidential Design Standards
Administrative Review
Section 26.410.020.B. of the Land Use Code requires an Administrative Review for compliance with the Residential Design Standards (RDS) for
all residential projects, unless otherwise exempted pursuant to Section 26.410.010.C.
All residential projects affecting the exterior of the building shall submit for RDS Administrative Review prior to building permit submittal. If
exterior work is proposed, and the scope of work meets one of the exemptions listed above, staff shall provide a signed exemption form to be
included in the building permit application.
Review Process:
The Community Development Department staff shall review an application for applicability and compliance with Chapter 26.410, Residential
Design Standards. If the application complies with all applicable standards as written, a signed Checklist and stamped plan set shall be provided
to the applicant to be included with building permit submission.
If the application does not comply with one or more applicable standards, an unsigned Checklist and redlined plan set shall be emailed to the
applicant including comments from staff on which standard(s) the application does not comply with and a description of why the standard(s) is
not compliant. The applicant shall be provided the opportunity to revise and resubmit the design in response to the comments. Staff will keep an
application open for 30 days from the date an unsigned Checklist is emailed to the applicant. If after such time no revisions are submitted, the
application will expire.
Application for RDS Administrative Review:
An application for RDS Administrative Review that DOES NOT require Alternative Compliance (see Page 2) shall be submitted to the Community
Development front desk on a USB drive or emailed to planneroftheday@gmail.com. Applicants will be notified of received application by email
and if additional documents are required. Certain application requirements may be waived by staff depending on the scope of work.
An application for RDS Administrative Review shall include the following documents in digital format:
• Site improvement survey certified by a registered land surveyor (no older than one year from submittal date)
• Proposed Site plan (scaled 24”x36”)
• Proposed Floor plans (scaled 24”x36”)
• Proposed Elevations (scaled 24”x36”)
• Existing Elevations if a remodel (scaled 24”x36”)
• Complete scope of work noting all exterior areas affected by the proposed project
• Complete RDS applicant checklist (attached) addressing how each standard is met with sheet references for each standard
Page 1 of 2
Alternative Compliance or Variation:
Pursuant to 26.410.020.C, projects that do not meet the criteria for Administrative Review or Alternative Compliance (as determined by staff)
may be reviewed by the Planning & Zoning Commission, or HPC if appropriate, at the applicant’s request. An applicant may choose to apply
directly for a Variation from the Planning & Zoning Commission or Historic Preservation Commission, pursuant to Chapter 26.410.020.C.
A pre-application summary will be required for an Alternative Compliance or Variation request.
Application for Alternative Compliance or Variation:
An application for Alternative Compliance or a Variation will require a pre-application summary provided by Community Development staff,
and shall be submitted as a Land Use Application. Required application submittal items shall be outlined in the pre-application summary.
Page 2 of 2
Residential Design Standards
Administrative Review
Residential Design Standards
Administrative Compliance Review Applicant Checklist - Single Family and Duplex
Standard Complies Alternative
Compliance N/A Sheet #(s)/Notes
B.1.Articulation of Building Mass
(Non-flexible)
B.2.Building Orientation
(Flexible)
B.3.Build-to Requirement
(Flexible)
B.4.One Story Element
(Flexible)
C.1.Garage Access
(Non-flexible)
C.2.Garage Placement
(Non-flexible)
C.3.Garage Dimensions
(Flexible)
Instructions: Please fill out the checklist below, marking whether the proposed design complies with the applicable standard as written or is requesting Alternative Compliance (only
permitted for Flexible standards). Also include the sheet #(s) demonstrating the applicable standard. If a standard does not apply, please mark N/A and include in the Notes section why
it does not apply. If Alternative Compliance is requested for a Flexible standard, include in the Notes section how the proposed design meets the intent of the standard(s). Additional
sheets/graphics may be attached.
Disclaimer: This application is only valid for the attached design. If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the
applicant shall be required to apply for a new Administrative Compliance Review.
Address:
Parcel ID:
Zone District/PD:
Representative:
Email:
Phone:
Page 1 of 2
Sophie Varga
Standard Complies Alternative
Compliance N/A Sheet #(s)/Notes
C.4.Garage Door Design
(Flexible)
D.1.Entry Connection
(Non-flexible)
D.2.Door Height
(Flexible)
D.3.Entry Porch
(Flexible)
E.1.Principle Window
(Flexible)
E.2.Window Placement
(Flexible)
E.3.Nonorthogonal Window Limit
(Flexible)
E.4.Lightwell/Stairwell Location
(Flexible)
E.5.Materials
(Flexible)
Disclaimer: This application is only valid for the attached design. If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the
applicant shall be required to apply for a new Administrative Compliance Review.
