HomeMy WebLinkAboutExhibit C Application.134 E Bleeker St300 SO SPRING ST | 202 | ASPEN, CO 81611
970.925.2855 | BENDONADAMS.COM
March 30, 2020
Historic Preservation Commission
c/o Aspen City Hall
130 South Galena Street, 3rd Floor
Aspen, CO 81611
Re: 134 East Bleeker Street Minor HPC Review, Temporary “Relocation” to enlarge the
existing basement, and Variations for existing historic shed
Dear HP Staff and HPC,
Please accept this application for Minor Development Review, including a request to excavate the
crawl space underneath the landmark and a request to memorialize the existing location of the
historic barn within the rear and side yard setbacks. 134 East Bleeker Street is a 4,500sf lot located
on the northwest corner of Bleeker and Aspen Streets. The small property contains two historic
resources that were relocated from East Main Street in the 1960s. An existing voluntary ADU, that
is not required to be occupied, is proposed to be removed – the property is proposed to be a single
family home.
Figure 1: Current photographs of 134 East Bleeker Street.
Page 1 of 111
Background
The buildings were constructed between 1886 and 1890 based on Sanborn Maps. According to
Building Department records, the two historic resources at 134 East Bleeker Street were moved in
1962 from 418 East Main Street. Sanborn Maps confirm this information and show that the
relationship between the primary and secondary resources is maintained at 134 East Bleeker
Street – the primary resource faces the street with a front yard setback and the barn is located on
the alley/rear property line. A comparison of the footprints from the 1898 map to the 1904 map
show that the gable end on the east elevation and the front porch were extended during this time.
The shed roof addition to east elevation of the barn (aka carriage house) was added between 1898
and 1904 as well.
A permit was filed in 1970 to add new cedar siding, but it is unclear which structure received new
siding. Photographs show no siding on the barn during construction of the 1990s project.
In 1992 approval was granted to remodel and convert that barn/carriage house into an accessory
dwelling unit. The voluntary ADU received a 134sf floor area bonus and a parking waiver. In 1992,
HPC approved the new addition and exterior changes to the barn including variations for the barn
and the 1990s addition; however, a resolution was never recorded to memorialize the variations
granted to the barn and the 1990s addition.
Revised Proposal
HPC considered the project on March 11th and requested a complete restudy of the original
proposal to remove and replace the non-historic addition. HPC did not support the request for a
parking reduction and dimensional variation and continued the hearing to April. As a result of the
March 11th feedback, we have taken the project in a completely different direction. The proposal
is to work with the existing mass and scale of the non-historic addition and:
Miner’s cabin and 1990s addition
• Update non-historic windows and doors with aluminum clad frames
• Update the non-historic second floor porch facing Aspen Street
• Dig a basement (without a request for setback variations)
• Add required lightwells for egress (without a request for setback variations)
• Paint siding
• Replace asphalt roof with wood shingle
• Temporary shoring to dig basement
• Minor updates to existing landscape
• Memorialize setbacks for existing conditions
o Note: because there was no HPC resolution recorded in 1992 we recommend
clarifying the setback variations for the barn as part of this application.
Historic Barn
• Update non-historic windows and doors with aluminum clad frames
• Paint siding
• Replace asphalt roof with wood shingle
• Remove the garage door, add windows, and remove the curb cut from Aspen Street which
adds an on street parking space.
Page 2 of 111
• Add garage door with matching wood siding that fac es the alley (north) to provide a full-
sized parking space within the historic shed, accessed from alley.
• A full-sized s urface parking space is located adjacent to the shed in the northwest corner
of the property, accessed off the alley.
New street trees are proposed along Aspen Street where the curb cut is currently located (and is
required to be vacated). Existing trees are protected as required by the Parks Department. A
preliminary drainage plan and landscape plan are provided in the application. There are a few
follow up items for staff and monitor – light fixtures and foundation detail – that we are continuing
to work on while we await our hearing. Material samples will be provided at the HPC meeting.
Thank you for reviewing this application. Please reach out if you need additional information to
complete your review.
Sincerely,
Sara Adams, AICP
Exhibits (italics indicate updated exhibits)
A –HP Minor and Existing Conditions Variations Review Criteria
B – Relocation
C – Pre application summary
D – Agreement to Pay
E – Land Use application
F – HOA form
G – Authorization to represent
H – Proof of ownership
I – Vicinity Map
J – Mailing List
K – Streetscape context images
L – Updated drainage report
M – Updated drawing set including stamped survey, renderings
Page 3 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
Exhibit A – Minor HP Review
Variations for Existing Conditions
26.415.060.A Approvals Required. Any development involving properties designated on the aspen
Inventory of Historic Landmark Sites and Structures, as an individual property or located within the
boundaries of a Historic District, unless determined exempt, requires the approval of a development
order and either a certificate of no negative effect or a certificate of appropriateness before a building
permit or any other work authorization will be issued by the City. HPC shall provide referral comments
for major projects to rights of way located within the boundaries of a Historic District.
Response: Applicable Design Guidelines are addressed below:
Streetscape
1.1 All projects shall respect the historic development pattern or context of the block, neighborhood
or district.
• Building footprint and location should reinforce the traditional patterns of the neighborhood.
• Allow for some porosity on a site. In a residential project, setback to setback development is
typically uncharacteristic of the historic context. Do not design a project which leaves no useful
open space visible from the street.
Response – n/a. The miner’s cabin and barn are not proposed to be moved. The existing footprint
reinforces the development patterns in the West End.
1.2 Preserve the system and character of historic streets, alleys, and ditches.
When HPC input is requested, the following bullet points may be applicable.
• Retain and preserve the variety and character found in historic alleys, including retaining
historic ancillary buildings or constructing new ones.
• Retain and preserve the simple character of historic ditches. Do not plant flowers or add
landscape.
• Abandoning or re-routing a street in a historic area is generally discouraged.
• Consider the value of unpaved alleys in residential areas.
• Opening a platted right of way which was abandoned or never graded may be encouraged
on a case by case basis.
Response – The character defining cottonwood street trees are protected, and additional street trees
are proposed as directed by the Parks Department. The new street trees will be located in the right of
way along Aspen Street and will fill in the gap created by the curb cut and driveway (that will be removed
as part of this application).
1.3 Remove driveways or parking areas accessed directly from the street if they were not part of the
original development of the site.
• Do not introduce new curb cuts on streets.
Page 4 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
• Non-historic driveways accessed from the street should be removed if they can be relocated
to the alley.
Response – The non-historic driveway from Aspen street is
proposed to be removed. Access is proposed off the alley.
1.4 Design a new driveway or improve an existing driveway in
a manner that minimizes its visual impact.
• If an alley exists at the site, the new driveway must be
located off it.
• Tracks, gravel, light grey concrete with minimal seams,
or similar materials are appropriate for driveways on
Aspen Victorian properties.
Response – The “driveway” is proposed to be located off the
alley.
1.5 Maintain the historic hierarchy of spaces.
• Reflect the established progression of public to private
spaces from the public sidewalk to a semi-public
walkway, to a semi private entry feature, to private
spaces.
Response – The primary walkway and entrance is from Bleeker
Street to the historic front porch. The existing secondary
walkway from Aspen Street to the property remains.
1.6 Provide a simple walkway running perpendicular from
the street to the front entry on residential projects.
• Meandering walkways are not allowed, except
where it is needed to avoid a tree or is typical of the
period of significance.
