PZC Packet 071613Town of Avon Planning & Zoning Commission
Meeting Agenda
Tuesday, June 18, 2013
Avon Town Council Chambers
AV 0 N Meetings are open to the public
Avon Municipal Building / One Lake Street
Planning Commissioner Refresher Workshop
The Planning Commissioner Refresher Workshop was called to order at 5:15 pm.
II. Call to Order
The meeting was called to order at 7:25 pm.
III. Roll Call
All Commissioners were present with the exception of Commissioners Losa and Bonidy.
IV. Additions & Amendments to the Agenda
There were no amendments to the agenda.
V. Conflicts of Interest
There were no conflicts of interest.
VI. Code Text Amendment — PUBLIC HEARING
Description: Staff has prepared an amendment to AMC Section 7.16.060, Planned Unii
Development, to perform the following changes: 1) Create Minor and Major Amendment
procedures for existing Final PUD zone districts; 2) Remove AMC Section 7.16.020(g) Minor
Amendment; and 3) Add and clarify the applicable review criteria for PUDs.. This
amendment was initiated by the Town Council and PZC's recommendation will be forwarded
to Council for final action after another Public Hearing.
Discussion: Matt Pielsticker presented the proposed code amendments as presented to the
PZC.
Commissioner Minervini asked about process and if a Minor PUD had to be reviewed by
both the PZC and Town Council. Staff responded by discussing the legal procedures for
approving PUD's and the required process currently in place which included both PZC and
Council
Commissioner Minervini further discussed the difference between Minor Amendments
versus Administrative Amendments, as presented in the packet materials.
Commissioner Prince questioned if the Minor Development Plan language would cap the
amount of changes to approved development plans. Jared Barnes responded that as
currently drafted it was open ended, but limiting the changes to a 10% modification in
building height and square footage as is drafted in the Minor Amendment section would add
clarity. There was agreement with adding the 10% language.
Commissioner Struve agreed with Staff's recommended language and suggested additional
language related to a change in the character of the design.
Commissioner dialogue ensued regarding the number of days the PZC or Town Council can
continue a public hearing without the consent of the applicant. Various options were
considered regarding substantial changes to an application, various types of applications
having different review lengths, or at the PZC discretion.
The public hearing portion of the meeting was open and closed due to no comments.
Commissioner Struve recommended 65 days for review after the initial public hearing to
ensure an additional month and 2 regularly scheduled meetings. There was consensus to
adding the additional meeting times after reflecting on other projects.
Action: Commissioner Prince moved to approve Resolution 13-05 with the amendments
discussed during the hearing which include:
1. Section 7.16.020(e) be revised to read, "The PZC or Council may continue a public
hearing on its own initiative for a maximum of sixty-five (65) days after the date of the
initial public hearing without the consent of the applicant."
2. Section 7.16.080(b)(2)(viii) be revised to read, "Modifications to approved development
plans which results in a ten percent (10%) or less increase to lot coverage; ten percent
(10%) or less increase to building height; ten percent (10%) or less increase to the
amount of square footage of a land use or structure and does not result in a change in
the types of uses in the project
3. Section 7.16.080(b)(2) be revised to include an additional romanette which states,
"Modifications to approved development plans which do not change the character of the
approved development plan."
The motion included the following additional findings:
1. Modifications to Section 7.16.080 are to clarify and better define that notion of
modifications in (viii) and (ix).
2. The increase in review time frame is to ensure an additional two regularly scheduled
meetings for all public hearings without the consent of the applicant.
Commissioner Struve seconded the motion and it carried with a 5-0 vote.
VII. Consent Agenda
• June 4, 2013 Draft Meeting Minutes
Action: Commissioner Hardy moved to approve the minutes as amended. Commissioner
Struve seconded the motion and it carried with a 5-0 vote.
VIII. Other Business
• VAA Settlement Update
• Lot 61 Wyndham
• Capital Facilities Planning at next Council Meeting
• ECO Trail from Bob the Bridge to Stonebridge Dr.
• Eagle County GIS IGA
IX. Adjourn
The meeting was adjourned at 8:32 pm.