Page 2 of 2
Residential Design Standards
Administrative Compliance Review Applicant Checklist - Single Family and Duplex
Sophie Varga
UNIT 1UNIT 2
UNIT 1UNIT 2
Scale
Project number
Date
Drawn by
Checked by
Z Group Architecture & Interior Design
411 E Main, Suite 205
Aspen, CO 81611
970.925.1832
1" = 10'-0"
1/
2
5
/
2
0
2
4
1
0
:
0
1
:
2
5
A
M
C-01
Site Plan
2301
House Addition
Val Edgington
October 15, 2023
Author
Checker1" = 10'-0"1 Site Plan
No. Description Date
ROOF EXTENSION
ADDITION
PORCH ADDITION
BEDROOM ADDITION
UNIT WITH SCOPE
OF WORK
NEW ENTRY
PATHWAY
Sophie Varga
25 FOOT SETBACK LINE
10 FOOT SETBACK LINE
REMOVE EXISTING WALL
STRUCTURAL COLUMN TO REMAIN
REMOVE EXISTING SLIDING DOOR
REMOVE EXISTING WINDOW
REMOVE EXISTING INTERIOR WALLS
Scale
Project number
Date
Drawn by
Checked by
Z Group Architecture & Interior Design
411 E Main, Suite 205
Aspen, CO 81611
970.925.1832
1/4" = 1'-0"
1/
2
5
/
2
0
2
4
1
0
:
0
1
:
2
5
A
M
A-01
First Floor -
Existing/Demo
2301
House Addition
Val Edgington
October 15, 2023
WD
Checker
No. Description Date
1/4" = 1'-0"1 First Floor - Existing Demo Sophie Varga
A-041Ea
s
t
E
l
e
v
a
t
i
o
n
A-04
2 South Elevation
A-04
3 North Elevation
172 SF
Bedroom
109
154 SF
Bedroom
110
221 SF
Living Room
105
24 SF
New Storage
103
110 SF
Living/Dining
102
163 SF
Kitchen
104
42 SF
Hall
106
51 SF
Bath
107
33 SF
Bath
108
228 SF
New Bedroom
111
25 FOOT SETBACK LINE
10 FOOT SETBACK LINE
Shed
39 SF
New Entry
101
New Covered
Porch
ROOF LINE ABOVE
UNIT 2
New Covered
Porch
38 SF
New Bath
112
UNIT 1UNIT 2
UNIT 1UNIT 2
EXISTING COLUMN
EXISTING ACCESS HATCH
EQ
EQ
ROOF LINE ABOVE
7' - 6"
ALIGN
ALIGN
11' - 3 1/2"
15
'
-
6
1
/
4
"
+
/
-
19
'
-
4
3
/
4
"
+
/
-
12' - 8"
5'
-
6
"
3
A-05
4
A-05
2
A-05
Cl
o
s
e
t
EXISTING DOOR
TO REMAIN
INFILL EXISTING WINDOW
INFILL EXISTING
SLIDING DOOR
5'
-
0
"
1' - 6"1' - 6"
7' - 6"2' - 0"
Scale
Project number
Date
Drawn by
Checked by
Z Group Architecture & Interior Design
411 E Main, Suite 205
Aspen, CO 81611
970.925.1832
1/4" = 1'-0"
1/
1
3
/
2
0
2
5
5
:
1
2
:
3
7
P
M
A-02
First Floor Plan
2301
House Addition
Val Edgington
October 15, 2023
WD
Checker
1/4" = 1'-0"1 First Floor
No.Description Date
Sophie Varga
A-041Ea
s
t
E
l
e
v
a
t
i
o
n
A-04
2 South Elevation
A-04
3 North Elevation
1
A-05
EXISTING SHED
25 FOOT SETBACK LINE
10 FOOT SETBACK LINE
NEW EXTENSION OF
EXISTING ROOF FRAMING
EXISTING
NEW
UNIT 1UNIT 2
REPAIR/REPLACE
EXISTING ROOF
FRAMING
UNIT 1UNIT 2
.
5/
1
2
.
4/
1
2
.
5/
1
2
5/
1
2
.
.
5/
1
2
5/
1
2
.