• Use paving materials that are similar to those used
historically for the building style and install them in
the manner that they would have been used
historically. For example, on an Aspen Victorian
landmark set flagstone pavers in sand, rather than
in concrete. Light grey concrete, brick or red
sandstone are appropriate private walkway
materials for most landmarks.
• The width of a new entry sidewalk should generally
be three feet or less for residential properties. A
wider sidewalk may be appropriate for an
AspenModern property.
Response – A simple sand set stone paver walkway into the
main entry is proposed from the sidewalk to the front porch.
Figure 1: Existing front walkway.
Figure 2: Detail of proposed front walkway and secondary side
walkway. Note: proposed walkway and dripline in green, and
required sidewalks along both Bleeker and Aspen Streets.
Page 5 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
The existing front walkway (Figure 2) meanders around the large Silver Maple tree – the proposed
walkway is pushed further east to protect the root system.
1.7 Provide positive open space within a project site.
• Ensure that open space on site is meaningful and consolidated into a few large spaces rather
than many small unusable areas.
• Open space should be designed to support and complement the historic building.
Response – Open space is proposed in front of the addition facing Aspen Street. A generous front yard,
greater than the required 10 ft. front setback, is maintained in the proposal.
1.8 Consider stormwater quality needs early in the design process.
• When included in the initial planning for a project, stormwater quality facilities can be better
integrated into the proposal. All landscape plans presented for HPC review must include at
least a preliminary representation of the stormwater design. A more detailed design must be
reviewed and approved by Planning and Engineering prior to building permit submittal.
• Site designs and stormwater management should provide positive drainage away from the
historic landmark, preserve the use of natural drainage and treatment systems of the site,
reduce the generation of additional stormwater runoff, and increase infiltration into the
ground. Stormwater facilities and conveyances located in front of a landmark should have
minimal visual impact when viewed from the public right of way.
• Refer to City Engineering for additional guidance and requirements.
Response – A conceptual drainage plan is included for Engineering review in the application.
1.9 Landscape development on AspenModern landmarks shall be addressed on a case by case basis.
Response – n/a.
1.10 Built-in furnishings, such as water features, fire pits, grills, and hot tubs, that could interfere
with or block views of historic structures are inappropriate.
• Site furnishings that are added to the historic property should not be intrusive or degrade the
integrity of the neighborhood patterns, site, or existing historic landscape.
• Consolidating and screening these elements is preferred.
Response – A landscape plan is included in Exhibit M - built in furnishing are not proposed at this time.
1.11 Preserve and maintain historically significant landscaping on site, particularly landmark trees
and shrubs.
• Retaining historic planting beds and landscape features is encouraged.
• Protect historically significant vegetation during construction to avoid damage. Removal of
damaged, aged, or diseased trees must be approved by the Parks Department.
• If a significant tree must be removed, replace it with the same or similar species in coordination
with the Parks Department.
• The removal of non-historic planting schemes is encouraged.
Page 6 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
• Consider restoring the original landscape if information is available, including original plant
materials.
Response – Mature cottonwood trees that border the streets are protected and preserved. The large
silver maple tree in the front yard is to be protected as per Parks’ comments. Tree removals have been
discussed and preliminarily approved by the Parks Department during a site visit in early January.
1.12 Provide an appropriate context for historic structures. See diagram.
• Simplicity and restraint are required. Do not overplant a site, or install a landscape which is
over textured or overly complex in relationship to the historic resource, particularly in Zone A.
In Zone A, new planting shall be species that were used historically or species of similar
attributes.
• In areas immediately adjacent to the landmark, Zone A and Zone B, plants up 42” in height,
sod, and low shrubs are often appropriate.
• Contemporary planting, walls and other features are not appropriate in Zone A. A more
contemporary landscape may surround new development or be located in the rear of the
property, in Zone C.
• Do not cover areas which were historically unpaved with hard surfaces, except for a limited
patio where appropriate.
• Where residential structures are being adapted to commercial use, proposals to alter the
landscape will be considered on a case-by-case basis. The residential nature of the building
must be honored.
• In the case of a historic landmark lot split, careful consideration should be given so as not to
over plant either property, or remove all evidence of the landscape characteristics from before
the property was divided.
• Contemporary landscapes that highlight an AspenModern architectural style are encouraged.
Response – A simple landscape with traditional plantings is proposed (Exhibit M).
1.13 Additions of plant material to the landscape that could interfere with or block views of historic
structures are inappropriate.
• Low plantings and ground covers are preferred.
• Do not place trees, shrubs, or hedgerows in locations that will obscure, damage, or block
significant architectural features or views to the building. Hedgerows are not allowed as
fences.
• Consider mature canopy size when planting new trees adjacent to historic resources. Planting
trees too close to a landmark may result in building deteriorate or blocked views and is
inappropriate.
• Climbing vines can damage historic structures and are not allowed.
Response – No new planting material is proposed that will damage the historic structures. A detailed
landscape plan with proposed plant species is included in Exhibit M.
Page 7 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
1.14 Minimize the visual impacts of landscape lighting.
• Landscape and pathway lighting is not permitted in Zone A (refer to diagram) on Aspen
Victorian properties unless an exception is approved by HPC based on safety considerations.
• Landscape, driveway, and pathway lighting on AspenModern properties is addressed on a
case-by-case basis.
• Landscape light fixtures should be carefully selected so that they are compatible with the
building, yet recognizable as a product of their own time.
• Driveway lighting is not permitted on Aspen Victorian properties.
• Landscape uplighting is not allowed.
Response – Landscape lighting is not proposed as this time.
1.15 Preserve original fences.
• Fences which are considered part of the historic significance of a site should not be moved,
removed, or inappropriately altered.
• Replace only those portions of a historic fence that are deteriorated beyond repair.
• Replacement elements must match the existing.
Response – The existing fence is not original and is proposed to be removed and replaced with a wood
fence.
1.16 When possible, replicate a missing historic fence based on photographic evidence.
Response – n/a.
1.17 No fence in the front yard is often the most appropriate solution.
• Reserve fences for back yards and behind street facing façades, as the best way to preserve
the character of a property.
Response – n/a.
1.18 When building an entirely new fence, use materials that are appropriate to the building type
and style.
• The new fence should use materials that were used on similar properties during the period of
significance.
• A wood fence is the appropriate solution in most locations.
• Ornate fences, including wrought iron, may create a false history are not appropriate for Aspen
Victorian landmarks unless there is evidence that a decorative fence historically existed on the
site.
• A modest wire fence was common locally in the early 1900s and is appropriate for Aspen
Victorian properties. This fence type has many desirable characteristics including
transparency, a low height, and a simple design. When this material is used, posts should be
simply detailed and not oversized.
Response – A simple wood fence is proposed with horizontal slats.
Page 8 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
1.19 A new fence should have a transparent quality, allowing views
into the yard from the street.
• A fence that defines a front yard must be low in height and
transparent in nature.
• For a picket fence, spacing between the pickets must be a
minimum of 1/2 the width of the picket.
• For Post-WWII properties where a more solid type of fence
may be historically appropriate, proposals will be reviewed
on a case-by-case basis.
• Fence columns or piers should be proportional to the fence
segment.
Response – The fence will be 42” in height and will meet the spacing
requirements outlined in guideline 1.19. An inspiration image is at
right and more details and dimensions will be provided prior to the
HPC meeting.
1.20 Any fence taller than 42” should be designed so that it avoids
blocking public views of important features of a designated
building.