2
Staff Report - Major Design and Development Plan
July 16, 2013 Planning & Zoning Commission Meeting
Report date July 11, 2013
Project type Residential Construction - Duplex
Legal description Lot 48, Block 3, Wildridge Subdivision
Zoning Planned Unit Development (PUD) - i Units
Address 4730 Wildridge Road East
Prepared By Matt Pielsticker, Senior Planner'
__7
Summary of Requests
The Applicant, Michael Pukas, has submitted a Major Design and Development application for a duplex
structure on Lot 48, Block 3 of the Wildridge Subdivision, also described as 4730 Wildridge Road East
(the Property). The units will measure approximately 3,778 (West Unit) and 3,941 (East Unit) square
feet. The structure will utilize stucco, wood siding, stone, and asphalt shingles as the primary exterior
finishes.
Property Description
The Property measures fifty eight -hundredths (0.58) of an acre or approximately 25,265 square feet
with Wildridge Road East frontage. The topography adjacent to the road is steep due to the road cut, at
or over 40% for the entire frontage. Once above and out of the front setback the existing grades are
more gradual. To the east and north of the property is Tract I, which is a Town of Avon Open Space
tract. Tract I contains US Forest Service Road #7-779, also known as Metcalf Creek Road, which
accesses the White River National Forest and Red and White Road to the north.
The Property has standard setbacks for the Wildridge Subdivision, twenty-five foot (25') front yard and
ten foot (1o') side and rear yard setbacks. The Property also has standard seven and one-half foot (7.5')
easements on the side property lines and a ten foot (1o') easement on the front and rear property lines.
There are three (3) existing mature evergreen trees, and five (5) mature aspen trees bordering the
western property line that were planted in association with the duplex development to the west.
Planning Analysis
Allowed Use and Density: The Property is zoned Planned Unit Development (PUD) with a plat note that
limits the density to two (z) dwelling units in the form of a duplex. The application proposes to
construct a duplex and complies with zoning.
Lot Coverage, Setback and Easements: The applicant is proposing that the lot coverage is sixteen
percent (13%) which complies with the maximum fifty percent (50%) allowed by zoning. The proposed
structure borders the front and side setback on the east side and is within the prescribed setbacks.
Building Height: The maximum building height permitted for this property is thirty-five feet (35'). The
applicant is proposing a maximum building height of thirty-three feet (33').
Parking: The parking requirement for each unit is three (3) on-site parking spaces. The Applicant is
proposing each unit have at least three (3) parking spaces (two (z) in the garages and one (1) in front of
the garages). There is clearly room for two (i) spaces in front of the garages.
July 16, 2013 PZC Meeting — Lot 48, Block 3, WR Duplex Residences
Outdoor Lighting: The Applicant is proposing to use a scone fixture for all exterior lighting. A total of
eleven (11) fixtures will be used around the structure near doorways and on decks. The fixture has
diffused accent panels, and a goo lumen output which complies with the Dark Sky Ordinance. Refer to
Exhibit B for more details on the exterior wall -mounted lights.
Snow Storage: The Applicant is proposing 1,168 SF of snow storage adjacent to the proposed driveway
hammerheads. This area exceeds the minimum requirement of twenty percent (20%) of the driveway
area.
Design Standards Analysis
Landscaping: As mentioned, there are eight (8) existing mature trees that exist on the property. These
threes are on the west side of the property and will be protected and preserved throughout the
construction process and a bonus credit is included for these trees on the landscape plan. The rest of
the existing site is covered with sage brush and service berries.
The proposed landscape plan includes six (6) spruce trees, twenty-two (22) aspen trees, one (1)
mountain ash tree, and nineteen (19) various shrubs. §7.28.05o(e) requires that the Property provide
252 landscape units based on the proposed landscaped area. The applicant is proposing to provide 216
landscape units through the materials discussed above as well as retaining the existing trees for a total
Of 288 units. The Application meets the requirements for landscaped area (a minimum twenty percent
(20%) of the lot area), irrigated area (a maximum of twenty percent (20%) of the landscaped area), and
landscaped units. The bonus for preserving existing trees makes the proposal far exceed the minimum
required.
Two other points on the landscape plan: 1) planting beds line the driveway on either side for perennials,
which double as snow storage areas, and 2) All other areas of the site disturbed during construction will
be reseeded with a native grass mix. The reseeded areas would receive temporary irrigation for
establishment.
Building Materials and Colors: The primary exterior building materials are horizontal wood siding, stucco,
stone base/wainscot, and wood trim around windows. A color/material board will be provided at the
PZC meeting for review at the meeting and colored renderings have been provided as Exhibit C for your
review. The proposed materials and colors appear to meet the requirements of Title 7 of the Municipal
Code.