5/
1
2
.
5/
1
2
.
.5/12
NEW ROOF
CRICKET BELOW
NEW
EXISTING
NEW MEATL ROOF TO
MATCH EXISTING
3
A-05
4
A-05
2
A-05
Scale
Project number
Date
Drawn by
Checked by
Z Group Architecture & Interior Design
411 E Main, Suite 205
Aspen, CO 81611
970.925.1832
1/4" = 1'-0"
1/
2
5
/
2
0
2
4
1
0
:
0
1
:
2
6
A
M
A-03
Roof Plan
2301
House Addition
Val Edgington
October 15, 2023
WD
Checker
1/4" = 1'-0"1 Roof Plan
No. Description Date
Sophie Varga
WOOD SHAKE SIDING TO
MATCH EXISTING
EXISTING ROOF BEYOND
NEW METAL ROOF TO
MATCH EXISTING
NEW METAL ROOF TO
MATCH EXISTING
EXISTING ENTRYEXISTING EXTERIOR
STUCCO WALL
NEW WINDOWS TO
MATCH EXISTING
NEW EXTERIOR STUCCO
TO MATCH EXISTING
2
A-05
EXISTING
EXISTING WINDOW
NEW COVERED PORCH
MATCH EXISTING METAL ROOF
UNIT 1 UNIT 2
NEW COVERED
ENTRY PORCH
EXISTING ROOF
EXISTING EXTERIOR
STUCCO
NEW EXTERIOR STUCCO
TO MATCH EXISTING
NEW WINDOWS TO
MATCH EXISTING
EXISTING EXTERIOR
DOOR AND STEP
UNIT 1UNIT 2
EXISTING ROOF NEW METAL ROOF
TO MATCH EXISTING
EXISTING EXTERIOR
STUCCO WALL
NEW EXTERIOR STUCCO
TO MATCH EXISTING
EXISTING
3
A-05
4
A-05
EXISTING ROOF
NEW ROOF
NEW LOW-PITCH
ROOF EXTENSION
NEW COVERED
ENTRY
EXISTING ROOF
NEW ROOF
NEW PORCH ROOF
NEW COVERED ENTRY
Scale
Project number
Date
Drawn by
Checked by
Z Group Architecture & Interior Design
411 E Main, Suite 205
Aspen, CO 81611
970.925.1832
1/4" = 1'-0"
1/
1
3
/
2
0
2
5
5
:
1
2
:
3
7
P
M
A-04
Building Elevations
2301
House Addition
Val Edgington
October 15, 2023
WD
Checker
1/4" = 1'-0"1 East Elevation
1/4" = 1'-0"3 North Elevation
1/4" = 1'-0"2 South Elevation
4 3D View from South-East
5 3D View from North-East
No.Description Date
Sophie Varga
EXTENSION OF
EXISTING ROOF
EXISTING BEYOND
EXISTING ROOF
NEW CONC SLAB
ON GRADE
MATCH EXISTING
ROOF SLOPE
NEW METAL ROOF
TO MATCH EXISTING
EXISTING
NEW CONC SLAB ON GRADE
12
5
EXISTING BEYOND
NEW METAL PORCH ROOF
EXISTING BEYOND
NEW CONC SLAB ON GRADE
NEW FOUNDATIONNEW CRAWL SPACE
NEW METAL ROOF TO
MATCH EXISTING
12
5
CL
E
A
R
5'
-
6
"
8'
-
0
"
EXISTING METAL ROOF
NEW METAL ROOF TO
MATCH EXISTING
12
4
12
5
EXISTING FOUNDATIONNEW FOUNDATION
EXISTING CRAWL SPACENEW CRAWL SPACE
8'
-
0
"
NEW GYP BD CEILING
CL
E
A
R
5'
-
6
"
Scale
Project number
Date
Drawn by
Checked by
Z Group Architecture & Interior Design
411 E Main, Suite 205
Aspen, CO 81611
970.925.1832
1/4" = 1'-0"
1/
2
5
/
2
0
2
4
1
0
:
0
1
:
2
7
A
M
A-05
Building Sections
2301
House Addition
Val Edgington
October 15, 2023
WD
Checker
1/4" = 1'-0"1 Building Section @ North Porch
1/4" = 1'-0"2 Building Section @ East Porch
1/4" = 1'-0"3 Building Section @ Bathroom
1/4" = 1'-0"4 Building Section @ Bedroom
No. Description Date
12
'
-
8
"
7'
-
1
0
1
/
2
"
Sophie Varga
X X X X X X X X X X X X X
#4 REBAR #5 REBAR
FENCE
(TYP.)