• A privacy fence should incorporate transparent elements to minimize the possible visual
impacts. Consider staggering the fence boards on either side of the fence rail. This will give
the appearance of a solid plank fence when seen head on. Also consider using lattice, or other
transparent detailing on the upper portions of the fence.
• A privacy fence should allow the building corners and any important architectural features that
are visible from the street to continue to be viewed.
• All hedgerows (trees, shrub bushes, etc.) are prohibited in Zones A and B.
Response – n/a.
1.21 Preserve original retaining walls
• Replace only those portions that are deteriorated beyond repair. Any replacement materials
should match the original in color, texture, size and finish.
• Painting or covering a historic masonry retaining wall or covering is not allowed.
• Increasing the height of a retaining wall is inappropriate.
Response – n/a.
1.22 When a new retaining wall is necessary, its height and visibility should be minimized.
• All wall materials, including veneer and mortar, will be reviewed on a case by case basis and
should be compatible with the palette used on the historic structure.
Response – n/a.
Figure 3: Inspiration image of fence. Note:
fence will be 42” tall and will meet spacing
requirements to be transparent in nature.
Page 9 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
1.23 Re-grading the site in a manner that changes historic grade is generally not allowed and will be
reviewed on a case by case basis.
Response – The historic buildings are proposed to maintain grade similar to existing conditions.
1.24 Preserve historically significant landscapes with few or no alterations.
• An analysis of the historic landscape and an assessment of the current condition of the
landscape should be done before the beginning of any project.
• The key features of the historic landscape and its overall design intent must be preserved.
Response – The character defining cottonwood street trees are preserved and protected.
1.25 New development on these sites should respect the historic design of the landscape and its built
features.
• Do not add features that damage the integrity of the historic landscape.
• Maintain the existing pattern of setbacks and siting of structures.
• Maintain the historic relationship of the built landscape to natural features on the site.
• All additions to these landscapes must be clearly identifiable as recent work.
• New artwork must be subordinate to the designed landscape in terms of placement, height,
material, and overall appearance. Place new art away from significant landscape features.
• Avoid installing utility trenches in cultural landscapes if possible.
Response – The simple historic design of the landscape is maintained in the proposal. Setbacks are
unchanged and significant trees are protected.
1.26 Preserve the historic circulation system.
• Minimize the impact of new vehicular circulation.
• Minimize the visual impact of new parking.
• Maintain the separation of pedestrian and vehicle which occurred historically.
Response – Parking is located off the alley in the garage.
1.27 Preserve and maintain significant landscaping on site.
• Protect established vegetation during any construction.
• If any tree or shrub needs to be removed, replace it with the same or similar species.
• New planting should be of a species used historically or a similar species.
• Maintain and preserve any gardens and/or ornamental planting on the site.
• Maintain and preserve any historic landscape elements.
Response – Important trees are to be preserved and protected as per Parks’ comments during the
January 7, 2020 site visit.
Page 10 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
Restoration
Materials
2.1 Preserve original building materials.
• Do not remove siding that is in good condition or that can be repaired in place.
• Masonry features that define the overall historic character, such as walls, cornices, pediments,
steps and foundations, should be preserved.
• Avoid rebuilding a major portion of an exterior wall that could be repaired in place.
Reconstruction may result in a building which no longer retains its historic integrity.
• Original AspenModern materials may be replaced in kind if it has been determined that the
weathering detracts from the original design intent or philosophy.
2.2 The finish of materials should be as it would have existed historically.
• Masonry naturally has a water-protective layer to protect it from the elements. Brick or stone
that was not historically painted shall not be painted.
• If masonry that was not painted historically was given a coat of paint at some more recent
time, consider removing it, using appropriate methods.
• Wood should be painted, stained or natural, as appropriate to the style and history of the
building.
2.3 Match the original material in composition, scale and finish when replacing materials on primary
surfaces.
• If the original material is wood clapboard for example, then the replacement material must be
wood as well. It should match the original in size, and the amount of exposed lap and finish.
• Replace only the amount required. If a few boards are damaged beyond repair, then only those
should be replaced, not the entire wall. For AspenModern buildings, sometimes the
replacement of a larger area is required to preserve the integrity of the design intent.
2.4 Do not use synthetic materials as replacements for original building materials.
• Original building materials such as wood siding and brick should not be replaced with synthetic
materials.
2.5 Covering original building materials with new materials is inappropriate.
• Regardless of their character, new materials obscure the original, historically significant
material.
• Any material that covers historic materials may also trap moisture between the two layers.
This will cause accelerated deterioration to the historic material which may go unnoticed.
Page 11 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
2.6 Remove layers that cover the original material.
• Once the non-historic siding is removed, repair
the original, underlying material.
Response – The barn siding was removed and replaced
during the 1990s remodel based on photographs found in
a closet in the house (see photo at right). The existing
siding is not proposed to be replaced; however, a new
opening for the garage door is proposed facing the alley.
Windows
3.1 Preserve the functional and decorative features of a
historic window.
• Features important to the character of a window
include its frame, sash, muntins/mullions, sills,
heads, jambs, moldings, operations, and
groupings of windows.
• Repair frames and sashes rather than replacing
them.
• Preserve the original glass. If original Victorian
era glass is broken, consider using restoration
glass for the repair.
3.2 Preserve the position, number, and arrangement of historic windows in a building wall.
• Enclosing a historic window is inappropriate.
• Do not change the size of an original window opening.
3.3 Match a replacement window to the original in its design.
• If the original is double-hung, then the replacement window must also be double-hung. If the
sash have divided lights, match that characteristic as well.
3.4 When replacing an original window, use materials that are the same as the original.
3.5 Preserve the size and proportion of a historic window opening.
• Changing the window opening is not permitted.
• Consider restoring an original window opening that was enclosed in the past.
3.6 Match, as closely as possible, the profile of the sash and its components to that of the original
window.
Figure 4: 1990s remodel photograph of barn.
Page 12 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
• A historic window often has a complex profile. Within the window’s casing, the sash steps back
to the plane of the glazing (glass) in several increments. These increments, which individually
only measure in eighths or quarters of inches, are important details. They distinguish the actual
window from the surrounding plane of the wall.
• The historic profile on AspenModern properties is typically minimal.
3.7 Adding new openings on a historic structure is generally not allowed.
• Greater flexibility in installing new windows may be considered on rear or secondary walls.
• New windows should be similar in scale to the historic openings on the building, but should in
some way be distinguishable as new, through the use of somewhat different detailing, etc.
• Preserve the historic ratio of window openings to solid wall on a façade.
• Significantly increasing the amount of glass on a character defining façade will negatively affect
the integrity of a structure.
3.8 Use a storm window to enhance energy conservation rather than replace a historic window.
• Install a storm window on the interior, when feasible. This will allow the character of the original
window to be seen from the public way.
• If a storm window is to be installed on the exterior, match the sash design and material of the
original window. It should fit tightly within the window opening without the need for sub-
frames or panning around the perimeter. A storm window should not include muntins unless
necessary for structure. Any muntin should be placed to match horizontal or vertical divisions
of the historic window.
Response – All historic windows in the historic house are proposed to remain. New aluminum clad windows
are proposed to replace non-historic windows. A new opening is proposed in the barn to provide access to
the parking space. The garage door will have a ~6 inch inset, similar to a traditional garage roll door. The
door material will match the horizontal wood siding of the barn.