Roof Material and Pitch: The application is proposing to use asphalt shingles for all roofing. The
proposed roof form consists of pitched roofs with a predominate pitch of eight -to -twelve (8:12) with
four -to -twelve (4:12) above entries.
Review Criteria
§7.16.o8o(f), Development Plan
(1) Evidence of substantial compliance with the purpose of the Development Code as
specified in §7.04.030, Purposes;
(2) Evidence of substantial compliance with the §7.16.ogo, Design Review.
(3) Consistency with the Avon Comprehensive Plan;
(4) Consistency with any previously approved and not revoked subdivision plat, planned
development, or any other precedent plan or land use approval for the property as applicable;
July 16, 2013 PZC Meeting — Lot 48, Block 3, WR Duplex Residences 2
(5) Compliance with all applicable development and design standards set forth in this Code,
including but not limited to the provisions in Chapter 7.20, Zone Districts and Official Zoning Map,
Chapter 7.24, Use Regulations, and Chapter 7.28, Development Standards; and
(6) That the development can be adequately served by city services including but not
limited to roads, water, wastewater, fire protection, and emergency medical services.
§7.16.ogo(f), Design Review
(1) The design relates the development to the character of the surrounding community; or,
where redevelopment is anticipated, relates the development to the character of Avon as a
whole;
(2) The design meets the development and design standards established in this
Development Code; and
(3) The design reflects the long range goals and design criteria from the Avon
Comprehensive Plan and other applicable, adopted plan documents.
Staff Recommendation
Staff recommends approving the Major Design and Development application for a duplex structure on
Lot 48, Block 3, Wildridge Subdivision with the following findings:
1. The proposed application was reviewed pursuant to §7.16.o8o(f), Development Plan, and
§7.16.ogo(f), Design Review, and was determined to be compliant with the review criteria.
2. The Development can be served by city services including but not limited to roads, water,
wastewater, fire protection, and emergency medical services.
Exhibits
A: Vicinity Map
B: Light Fixture Cut Sheet
C: Color Board
D: Reduced Plan Sets
July 16, 2013 PZC Meeting — Lot 48, Block 3, WR Duplex Residences 3
0
Lot 48 Block 3 Wildridge
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This map was pmducedby Me Community Development Department. Useoithismap Feet
should be for general purposes only. To—fAvondoeseotwarrentthe Property Boundaries
accuracy of the dote contained herein. O 50 100
Created by Commundy Development Department
Rev: 2012/07/ 13
Midland Arts`
Exhibit B 0
I Midland Arts
2
Wall Page 66
Features
■ 5 year product warranty
Midland Arts
Pendant Page 258
• Solid metal accent bars
LED Features L®
• Diffuser accent panel creates a three dimensional effect
■ Sealed and gasketed construction
■ Static color (cool white, neutral white or warm white)
• Oven cured no VOC acrylic powder coat
• Modular design allowing replacement of the LED linear source and power supply
■ Fabricated 1/8" thick white acrylic diffuser, Fl rated,
■ Constant current LED technology to protect LEDs from experiencing "over
UV stable, UL -94 HB flame class rated
current" conditions that can cause overheating and premature failure
■ Easy relamping
• Thermally managed within manufacturer specifications to promote long LED life
• Fluorescent, incandescent or low energy, long life LED source
■ No ultraviolet or infrared, alleviating potential damage to art, fabric and materials
• PSX model - use with PS24 Series of 24VDC Class II remote power supplies. Each PS24
• Mercury free LED source reduces impact to waste stream
can power multiple fixtures (see total wattage table) and is available with 0-1 OV analog,
Suggested Variations
Lutron EcoSystem, or DMX -compliant options. System costs are reduced by distributing
the PS24 over multiple fixtures; and low -voltage Class II wiring between the PS24 and
■ Increase or decrease fixture height
connected fixtures simplifies installation. The PS24 is not included with fixtures; order
■ Custom color or material
seperately - see Accessories section
• Add roll bars or rearrange roll bar locations
■ Optional OV -1 OV LED dimming with remote power supply