ASPHALT
(TYP.)
ASPHALT (TYP.)
COMM. PED.
TELE
PED.
#5 REBAR
25'20
'
25
'
B
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10
'
25.6'
253 S.F.±
N 90°00'00" E 204.94'
10' BUILDING SETBACK PER
CITY OF ASPEN LAND USE REG.
26-710-50
CONCRETE
DRIVEWAY
PAVERS
E E
CONCRETE CURB AND GUTTER
13.4' ACCESS EASEMENT
FOR THE BENEFIT OF UNIT 1037
PER SECTION 7(a) OF DECLARATION,
RECEPTION NO. 625129 D
STORMDRAIN
MANHOLE
TRENCH
DRAINS
AC
X
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(TYP.)
#5 REBAR
FOUND FLUSH
TBM EL=7834.75'
GRAVEL
DRIVEWAY
RIDGE=7852.6'
RIDGE=7852.9'
EAVE=7845.6'
EAVE=7846.2'
FF=7837.31'
FF=7837.33'
EAVE=7844.0'
SHED
24.29'2.
3
4
'
12.2
9
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3.16'
20
.
4
5
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37.96'
11
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0
0
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16.90'
18
.
8
9
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21.14'
2.00'
29
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3
'
25.67'
1.32'
37.20'
6.
9
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12.13'
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9.05'
14
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10
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RIM=7836.82'
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BORDER
WATER
SHUTOFF
PINE
16"X22'
PINE
18"X25'
ASPEN
6"X14'
PINE
14"X20'
PINE
14"X20'
PINE
16"X22'
PINE
20"X20'
GAS
METERS
E
ELECTRIC
ELBOW
CONCRETE
PAD
S
1045 CEMETERY LANE
UNIT 1
SINGLE STORY WOOD &
STUCCO FRAME HOUSE
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N
0
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5
6
'
0
0
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W
7
6
.
1
4
'
S
0
3
°
1
4
'
5
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"
E
7
5
.
1
3
'
20
.
5
'
17
.
5
'
19
.
5
'
32.8'
25'X20' ROAD EASEMENT
PLAT BK 3 PG 58
25'
2
5
'
F
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S
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T
B
A
C
K
P
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C
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A
P
&
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R
-
1
5
10' SIDE YARD SETBACK
PER COA P&Z R-15
10' SIDE YARD SETBACK
PER COA P&Z R-15
10'
7837
1045 CEMETERY LANE
UNIT 2
SINGLE STORY WOOD &
STUCCO FRAME HOUSE
CEMPLEX CONDO ASSOC.
1035 CEMETERY LANE
PARCEL NO.
273501322800
RED BUTTE PARK
CITY OF ASPEN
PARCEL NO.
273502400851
ANNA ROSA KNIRLBERGER
1055 CEMETERY LANE
PARCEL NO.
273501305010
10
'
10
'
1
0
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5
8
UNIT
LINE
7836.83'
7836.68'
7836.07'
7835.78'
7835.72'
7836.18'
7836.14'
7835.52'
7836.85'
7836.93'
BASIS
O
F
B
E
A
R
I
N
G
S
N 69°3
1
'
5
0
"
E
214.3
0
'
CO
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W
A
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METER
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E
NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST
DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN
THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE
CERTIFICATION SHOWN HEREON.
ByNO.Date Project NO.RevisionDrawn By:
Checked By:
Date:
Computer File:
P.O. Box 1746
Rifle, CO 81650
Phone (970) 625-1954
Fax (970) 579-7150
www.peaksurveyinginc.com
S
NW
E
P e a k S u r v ey i ng, Inc.
Es t . 2 0 0 7
23041
1 OF 1
VALERIE J. EDGINGTON
CITY OF ASPEN, PITKIN COUNTY, COLORADO
PARTIAL EXISTING CONDITIONS
UNIT 1 R.N.R. CONDOMINIUMS
1045 CEMETERY LANE UNIT #1
SHF
JRN
JUNE 22, 2023
041 .DWG
NOTES:
1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING
SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE. THIS SURVEY WAS PREPARED WITHOUT
THE BENEFIT OF A TITLE COMMITMENT THEREFORE, EXCEPTIONS TO TITLE THAT MAY AFFECT
THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING, INC.