Doors
4.1 Preserve historically significant doors.
• Maintain features important to the character of a historic doorway. These include the door,
door frame, screen door, threshold, glass panes, paneling, hardware, detailing, transoms and
flanking sidelights.
• Do not change the position and function of original front doors and primary entrances.
• If a secondary entrance must be sealed shut, any work that is done must be reversible so that
the door can be used at a later time, if necessary. Also, keep the door in place, in its historic
position.
• Previously enclosed original doors should be reopened when possible.
4.2 Maintain the original size of a door and its opening.
• Altering its size and shape is inappropriate. It should not be widened or raised in height.
Page 13 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
4.3 When a historic door or screen door is damaged, repair it and maintain its general historic
appearance.
4.4 When replacing a door or screen door, use a design that has an appearance similar to the original
door or a door associated with the style of the building.
• A replica of the original, if evidence exists, is the preferred replacement.
• A historic door or screen door from a similar building also may be considered.
• Simple paneled doors were typical for Aspen Victorian properties.
• Very ornate doors, including stained or leaded glass, are discouraged, unless photographic
evidence can support their use.
4.5 Adding new doors on a historic building is generally not allowed.
• Place new doors in any proposed addition rather than altering the historic resource.
• Greater flexibility in installing a door in a new location may be considered on rear or secondary
walls.
• A new door in a new location should be similar in scale and style to historic openings on the
building and should be a product of its own time.
• Preserve the historic ratio of openings to solid wall on a façade. Significantly increasing the
openings on a character defining façade negatively affects the integrity of a structure.
4.6 If energy conservation and heat loss are concerns, use a storm door instead of replacing a historic
entry door.
• Match the material, frame design, character, and color of the primary door.
• Simple features that do not detract from the historic entry door are appropriate for a new
storm door.
• New screen doors should be in character with the primary door.
4.7 Preserve historic hardware.
• When new hardware is needed, it must be in scale with the door and appropriate to the style
of the building.
• On Aspen Victorian properties, conceal any modern elements
such as entry key pads.
Response – Original doors and hardware are preserved on both historic landmarks.
Figure 1: Historic side door.
Page 14 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
Porch
5.1 Preserve an original porch or balcony.
• Replace missing posts and railings when necessary. Match the original proportions, material
and spacing of balusters.
• Expanding the size of a historic porch or balcony is inappropriate.
5.2 Avoid removing or covering historic materials and details.
• Removing an original balustrade, for example, is inappropriate.
5.3 Enclosing a porch or balcony is not appropriate.
• Reopening an enclosed porch or balcony is appropriate.
5.4 If reconstruction is necessary, match the original in form, character and detail.
• Match original materials.
• When reconstructing an original porch or balcony without historic photographs, use
dimensions and characteristics found on comparable buildings. Keep style and form simple
with minimal, if any, decorative elements.
5.5 If new steps are to be added, construct them out of the same primary materials used on the
original, and design them to be in scale with the porch or balcony
• Steps should be located in the original location.
• Step width should relate to the scale of entry doors, spacing between posts, depth of deck, etc.
• Brick, red sandstone, grey concrete, or wood are appropriate materials for steps.
5.6 Avoid adding handrails or guardrails where they did not exist historically, particularly where
visible from the street.
• If handrails or guardrails are needed according to building code, keep their design simple in
character and different from the historic detailing on the porch or balcony.
Response – The historic front porch on the miner’s cabin is not proposed to change.
Architectural Details
6.1 Preserve significant architectural features.
• Repair only those features that are deteriorated.
• Patch, piece-in, splice, or consolidate to repair the existing materials, using recognized
preservation methods whenever possible.
• On AspenModern properties, repair is preferred, however, it may be more important to
preserve the integrity of the original design intent, such as crisp edges, rather than to retain
heavily deteriorated material.
Page 15 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
6.2 When disassembly of a historic element is necessary for its restoration, use methods that minimize
damage to the original material.
• Document its location so it may be repositioned accurately. Always devise methods of
replacing the disassembled material in its original configuration.
6.3 Remove only the portion of the detail that is deteriorated and must be replaced.
• Match the original in composition, scale, and finish when replacing materials or features.
• If the original detail was made of wood, for example, then the replacement material should be
wood, when feasible. It should match the original in size and finish.
6.4 Repair or replacement of missing or deteriorated features are required to be based on original
designs.
• The design should be substantiated by physical or pictorial evidence to avoid creating a
misrepresentation of the building’s heritage.
• When reconstruction of an element is impossible because there is no historical evidence,
develop a compatible new design that is a simplified interpretation of the original, and
maintains similar scale, proportion and material.
6.5 Do not guess at “historic” designs for replacement parts.
• Where scars on the exterior suggest that architectural features existed, but there is no other
physical or photographic evidence, then new features may be designed that are similar in
character to related buildings.
• Using ornate materials on a building or adding new conjectural detailing for which there is
no documentation is inappropriate.
Response – Architectural details will be repaired as needed.
Roof
7.1 Preserve the original form of a roof.
• Do not alter the angle of a historic roof. Preserve the orientation and slope of the roof as seen
from the street.
• Retain and repair original and decorative roof detailing.
• Where the original roof form has been altered, consider restoration.
7.2 Preserve the original eave depth.
• Overhangs contribute to the scale and detailing of a historic resource.
• AspenModern properties typically have very deep or extremely minimal overhangs that are key
character defining features of the architectural style.
Page 16 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
7.3 Minimize the visual impacts of skylights and other rooftop devices.
• Skylights and solar panels are generally not allowed on a historic structure. These elements
may be appropriate on an addition.
7.4 New vents should be minimized, carefully, placed and painted a dark color.
• Direct vents for fireplaces are generally not permitted to be added on historic structures.
• Locate vents on non-street facing facades.
• Use historic chimneys as chases for new flues when possible.
7.5 Preserve original chimneys, even if they are made non-functional.
• Reconstruct a missing chimney when documentation exists.
7.6 A new dormer should remain subordinate to the historic roof in scale and character.
• A new dormer is not appropriate on a primary, character defining façade.
• A new dormer should fit within the existing wall plane. It should be lower than the ridgeline
and set in from the eave. It should also be in proportion with the building.
• The mass and scale of a dormer addition must be subordinate to the scale of the historic
building.
• While dormers improve the livability of upper floor spaces where low plate heights exist, they
also complicate the roof and may not be appropriate on very simple structures.
• Dormers are not generally not permitted on AspenModern properties since they are not
characteristics of these building styles.
7.7 Preserve original roof materials.
• Avoid removing historic roofing material that is in good condition. When replacement is
necessary, use a material that is similar to the original in both style as well as physical qualities
and use a color that is similar to that seen historically.
7.8 New or replacement roof materials should convey a scale, color and texture similar to the original.
• If a substitute is used, such as composition shingle, the roof material should be earth tone and
have a matte, non-reflective finish.
• Flashing should be in scale with the roof material.
• Flashing should be tin, lead coated copper, galvanized or painted metal and have a matte, non-
reflective finish.
• Design flashing, such as drip edges, so that architectural details are not obscured.
• A metal roof is inappropriate for an Aspen Victorian primary home but may be appropriate for
a secondary structure from that time period.
• A metal roof material should have a matte, non-reflective finish and match the original
seaming.
Page 17 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
7.9 Avoid using conjectural features on a roof.
• Adding ornamental cresting, for example, where there is no evidence that it existed, creates a
false impression of the building’s original appearance, and is inappropriate.