■ Add perforated metal overlay
• High power factor electronic ballast, 0° F / -18° C starting temperature (fluorescent)
• Horizontal mounting
■ Mounts to standard electrical junction box (by others) with provided hardware
■ Include fused circuit protection
• ETL listed to UL standards (US and Canada) for wet location mounting 4' above grade
• Can accommodate metal halide source up to 70w with remote ballast
800 -788 -VISA VISA LIGHTING
www.visalighting.com An Oldenburg Group Company
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Color Code Required for Painted Finishes
F Model Number J[Wiource Finishes t
Nonr Housing and
Accent Bars Accent Panel
• LCW100O 20F13 OW1130 W
owl 130 • LNW900 20F26 OW1130PSX H
Owl 134 • LWW900 2N40 OW1132 D
Owl 136 OW 1132PSX MC
only
Exhibit B
Dimensions
7-1/4" 084 mm)
16" (406 mm)
5-1/2" 040 mm)
8" (203 mm)
REM
• LCV/1000
XPS W 9-1/4"
(238 mm)
Owl 130PSX • LNW900
(514 mm)
D 6"
Owl 134PSX • LWW900
MC 101/8"
(257 mm)
N40
40wA-19, medium base, INC (120V)
DOwl136PSX
75w A-19, medium base, INC (120V)
Finishes (see
ZPower
Supply is not included. Order separately (see Accessories Section below)
Color Code Required - see color chart
U
Verdigris Patina over Copper
(Painted) (Painted)
• LCW1000 3QF13
• VG
D
Owl 132 • LNW900 2QF26
REM
Remote emergency battery pack for fluorescent; rated for dry
Owl 138 • LWW900 2N75
location, 32° F / 0° C minimum, not available with 347V
N
Owl 140
• LCW1000
Owl 132PSX • LNW900
Owl 138PSX • LWW900
Owl 140PSX
Power Supply is not included. Order separately (see Accessories Section below)
Accessories -
Order Separately (see Technical Reference Section for additional details;
Exhibit B
Dimensions
7-1/4" 084 mm)
16" (406 mm)
5-1/2" 040 mm)
8" (203 mm)
REM
Cool White LED, 4000K (MVOLTI
XPS W 9-1/4"
(238 mm)
H 201/4"
(514 mm)
D 6"
052 mm)
MC 101/8"
(257 mm)
Power Supply for PSX models (order separately) Input Voltage Options Maximum PSX models per Power Supply
PS-24VDC90W01 24VDC 90 waft power supply Specify 120V or 277V • DIM10 Max. units per Max. units per
75' maximum remote distance using 16 AWG wire, 20' maximum distance with DIM10 option XP$ 40w power supply,' 90w power su I
PS-24VDC40W01 24VDC 40 waft power supply
75' maximum remote distance using 16 AWG wire, 20' maximum distance with DIM10 or DIM(EB) option
Line Drawings
Depth is measured from wall to front of fixture
Mounting Center is measured from top of fixture to center of junction box
W = Width H = Height D = Depth MC = Mounting Center
Owl 130 / OWI 132 Owl 134 / Owl 138
oo°
H H
W W
Housing Accent Panel Housing Accent Bar
Owl 136 / Owl 140
H
W
Housing
Specify 120V or 277V • DIM10
• DIM(EB)
XPS
Abbreviation Key
• Indicated Finish or Option is not available with XPS
Source (Voltage)
Specify Voltage or MVOLT
MVOL fixture accepts 120 through 277 input voltage
Owl 130PSX/Owl 134PSX/Owl 136PSX 2 5
Owl132PSX / Owl 138PSX / Owl 140PSX
• LCV/
Cool White LED, 4000K (MVOLTI
• LNW
Neutral White LED, 3500K (MVOLTI
• LWW
Warm White LED, 3000K (MVOLT)
OF13
13w quad, 4 -pin G24q-1 base, FLR (MVOLT; 347V)
QF26
26w quad, 4 -pin G24q-3 base, FLR (MVOLT,• 347V)
N40
40wA-19, medium base, INC (120V)
N75
75w A-19, medium base, INC (120V)
Finishes (see
inside back cover)
(Painted)
Color Code Required - see color chart
• VG
Verdigris Patina over Copper
Options
• DIM(EB)
Lutron Hi-lume ASeries Ecosystem digital dimming driver
• DIM10
LED 0-1 OV dimming driver
REM
Remote emergency battery pack for fluorescent; rated for dry
location, 32° F / 0° C minimum, not available with 347V
XPS
Express 10 day shipping
Door Height = 7'
Ceiling Height = 9'
Silhouette Height = 6'
Photometrics and 3D Modeling
Complete BIM, Google Sketchup, and
Photometric files for these models can be
downloaded from www.visolighting.con
IES File Number LER Report
OW1130.2QF13 32 33723
OW1130-2N40 9
OW1132-2N75 9
Nominal LED Source WattagM
LCW LNW LWW
owl 130 / owl130PSX
OWl 134 / Owl134PSX
Owl 136 Owl136PSX 18
Owl 132 / Owl1329X
OWl 138 / Owl 138PSX
Owl 140 Owl140PSX
rVISA LIGHTING 800 -788 -VISA
IAn Oldenburg Group Company wvvw.visalighting.com
Exhibit C
Lot 48, Block 3, Wildridge Color/Material Board
GENERALNOTES
1. All work shall be ass specified and in accordance with all National,
,
State and Local Codes, Laws, Permits and Ordinances, and shall be
performed to the highest standards of craftsmanship by journeymen of
the appropriate trades.