2) THE DATE OF THIS SURVEY WAS JUNE 15, JULY 30, AND OCTOBER 30, 2023.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N69°31'50"E BETWEEN THE
NORTHEASTERLY CORNER OF UNIT 1, A NO.5 REBAR FOUND IN PLACE AND THE
SOUTHWESTERLY CORNER OF UNIT 2, A NO.4 REBAR FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
5) THIS SURVEY IS BASED ON THE R.N.R. CONDOMINIUMS MAP RECORDED FEBRUARY 15, 1970
AS RECEPTION NO. 221926, THE FIRST AMENDED PLAT R.N.R. CONDOMINIUMS RECORDED
FEBRUARY 26, 1990 AS RECEPTION NO. 320333, THE SECOND AMENDED PLAT OF THE R.N.R.
CONDOMINIUMS RECORDED NOVEMBER 05, 1998 AS RECEPTION NO. 424186, AND THE PITKIN
MESA SUBDIVISION PLAT RECORDED DECEMBER 17, 1965 AS RECEPTION NO. 122838,
IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE.
6) ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO
RTVRN NETWORK (1988 DATUM) YIELDING AN ON-SITE ELEVATION OF 7834.75' ON A TBM AS
SHOWN. CONTOUR INTERVAL EQUALS 1 FOOT.
COL O R A D O L I CE
N
S
E
D
P
R
O
F
E
SSIONAL L A N D S U RVEYO
R
JAS O N R . N
E
I
L
37935
PARTIAL EXISTING CONDITIONS
UNITS 1 AND 2, R.N.R. CONDOMINIUMS
ACCORDING TO THE R.N.R. CONDOMINIUMS,
LOT 4 BLOCK 1, PITKIN MESA SUBDIVISION, THEREOF RECORDED FEBRUARY 15, 1970 IN BOOK 8 AT PAGE 82,
THE FIRST AMENDED PLAT THEREOF RECORDED FEBRUARY 26, 1990 IN BOOK 23 AT PAGE 91
AND THE 2ND AMENDED CONDOMINIUM PLAT THEREOF RECORDED NOVEMBER 05, 1998 IN PLAT BOOK 47 AT PAGE 53
CITY OF ASPEN , COUNTY OF PITKIN, STATE OF COLORADO
N
E
S
W
0
30
60
90
120
150
180
210
240
270
300
330
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010 10 20 405
PROPERTY DESCRIPTION
UNITS 1 AND 2, R.N.R. CONDOMINIUMS ACCORDING TO THE R.N.R. CONDOMINIUMS,
LOT 4 BLOCK 1, PITKIN MESA SUBDIVISION, THEREOF RECORDED FEBRUARY 15, 1970 IN BOOK 8 AT PAGE 82,
THE FIRST AMENDED PLAT THEREOF RECORDED FEBRUARY 26, 1990 IN BOOK 23 AT PAGE 91
AND THE 2ND AMENDED CONDOMINIUM PLAT THEREOF RECORDED NOVEMBER 05, 1998 IN PLAT BOOK 47 AT
PAGE 53, CITY OF ASPEN , COUNTY OF PITKIN, STATE OF COLORADO.
SURVEYOR'S STATEMENT:
I, JASON R. NEIL, HEREBY CERTIFY TO VALERIE J. EDGINGTON, THAT I AM A PROFESSIONAL
LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO; THAT THIS
PARTIAL EXISTING CONDITIONS SURVEY IS TRUE, CORRECT AND COMPLETE BASED ON MY
KNOWLEDGE, INFORMATION AND BELIEF AS LAID OUT AND SHOWN HEREON; THAT THIS
PARTIAL EXISTING CONDITIONS SURVEY IS NOT A GUARANTY OR WARRANTY, EITHER
EXPRESSED OR IMPLIED, THAT THIS PARTIAL EXISTING CONDITIONS SURVEY WAS MADE BY
ME FROM AN ACCURATE SURVEY OF THE REAL PROPERTY PERFORMED BY ME OR UNDER MY
DIRECT SUPERVISION ON JUNE 15, JULY 30, AND OCTOBER 30, 2023.
DATED: OCTOBER 31, 2023
BY:___________________________________
JASON R. NEIL, P.L.S. NO. 37935
FOR AND ON BEHALF OF
PEAK SURVEYING, INC.
Sophie Varga
EXISTING EXTERIOR
Sophie Varga