7.10 Design gutters so that their visibility on the structure is minimized to the extent possible.
• Downspouts should be placed in locations that are not visible from the street if possible, or in
locations that do not obscure architectural detailing on the building.
• The material used for the gutters should be in character with the style of the building.
Response – The asphalt roof on both the miner’s cabin and the barn are proposed to be replaced with
wood shingle.
Historic Barn
8.1 If an existing secondary structure is historically significant, then it must be preserved.
• When treating a historic secondary building, respect its character-defining features. These
include its materials, roof form, windows, doors, and architectural details.
• If a secondary structure is not historically significant, then its preservation is optional. The
determination of significance is based on documentation of the construction date of the
outbuilding and/or physical inspection. A secondary structure that is related to the period of
significance of the primary structure will likely require preservation.
Response – The barn is preserved in place with minor changes.
8.2 Preserve a historic secondary building as a detached structure.
• Any proposal to attach a secondary structure is reviewed on a case-by-case basis.
• The position and orientation of the structure should be maintained except when HPC finds that
an alternative is the best preservation option.
• Some AspenModern properties incorporated garages and carports into the architecture. This
pattern should be maintained.
Response – There is a subgrade connection between the main home and the barn. No above grade
connection is proposed.
8.3 Do not add detailing or features to a secondary structure that are conjectural and not in keeping
with its original character as a utilitarian structure.
• Most secondary structures are basic rectangular solids, with simple finishes and no
ornamentation.
Response – n/a.
Page 18 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
Building additions
8.4 When adding on to a secondary structure, distinguish the addition as new construction and
minimize removal of historic fabric.
• Additions to a secondary structure must be smaller in footprint than the original building and
lower in height. Maintaining the overall mass and scale is particularly important.
• Do not alter the original roof form.
• An addition must be inset from the corners of the wall to which it attaches.
Response – No addition is proposed – a below grade connection is proposed to link the living space in
the barn to the rest of the home.
8.5 Preserve the original building materials, or match in kind when necessary.
Response – It appears from photographs that there is limited to no original building materials let.
Existing materials are proposed to remain where possible.
8.6 Preserve original door and window openings and minimize new openings.
• If an original carriage door exists, and can be made to function for automobile use, this is
preferred.
Response – Existing door and window openings are unchanged and a non-historic garage door is removed
from the east elevation. New openings are limited to an expansion of the existing garage door on the
north elevation to accommodate a full size parking space within the barn.
8.7 If a new garage door is added, it must be compatible with the character of the historic structure.
• The materials and detailing should be simple.
Response – The new garage door is a traditional roll up door with a ~6 inch inset. The door will match the
horizontal wood siding to create a seamless appearance.
8.8 Adaptation of an obsolete secondary structure to a functional use is encouraged.
• The reuse of any secondary structure should be sensitive so that its character is not lost.
Response – The barn is incorporated into the overall use of the property as a single family home.
10.1 Preserve an older addition that has achieved historic significance in its own right.
Response – n/a.
Page 19 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
10.2 A more recent addition that is not historically significant may be removed.
• For Aspen Victorian properties, HPC generally relies on the 1904 Sanborn Fire Insurance maps to
determine which portions of a building are historically significant and must be preserved.
• HPC may insist on the removal of non-historic construction that is considered to be detrimental
to the historic resource in any case when preservation benefits or variations are being
approved.
Response – n/a.
10.3 Design a new addition such that one’s ability to interpret the historic character of the primary
building is maintained.
• A new addition must be compatible with the historic character of the primary building.
• An addition must be subordinate, deferential, modest, and secondary in comparison to the
architectural character of the primary building.
• An addition that imitates the primary building’s historic style is not allowed. For example, a
new faux Victorian detailed addition is inappropriate on an Aspen Victorian home.
• An addition that covers historically significant features is inappropriate.
• Proposals on corner lots require particular attention to creating compatibility.
Response – A minor remodel to the existing non-historic addition is proposed. Aluminum clad windows
are proposed to update the 1990s window style and an updated second floor porch is proposed. Overall
materials and windows/doors are the only areas proposed to change in order to better distinguish
between historic and new construction.
10.4 The historic resource is to be the focus of the property, the entry point, and the predominant
structure as viewed from the street.
• The historic resource must be visually dominant on the site and must be distinguishable against
the addition.
• The total above grade floor area of an addition may be no more than 100% of the above grade
floor area of the original historic resource. All other above grade development must be
completely detached. HPC may consider exceptions to this policy if two or more of the following
are met:
o The proposed addition is all one story
o The footprint of the new addition is closely related to the footprint of the historic
resource and the proposed design is particularly sensitive to the scale and proportions
of the historic resource
o The project involves the demolition and replacement of an older addition that is
considered to have been particularly detrimental to the historic resource
o The interior of the resource is fully utilized, containing the same number of usable floors
as existed historically
o The project is on a large lot, allowing the addition to have a significant setback from the
street
Page 20 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
o There are no variance requests in the application other than those related to historic
conditions that aren’t being changed
o The project is proposed as part of a voluntary AspenModern designation, or
o The property is affected by non-preservation related site specific constraints such as
trees that must be preserved, Environmentally Sensitive Areas review, etc.
Response – The historic resource is the main focal point of the property. Only minor changes to materials,
windows and details are proposed. Mass, scale, footprint and height are not proposed to change.
10.5 On a corner lot, no portion of an addition to a one story historic resource may be more than one
story tall, directly behind that resource, unless completely detached above grade by a distance of at
least 10 feet.
HPC may consider exceptions to this policy if two or more of the following are met:
• The connector element that links the new and old construction is a breezeway or transparent
corridor, well recessed from the street facing side(s) of the historic resource and the area of
two story construction that appears directly behind the one story historic resource is minimal
• The footprint of the new addition is closely related to the footprint of the historic resource and
the proposed design is particularly sensitive to the scale and proportions of the historic
resource
• The project involves the demolition and replacement of an older addition that is considered to
have been particularly detrimental to the historic resource
• The interior of the resource is fully utilized, containing the same number of usable floors as
existed historically
• There are no variance requests in the application other than those related to historic
conditions that aren’t being changed
• The project is proposed as part of a voluntary AspenModern designation, or
• The property is affected by non-preservation related site specific constraints such as trees that
must be preserved, Environmentally Sensitive Areas review, etc.
Response – n/a. Both landmarks are 1 ½ stories and there is no massing or footprint change proposed.
10.6 Design a new addition to be recognized as a product of its own time.
• An addition shall be distinguishable from the historic building and still be visually compatible
with historic features.
• A change in setbacks of the addition from the historic building, a subtle change in material, or
a modern interpretation of a historic style are all techniques that may be considered to help
define a change from historic construction to new construction.
• Do not reference historic styles that have no basis in Aspen.
• Consider these three aspects of an addition; form, materials, and fenestration. An addition
must relate strongly to the historic resource in at least two of these elements. Departing from
the historic resource in one of these categories allows for creativity and a contemporary design
response.
• Note that on a corner lot, departing from the form of the historic resource may not be allowed.
Page 21 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
• There is a spectrum of appropriate solutions to distinguishing new from old portions of a
development. Some resources of particularly high significance or integrity may not be the right
instance for a contrasting addition.
Response – The minor updates better distinguish between new and historic construction and refresh the
non-historic addition. Form and materials are consistent with the historic resources; fenestration is
more contemporary but still relates to the landmarks.