2. These documents are not intended to include all labor, materials,
equipment, and services required to complete all work described herein.
The General Contractor (G.C.) shall verify all dimensions and site
conditions before starting work.
3. It is the responsibility of the G.C. to bring to the attention of the
Architect any conditions which will not permit construction according to
the intentions of these Contract Documents (CD's), and to notify the
Architect at once if any discrepancies appear in the CD's, or between the
CD's and existing conditions. It is the responsibility of the Architect to
provide details and/or directions regarding design intent where it is altered
by existing conditions or where neglected in the documents.
4. Should a conflict occur in or between drawings and specifications,
the specifications shall take precedence, unless a written decision from
the Architect has been obtained which describes a clarification or
alternate method and/or materials.
5. Dimensions:
A. All dimensions take precedence over scaled dimensions.
B. All plan dimensions are to face of concrete, face of stud,
and center line of column/beam, U.O.N.
C. Floor to floor dimensions are from top of plywood subsurface
to top of plywood subsurface, U.O.N.
D. Verify in field (V.I.F.) all existing conditions dimensions,
locations and site conditions prior to new construction.
6. The G.C. shall submit samples of any materials proposed for
substitution to the architect for review and approval before the work is to
be performed. Work shall conform to the approved samples.
7. The G.C. shall submit required shop drawings to the Architect for
review and approval before the work is to be performed. Work shall
conform to the approved shop drawings.
8. The G.C. shall be responsible for the safety and care of adjacent
properties during construction, for compliance with federal and state
O.S.H.A. regulations, and for the protection of all work until it is delivered
completed to the owner.
9. The G.C. shall verify and coordinate all openings through floors,
ceilings, and walls with all Architectural, Structural, Mechanical,
Plumbing, and Electrical drawings.
10. The job site shall be maintained in a clean, orderly condition, free
of debris and litter, and shall not be unreasonably encumbered. Each
Sub -Contractor shall remove all trash and debris as of result of his/her
operation upon completion of his/her work.
11. The G.C. shall perform all phases of construction such that all new
construction fits flush and seamlessly with adjacent existing conditions,
and shall not endanger any existing conditions or other work.
12. The G.C. shall provide all necessary blocking, backing, and
framing for light fixtures, electrical units, A.C. equipment, recessed
items, and all other items as required.
13. Provide smoke detectors in accordance with the 2003 IRC.
14. All construction, staging, contractor parking and materials storage
shall be confined to the limits of the existing driveway and the immediate
perimeter of the existing building. All activity performed as part of this
project shall be contained on the project property.
15. Changes to these Contract Documents shall be noted in the field
and maintained on-site for the duration of the project for construction
observation.
16. As -built drawings will be provided to the Town prior to the issuance
of a Certificate of Occupancy.
17. Utility meter locations to be approved by utility companies.
18. A standard ERWSD black water meter reader to be located next to
utility meter locations to be read from each driveway.
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GENERAL SITE NOTES
1. The General Contractor shall provide erosion control in
conformance with Town guidelines.
2. The construction limit line is the contract line. Do not disturb any
existing trees or vegetation designated to remain or located outside of the
construction limit line without approval of the Owner and the Town.
3. The General Contractor shall verify existing site information,
including structures, utilities, property lines, limits of roadways, and curbs
and gutters that may affect the scope of work prior to beginning site
construction.
4. Existing utilities are indicated for information only and not intended
to show exact location. The Architect is not responsible for the location of
underground utilities or structures, or anything not shown or detailed and
installed by any other contract. The General Contractor shall locate all
utilities and maintain the location during all phases of the work. The
General Contractor shall be responsible for any damages to utilities or
structures and any injuries therefrom. Restoration of any utilities damaged
by the General Contractor shall be at the General Contractor's expense to
the satisfaction of the Owner.