10.7 When planning an addition to a building in a historic district, preserve historic alignments on
the street.
• Some roof lines and porch eaves on historic buildings may align at approximately the same
height. An addition can not be placed in a location where these relationships would be altered
or obscured.
Response – n/a.
10.8 Design an addition to be compatible in size and scale with the main building.
• An addition that is lower than, or similar to the height of the primary building, is preferred.
Response – n/a. No change to size and scale is proposed.
10.9 If the addition is taller than a historic building, set it back from significant façades and use a
“connector” to link it to the historic building.
• Only a one-story connector is allowed.
• Usable space, including decks, is not allowed on top of connectors unless the connector has
limited visibility and the deck is shielded with a solid parapet wall.
• In all cases, the connector must attach to the historic resource underneath the eave.
• The connector shall be a minimum of 10 feet long between the addition and the primary
building.
• Minimize the width of the connector. Ideally, it is no more than a passage between the historic
resource and addition. The connector must reveal the original building corners. The connector
may not be as wide as the historic resource.
• Any street-facing doors installed in the connector must be minimized in height and width and
accessed by a secondary pathway. See guideline 4.1 for further information.
Response – n/a. No change to the footprint or height of the non-historic addition. The connector is
unchanged with the exception that materials will be replaced inkind.
10.10 Place an addition at the rear of a primary building or set it back substantially from the front to
minimize the visual impact on the historic structure and to allow the original proportions and
character to remain prominent.
• Locating an addition at the front of a primary building is inappropriate.
• Additions to the side of a primary building are handled on a case-by-case basis and are
approved based on site specific constraints that restrict rear additions.
Page 22 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
• Additional floor area may also be located under the building in a basement which will not alter
the exterior mass of a building.
Response – n/a. No change to the location of the non-historic addition.
10.11 Roof forms shall be compatible with the historic building.
• A simple roof form that does not compete with the historic building is appropriate.
• On Aspen Victorian properties, a flat roof may only be used on an addition to a gable roofed
structure if the addition is entirely one story in height, or if the flat roofed areas are limited,
but the addition is primarily a pitched roof.
Response – n/a. No change to roof form.
10.12 Design an addition to a historic structure that does not destroy or obscure historically important
architectural features.
• Loss or alteration of architectural details, cornices, and eavelines must be avoided.
Response – n/a. No change to the mass of the non-historic addition that would obscure or destroy
historically important details.
10.13 When constructing a rooftop addition, keep the mass and scale subordinate to that of the
historic building.
Response – n/a.
10.14 Set a rooftop addition back from the street facing façades to preserve the original profile of
the historic resource.
• Set the addition back from street facing façades a distance approximately equal to its height.
Response – n/a.
10.15 The roof form of a rooftop addition must be in character with the historic building.
Response – n/a.
Page 23 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
Accessibility, Architectural Lighting, Mechanical Equip., Service Areas
12.2 Original light fixtures must be maintained. When there is
evidence as to the appearance of original fixtures that are no longer
present, a replication is appropriate.
Response – n/a. The existing light fixture on the landmark is shown
in Figure 4 and is not historic.
12.3 Exterior light fixtures should be simple in character.
• The design of a new fixture should be appropriate in form,
finish, and scale with the structure.
• New fixtures should not reflect a different period of history
than that of the affected building, or be associated with a
different architectural style.
• Lighting should be placed in a manner that is consistent with
the period of the building, and should not provide a level of
illumination that is out of character.
• One light adjacent to each entry is appropriate on an Aspen
Victorian residential structure. A recessed fixture, surface
mounted light, pendant or sconce will be considered if
suited to the building type or style.
• On commercial structures and AspenModern properties,
recessed lights and concealed lights are often most
appropriate.
Response – Exterior light fixtures will be simple, located in the existing locations, and will meet Lighting
Code. We request staff and monitor review and approval of the light fixtures during building permit
review.
12.4 Minimize the visual impacts of utilitarian areas, such as mechanical equipment and trash
storage.
• Place mechanical equipment on the ground where it can be screened.
• Mechanical equipment may only be mounted on a building on an alley façade.
• Rooftop mechanical equipment or vents must be grouped together to minimize their visual
impact. Where rooftop units are visible, it may be appropriate to provide screening with
materials that are compatible with those of the building itself. Use the smallest, low profile
units available for the purpose.
• Window air conditioning units are not allowed.
• Minimize the visual impacts of utility connections and service boxes. Group them in a discrete
location. Use pedestals when possible, rather than mounting on a historic building.
• Paint mechanical equipment in a neutral color to minimize their appearance by blending with
their backgrounds
Figure 4: Light fixture shown above.
Page 24 of 111
Exhibit A
Minor Design Review + Existing Conditions
134 East Bleeker St.
Variations for historic barn existing location
• In general, mechanical equipment should be vented through the roof, rather than a wall, in a
manner that has the least visual impact possible.
• Avoid surface mounted conduit on historic structures.
Response – Utilitarian areas will be consolidated where possible.
26.415.110.C. Variations. Dimensional variations are allowed for projects involving designated
properties to create development that is more consistent with the character of the historic property or
district than what would be required by the underlying zoning's dimensional standards.
1. The HPC may grant variations of the Land Use Code for designated properties to allow:
a) Development in the side, rear and front setbacks;
b) Development that does not meet the minimum distance requirements between buildings;
c) Up to five percent (5%) additional site coverage;
d) Less public amenity than required for the on-site relocation of commercial historic
properties.
2. In granting a variance, the HPC must make a finding that such a variance:
a) Is similar to the pattern, features and character of the historic property or district; and/or
b) Enhances or mitigates an adverse impact to the historic significance or architectural
character of the historic property, an adjoining designated historic property or historic
district.
Response – The request for variations is limited to the existing location of the historic barn. The 1990s HPC
approval never concluded with a resolution memorializing the setback variations. We request the ability
to recognize the setback variations for the existing location of the historic barn. As shown on the Sanborn
Maps in the cover letter to this application, the building was originally located on the rear property line on
Main Street. The relationship between the primary house and the barn was maintained when it was
relocated to Bleeker Street in the 1960s. The existing rear setback is 1’ 8” where 5’ is required for garage
and 10’ is required for living space; and the existing east side setback is 1’9” where 5’ is required.
Page 25 of 111
Exhibit B
Relocation
134 East Bleeker St.
Relocation
Exhibit B – Relocation
26.415.090. Relocation of designated historic properties.
The intent of this Chapter is to preserve designated historic properties in their original locations as much
of their significance is embodied in their setting and physical relationship to their surroundings as well as
their association with events and people with ties to particular site. However, it is recognized that
occasionally the relocation of a property may be appropriate as it provides an alternative to demolition
or because it only has a limited impact on the attributes that make it significant.
C. Standards for the relocation of designated properties. Relocation for a building, structure or object
will be approved if it is determined that it meets any one of the following standards:
1. It is considered a noncontributing element of a historic district and its relocation will not affect
the character of the historic district; or
2. It does not contribute to the overall character of the historic district or parcel on which it is
located and its relocation will not have an adverse impact on the Historic District or property;
or
3. The owner has obtained a certificate of economic hardship; or
4. The relocation activity is demonstrated to be an acceptable preservation method given the
character and integrity of the building, structure or object and its move will not adversely affect
the integrity of the Historic District in which it was originally located or diminish the historic,
architectural or aesthetic relationships of adjacent designated properties; and
Additionally, for approval to relocate all of the following criteria must be met:
1. It has been determined that the building, structure or object is capable of withstanding the
physical impacts of relocation;
2. An appropriate receiving site has been identified; and
3. An acceptable plan has been submitted providing for the safe relocation, repair and
preservation of the building, structure or object including the provision of the necessary
financial security.