5. Conform to Eagle River Water and Sanitation District specifications
for sewer construction. Provide sewer cleanout with location to be
reviewed by Town Engineer.
6. The General Contractor shall provide drawings showing proposed
utility service connections for the Engineer's review prior to construction.
7. Road cuts and any other construction in road right-of-way shall
conform to Town guidelines.
8. All compaction shall be in accordance with the Soils Report
prepared by the Geotechnical Engineer.
9. Provide written notification of all discrepancies between existing
and proposed site improvements.
10. Contractor(s) shall take all necessary steps as required to properly
protect and maintain his work for the duration of this contract.
11. These drawings do not specify safety materials, equipment,
methods or sequencing, to protect persons and property. It shall be the
General Contractor's responsibility to direct and implement safety
operations and procedures to protect the Owner, other Contractors, the
public and others.
12. All work shall comply with all applicable codes and ordinances.
13. Contractor(s) shall employ a licensed surveyor to establish all work
lines.
14. Contractor(s) shall stake out all areas, including walks, pavements,
walls, pools and fences and shall obtain the approval of the Architect prior
to proceeding with the work.
15. Conflicts or discrepancies with grades shall be brought to the
attention of the Architect immediately and prior to proceeding with work.
16. All finished grades shall provide for natural runoff of water without
low spots or pockets. Set flow lines accurately and provide a minimum
2.5% gradient unless otherwise notes.
17. Gradually round off tops and toes of all planted slopes, unless
shown otherwise in grading details.
18. Grade away from all buildings at a minimum slope of 10% in
unpaved areas and minimum slope of 2% in paved areas.
19. Cleanouts shall be provided for all changes in lines and/or grade or
the sanitary sewer service.
20. Conform to Town standards for water construction. Maintain 10 feet
minimum separation between water and sewer underground service
pipes. Maintain seven feet minimum cover at underground water service
and associated lines. New curb stops and service lines shall be installed
for each unit. Curb stops shall located on the property line in a spot
approved by the Town Public Works Director.
21. If utility connection points are not known at the time of building
permit submission, locations to be coordinated and approved by Town
and service providers in advance.
ROJECT DIRECTORY
Lot 48 Residences
4730 Wildridge Road East
Parcel No: 1943-352-02-001
Wildridge Subdivision, Lot 48, Block
3
Avon, CO 81620
General Contractor
Reynolds Corporation
Buzz Reynolds
P.O. Box 723
Avon, CO 81620
mobile: (970) 904-4226
e-mail: breyncorp@aol.com
Designer
mpp design shop inc.
Michael Pukas
PO Box 288
95 Willowstone Place
mobile: (970) 390-4931
e-mail:
mcihael@mppdesignshop.com
Civil Engineer
TBD
Land Surveyor
Gore Range Surveying, Inc.
Sam Ecker
PO Box 15
Avon CO 81620
mobile: (970) 376-3154
e-mail: sam@gorerange.net
Structural Engineer
TDB
SHEETINDEX
Site & Building Analysis
Topographic Survey
A1.1
Site Plan
A1.2
Landscape Plan
A2.0
Area Plans
A2.1
Level 1 Plan
A2.2
Level 2 Plan
A2.3
Level 3 Plan
A2.4
Roof Plans
Site & Building Analysis
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Lot Size
.58 Acres / 25,265 sq ft
A3.1
South Elevation
A3.2
West Elevation
Allowable Heighth Limit
35'-0"
A3.3
North Elevation
Front Setback
25'
A3.4
East Elevation
Side Setback
10'
Rear Setback
10'
A4.1
BuildingSections
Zoning
Wildridge
A4.2
Building Sections
Number of Dwelling Units
2
A4.3
Building Sections
Disturbed Area
18,932sgft175% of lot
A4.4
Building Sections
Building Site Coverage
3,357 sq ft
A4.5
Building Sections
Driveway Area
2,991 sq ft
A4.6
Building Sections
Landscaped Area
12,584sgft-66% of disturbed area
Landscaped Units Required 1/50 sq ft
252
Snow Storage Required @ 20%
598 sq ft
Snow Storage Provided
1,168 sq ft
Undisturbed Native Vegetation Area
6,333 sq ft
Parking Spaces Required
East Unit
3
West Unit
3
Parking Spaces Proposed
East Unit
2 covered, 2 surface = 4 total
West Unit
2 covered, 2 surface = 4 total
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FOUND No. s REDAR \ �— / Ly
WITH A RED PLASTIC CAP / / / o C
\ \ ELEVATION = 85890' / (� •� Gi
\ \ \ N
E. 81'0256" 145.44' \ \ \ \ 3 —
PHONE PED \
WITH AFOUND
RED N..5PLASTIC REHAB
CAP
UTILITY & DRAINAGE
EASEMENT
CD 0
\ v v v v v LOT 48 — — — — / SEra ACK / / / v vj / / / / 0�/ C)
\ X \ \ \ \ \ \ \ .58 ACRES / / / / / / \ \/ / / / J: assn se L1.