Response - The resources are proposed to remain in their current locations, but the basement is proposed
to be enlarged to accommodate more floor area below grade. A letter from Brikor is attached to
demonstrate the ability to dig a basement.
9.1 Developing a basement by underpinning and excavating while the historic structure
remains in place may help to preserve the historic fabric.
• This activity will require the same level of documentation, structural assessment, and posting of
financial assurances as a building relocation.
Page 26 of 111
Exhibit B
Relocation
134 East Bleeker St.
Response – At this time, the building is proposed to be underpinned and excavated in situ.
9.2 Proposals to relocate a building will be considered on a case-by-case basis.
• In general, on-site relocation has less of an impact on individual landmark structures than those
in a historic district.
• In a district, where numerous adjacent historic structures may exist, the way that buildings were
placed on the site historically, and the open yards visible from the street are characteristics that
should be respected in new development.
• Provide a figure ground study of the surrounding parcels to demonstrate the effects of a building
relocation.
• In some cases, the historic significance of the structure, the context of the site, the construction
technique, and the architectural style may make on-site relocation too impactful to be
appropriate. It must be demonstrated that on-site relocation is the best preservation alternative
in order for approval to be granted.
• If relocation would result in the need to reconstruct a substantial area of the original exterior
surface of the building above grade, it is not an appropriate preservation option.
Response – n/a.
9.3 Site a relocated structure in a position similar to its historic orientation.
• It must face the same direction and have a relatively similar setback. In general, a forward
movement, rather than a lateral movement is preferred. HPC will consider setback variations
where appropriate.
• A primary structure may not be moved to the rear of the parcel to accommodate a new building in
front of it.
• Be aware of potential restrictions against locating buildings too close to mature trees. Consult with
the City Forester early in the design process. Do not relocate a building so that it becomes
obscured by trees.
Response – n/a.
9.4 Position a relocated structure at its historic elevation above grade.
• Raising the finished floor of the building slightly above its original elevation is acceptable if needed
to address drainage issues. A substantial change in position relative to grade is inappropriate.
• Avoid making design decisions that require code related alterations which could have been avoided.
In particular, consider how the relationship to grade could result in non-historic guardrails, etc.
Response – n/a.
9.5 A new foundation shall appear similar in design and materials to the historic foundation.
Page 27 of 111
Exhibit B
Relocation
134 East Bleeker St.
• On modest structures, a simple foundation is appropriate. Constructing a stone foundation on a
miner’s cottage where there is no evidence that one existed historically is out of character and
is not allowed.
• Exposed concrete or painted metal flashing are generally appropriate.
• Where a stone or brick foundation existed historically, it must be replicated, ideally using stone
salvaged from the original foundation as a veneer. The replacement must be similar in the cut
of the stone and design of the mortar joints.
• New AspenModern foundations shall be handled on a case by case basis to ensure preservation
of the design intent.
Response – The foundation will be similar to the existing condition. A detail will be provided for staff and
monitor review prior to building permit submittal.
9.6 Minimize the visual impact of lightwells.
• The size of any lightwell that faces a street should be minimized.
• Lightwells must be placed so that they are not immediately adjacent to character defining
features, such as front porches.
• Lightwells must be protected with a flat grate, rather than a railing or may not be visible from a
street.
• Lightwells that face a street must abut the building foundation and generally may not “float” in
the landscape except where they are screened, or on an AspenModern site.
Response – An existing lightwell on the east elevation is proposed to remain, and a new lightwell that
serves as egress to two below grade bedrooms is proposed along the west elevation.
9.7 All relocations of designated structures shall be performed by contractors who specialize in
moving historic buildings, or can document adequate experience in successfully relocating such
buildings.
• The specific methodology to be used in relocating the structure must be approved by the
HPC.
• During the relocation process, panels must be mounted on the exterior of the building to protect
existing openings and historic glass. Special care shall be taken to keep from damaging door and
window frames and sashes in the process of covering the openings. Significant architectural
details may need to be removed and securely stored until restoration.
• The structure is expected to be stored on its original site during the construction process.
Proposals for temporary storage on a different parcel will be considered on a case by case basis
and may require special conditions of approval.
• A historic resource may not be relocated outside of the City of Aspen.
Response – The building is not proposed to be relocated. The existing basement is proposed to expand
under the miner’s cabin and partially under the barn.
Page 28 of 111
Exhibit B
Relocation
134 East Bleeker St.
9.8 Proposals to relocate a building to a new site are highly discouraged.
• Permanently relocating a structure from where it was built to a new site is only allowed for
special circumstances, where it is demonstrated to be the only preservation alternative.
Response – n/a.
Page 29 of 111
970 923 3088
BRIKOR ASSOCIATES
20 Sunset Drive, Unit 1
Basalt, Colorado 81621
WWW.BRIKOR.COM
134 Bleeker Construction Sequence
• Hold site meeting with HPC monitor and review proposed scope & sequence of
construction
• Identify all historic elements on existing structure as directed by HPC monitor
• Protect existing elements that remain on existing structure as approved by HPC monitor
• Remove and package historic elements that require removal as approved by HPC monitor
• Fence site
• Protect all trees and utilities and adjacent properties
• Demo and remove all non-historic elements
• Shore the interior of the structure
• Shore the perimeter of the foundation excavation area
• Raise the existing structure above the existing foundation and support outside or on top of
the new shoring system
• Excavate under the existing structure
• Build new foundation (footings and walls) for existing structure
• Waterproof new foundation
• Build new floor assembly for existing structure
• Lower the existing structure on the new foundation assembly
• Backfill the excavation
Page 30 of 111
PRE-APPLICATION CONFERENCE SUMMARY
PLANNER: Sarah Yoon, sarah.yoon@cityofaspen.com
DATE: January 02, 2020
PROJECT LOCATION: 134 E. Bleeker Street
REQUEST: Major Development and Relocation
DESCRIPTION: 134 E. Bleeker Street is a 4,500 square foot corner lot located in the R-6 zone district. The
property is a designated landmark and contains two Victorian era buildings that have been relocated to this
site from another location. Currently, the historic house facing East Bleeker Street is connected to a non-
historic addition built in the 1990s. The second historic resource sits behind the non-historic addition
towards the alley and received conditional use approval as an Accessory Dwelling Unit (ADU) in 1992. The
applicant plans to remove the ADU deed restriction on the secondary historic resource which will be a
separate administrative land use process (Section 26.520.090.C).
The applicant proposes to demolish the existing non-historic addition, underpin the historic home for
additional basement space, and construct a new above grade addition. There are plans to include
restoration and repair work with this scope of work. HPC review for Major Development and Relocation
are anticipated. Major Development is a two-step process, requiring the approval of Conceptual Design
and a Final Design.
Conceptual Design review will consider mass, scale and site plan. At this meeting, HPC may also consider
any dimensional variations requested by the applicant. Two on-site parking spaces are required for a single-
family home unless a parking reduction is requested as part of this application. Following Conceptual, staff
will inform City Council of the HPC decision, allowing them the opportunity to uphold HPC’s decision or
to “Call Up” aspects of the approval for further discussion. This is a standard practice for all significant
projects. Following Call Up, HPC will conduct Final Design review to consider landscape, lighting and
materials.