\ \ \ \ \
4730 WILDRIDGE ROAD WEST / / - \/ / / / /// Q
Q J zO
O
\ \ALUMINUM
/ssss.i� FOUND No. 5 BEHAR
WITH A 1N" ALUMINUM CAP � � � � / / / ELEVATION = 8559.7'
Yo
SLOPE \ \\ \ \ \ \ \ / / / / / // / // SNOW STORAGE MAINTENANCE,DRAINAGENAGE & � O Z
/ o / / / / —/y''� � 0
a_ O `/
f 554.99 O •.
Nom• \ \ \ / / / / / / 00 LTJ
EiP
4 ✓ V \ \ / / / / / / / / v
LIJ
LOT 49 \\\� \
/ / / /
j /554.5<
/
ChB=159.31'11 W
ChL=159.75'
/
INDICATES AN
EVERGREEN TREE
T
/ / / % /
NOTES:
1) DATE OF TOPOGRAPHY: 10/12/2012
2) BASIS OF ELEVATIONS: SEWER MANHOLE MH 0560, RIM ELEV. = 8551.0'
3) 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
O
FROM THE DATE OF CERTIFICATION SHOWN HEREON.
/
\
/ ASPHALT PO
PAN �O
4) GORE RANGE SURVEYING LLC DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO
N
0
INDICATES A
/ /
/ G�
ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS OF WAY OF RECORD. NO TITLE POLICY WAS PROVIDED BY
CLIENT. THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE
N
O
�
DECIDUOUS TREE
/
/
// �O
/ Xssss.zs/ �
RECORD PLAT FOR THE SUBJECT PROPERTY.
�
/
�\ /
�
/
/ %
N
N
o
/
5 VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY.
STCC POST
TWIT ERVICE? j
CROSS—HATCH INDICATES
Z
AREAS IN EXCESS OF 40% SLOPE
SURVEYORS CERTIFICATE
w
/EDGE
I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE
-- /
of ASPHALT
OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY
/
ROADWAY
SLOPE ANALYSIS:
SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE.
/
passz.os
ELECTRIC /
AREA OF LOT = 25,394 50. FT.
O
TRANS.GE
o to zo /� /
i
AREA 40% SLOPE 3,967 SO. FT.
EO
Feb` "-CATV)
> =
PED.
/ / /
AREA < 40% SLOPE = 21,427 SO. FT.
D 'KA
SAMUEL H. ECKER t,#P
N
COLORADO P.L.S. No. 30091 i -'0 4
/
FOR AND ON BEHALF OF os 30091
m
es
CORE RANGE SURVEYING LLC
m� w12�{ }
E MH 0560
! LAKE
J
p
RIM ELEV. = 8551.0'
LOT 50 _ _. ---------- �_`
--_- �= - ,
RIDGE ELEVATION 8601.2
— — — — — RIDGE ELEVATION 8601.4
Q
8600.
RIDGE ELEVATION 8591.5 \a a
i
RIDGE ELEVATION 8593.0
i
9566.5
` \ 8571.2.1 9
8559.5
\\ ,\ BOULDER RETAINING WALL 5°�° /
est RIDGE EL VATION 85925 ` 8580.0 ST
�c a SURFACE 8561. / -- -
Y\" 2
8559.0 - 6561.0 — — — / / / h 6 AR
/ L .-INUM CAF
\ \ \ \ BOULDER RETAINING WALL - i WEST 8558.6 EAST
8560.3
\ SURFACE
`\ 8568.6 8565.0 8559. WEST 2 SURFACE
SURFACE5°/, 1 ITE 111E 'F�iw�.G3_
E
EXISTING TREES TO BE PROTECTED WITH CONSTRUCTION 1 �� — — — �' A F F 1F11i
\ A FENCING DURING EXCAVATION AND CONSTRUCTION RIDGE ELEVATION 8595.0
8560.
� /.
IPA
8557.5
\
ASPHALT DRIVEWAY
8583.1
LOT 49 i - ---- -- --
3\
\ \ I 1 8565.0
/
8555.3 i
8563.0 8554.8-
X\ 554.7 \ —
s560.0 -:8553.1
s ` 8552.5.
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Site Plan
AM
I same 1" = 10'-1'•
1 � _
�
_ _---_ I
D AREAS TO BE
IVE GRASS MIX.
ION TO BE PROVIDED
)NTIL NEW PLANTINGS
STABLISHED.
Planting
Schedule
Quantity
Botanical Nmae
Common Name
Size
Landscape
Total
� M �
Q2�Voc
E^
'U5
Units
Units
Existing Trees
to Remain
= a
3� a
6-
a E
EXISTING 1
Picea pungens'Glauca'
Colorado blue spruce
6'-8'
9
9
EXISTING
Populus tremuloides
Quaking aspen
2.5"-4"
9
9
EXISTING 3
Populus tremuloides
Quaking aspen
2.5"-4"
9
9
EXISTING
Populus tremuloides
Quaking aspen
2,5"-4"
9
9
EXISTING
Populus tremuloides
Quaking aspen
2.5"-4"
9
9
EXISTING 6
Populus tremuloides
Quaking aspen
2.5"_4"
9
9
EXISTING 7
Picea pungens'Glauca'
Colorado blue spruce
6'-8'
9
9
EXISTING 8
Picea pungens'Glauca'
Colorado blue spruce
6'-8'
9
9
Total Exisitng
Units
72
Proposed
Landscape
Plantings
6
Picea pungens'Glauca'
Colorado blue spruce
6'-8'
6
36
22
Populus tremuloides
Quaking aspen
2.5"1"
7
154
1
Sorbus aucuparia
European Mountain Ash
2.5"-3"
7
7
6
Juniperus chinensis'Pfitzerana
Glauca'
Blue pfitzer juniper
5 gal
1
6
2
Hippophae rhamnoides
Common sea buckthorn
5 gal
1
2
3
Buxus microphylla japonica
Japanese boxwood
5 gal
1
3
8
Symphoricarpos albus
Common snowberry
5 gal
1
8
Total
Proposed Units
216
Sub -Total Units
288
Bonus Landscaping Units - 800+ sq ft
native veg. + (8) trees
25%
72
Total Units
test
360
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Landscape Plan
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7771
West Upper Level9-�,
West Main Level
647 SF 1636 SF
\ -------------- L --
L_
East Upper Level
769 SF
n Upper Level Area Plan
J " = 1'-0"
n Main Level Area Plan
Ll 1/8" = 1'-0" East Main Level
1670 SF
EJ
st Garai I
582 SF
- --- ----- --- -
West Lower Lev
913 SF
® East Lower Le
865 SF
n Site Coverage
1`I g"
_1_,
1'-0" Site Coverage
3357 SF n Lower Level Area Plan _ _ _ _ _ _ _
J 1/8" = 1'-0"
East Garage
------- 637 SF
West Unit Area Schedule East Unit Area Schedule Site Coverage
West Garage 582 SF East Garage 637 SF Site Coverage 3357 SF
Grand total 3357 SF
West Lower Level 913 SF East Lower Level 865 SF
West Main Level 1636 SF East Main Level 1670 SF
West Upper Level 647 SF East Upper Level 769 SF
Grand total 3778 SF Grand total 3941 SF
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10 A4., 9 A4., 8 A42 7 A<.z 6 A4.5 5 4 A4.6 3 2 Aas 1
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A2.2
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2 2 g A4.5 5 q A 2 6210 1
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ASPHALT
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2X WOO TRIM—
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— — — — — — — — —I — — — — — — — — — 7 — — — — — — — — — — — — —
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A4.5 2 A4.4
H G F E D C B A
I I I I I I I I
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2X BUILT-UP FASCIA -_
ASPHALT SHINGLES
HORIZONTAL WOOD SIDING—
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IDINGZX WOOD TRIM
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7
!_—T.O. PLYWD @ -1 " I L_G,..' T.O. PLYWD @
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WEST UPPER WEST UPPER
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8583' - 6" - - - — - - - — - - - - - - - -- - - - 8593'-
METAL RAILING W/ WOOD TOP
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WEST GARAGEWEST GARAGE
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North Elevation
A3.3
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I
ASPHALTSHINGLES �r -
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