HPC will use the Historic Preservation Design Guidelines and the Land Use Code Sections that are
applicable to this project to assist with their determinations.
RELEVANT LAND USE CODE SECTIONS:
Section Number Section Title
26.304 Common Development Review Procedures
26.415.070.D Historic Preservation – Major Development
26.415.090 Relocation of Designated Historic Properties
26.415.110 Historic Preservation – Benefits
26.575.020 Calculations and Measurements
26.710.040 Medium-Density Residential (R-6)
Page 31 of 111
For your convenience – links to the Land Use Application and Land Use Code are below:
Land Use Application Land Use Code Historic Preservation Design Guidelines
Review by: Staff for completeness and recommendations
HPC for decisions
City Council for notice of the HPC Conceptual decision
Public Hearing: Yes, at Conceptual and Final
Neighborhood Outreach: No
Referrals: Staff will seek referral comments from the Building Department, Zoning,
Engineering and Parks regarding any relevant code requirements or
considerations. There will be no Development Review Committee
meeting or referral fees.
Planning Fees: $1,950 for 6 billable hours of staff time. (Additional/ lesser hours will be
billed/ refunded at a rate of $325 per hour.) This fee will be due at
Conceptual and Final submittal.
Referral Agencies Fee: $0.
Total Deposit: $1,950.
APPLICATION CHECKLIST:
Below is a list of submittal requirements for HPC Conceptual and Final reviews.
At each review step, please submit one paper copy of the application to the City of Aspen Community
Development Department for an initial determination of completeness.
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).
List of adjacent property owners for both properties within 300’ for public hearing.
An 8 1/2” by 11” vicinity map locating the parcel within the City of Aspen.
Site improvement survey including topography and vegetation showing the current status, certified by a
registered land surveyor, licensed in the state of Colorado.
Page 32 of 111
A written description of the proposal (scope of work) and written explanation of how the proposed
development and any requests for variations or benefits complies with the review standards and design
guidelines relevant to the application.
A proposed site plan.
Scaled drawings of all proposed structure(s) or addition(s) depicting their form, including their height,
massing, scale, proportions and roof plan; and the primary features of all elevations.
Supplemental materials to provide a visual description of the context surrounding the designated
historic property including photographs and other exhibits, as needed, to accurately depict location and
extent of proposed work.
For Conceptual, the following items will need to be submitted in addition to the items listed above:
Graphics identifying preliminary selection of primary exterior building materials.
A preliminary stormwater design.
For Final Review, the following items will need to be submitted in addition to the items listed above:
Drawings of the street facing facades must be provided at ¼” scale.
Final selection of all exterior materials, and samples or clearly illustrated photographs. Samples
are preferred for the presentation to HPC.
A lighting plan and landscape plan, including any visible stormwater mitigation features.
Once the application for each review step is deemed complete by staff, the following items will
then need to be submitted:
1 digital PDF copy of the complete application packet.
1 set of all graphics printed at 11x17.
Total deposit for review of the application.
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.
Page 33 of 111
exhibit D
Page 34 of 111
November 2017 City of Aspen|130 S. Galena St.|(970) 920 5090
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
LAND USE APPLICATION
Project Name and Address:_________________________________________________________________________
Parcel ID # (REQUIRED) _____________________________
APPLICANT:
Name: ______________________________________________________________________________________________
Address: _______________________________________________________________________________________________
Phone #: ___________________________ email: __________________________________
REPRESENTIVATIVE:
Name: _________________________________________________________________________________________________
Address:________________________________________________________________________________________________
Phone#: _____________________________ email:___________________________________
Description: Existing and Proposed Conditions
Review: Administrative or Board Review
Have you included the following?FEES DUE: $ ______________
Pre-Application Conference Summary
Signed Fee Agreement
HOA Compliance form
All items listed in checklist on PreApplication Conference Summary
Required Land Use Review(s):
Growth Management Quota System (GMQS) required fields:
Net Leasable square footage _________ Lodge Pillows______ Free Market dwelling units ______
Affordable Housing dwelling units_____ Essential Public Facility square footage ________
Page 35 of 111
City of Aspen Community Development Department
Aspen Historic Preservation Land Use Packet
City of Aspen|130 S. Galena Street.| (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016
General Information
Please check the appropriate boxes below and submit this page along with your application. This
information will help us review your plans and, if necessary, coordinate with other agencies that
may be involved.
YES NO
Does the work you are planning include exterior work; including additions, demolitions,
new construction, remodeling, rehabilitation or restoration?
Does the work you are planning include interior work, including remodeling,
rehabilitation, or restoration?
Do you plan other future changes or improvements that could be reviewed at this time?
In addition to City of Aspen approval for a Certificate of Appropriateness or No Negative
Effect and a building permit, are you seeking to meet the Secretary of the Interior’s
Standards for Rehabilitation or restoration of a National Register of Historic Places
Property in order to qualify for state or federal tax credits?
If yes, are you seeking federal rehabilitation investment tax credits in
Conjunction with this project? (Only income producing properties listed
on the National Register are eligible. Owner-occupied residential
properties are not.)
If yes, are you seeking the Colorado State Income Tax Credit for
Historical Preservation?
Please check all City of Aspen Historic Preservation Benefits which you plan to use:
Rehabilitation Loan Fund Conservation Easement Program Dimensional Variances
Increased Density Historic Landmark Lot Split Waiver of Park Dedication Fees
Conditional Uses Tax Credits
Exemption from Growth Management Quota System
Page 36 of 111
City of Aspen Community Development Department
Aspen Historic Preservation Land Use Packet
City of Aspen|130 S. Galena Street.| (970) 920 5090 Historic Land Use Application Requirements, Updated: March 2016
ATTACHMENT 3 - Dimensional Requirements Form
(Item #10 on the submittal requirements key. Not necessary for all projects.)
Project:
Applicant:
Project
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:_________________
Proposed % of demolition: __________
DIMENSIONS: (write N/A where no requirement exists in the zone district)
Floor Area:
Height
Existing:_________Allowable:__________Proposed:________
Principal Bldg.: Existing:_________Allowable:__________Proposed:________
Accessory Bldg.: 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 Front/Rear:
Indicate N, S, E, W 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 and note if encroachment licenses have been issued:
_____________________________________________________________________________
_____________________________________________________________________________
Variations requested (identify the exact variances needed): ______________________________
______________________________________________________________________________
134 East Bleeker Street
Bret Hirsch represented by BendonAdams, Eigelberger Architecture and Design, and Design Workshop
134 East Bleeker Street, NW corner of Bleeker and Aspen Streets
R-6
4,500 sf4,500 sf
n/a
2 1
2,820
25'
25'
2
n/a
no limit
n/a n/a
10'
5' garage
/10' principal living
n/a n/a n/a
5'
5'
10'
5'
Page 37 of 111
Homeowner Association Compliance Policy
All land use applications within the City of Aspen are required to include a Homeowner Association
Compliance Form (this form) certifying the scope of work included in the land use application complies with
all applicable covenants and homeowner association policies. The certification must be signed by the
properly owner or Attorney representing the properly owner.
Property
Owner ("I"):
Address of
Property:
(subject of
application)
Name: Otis Real Estate Holdings LLC c/o Good Property Company
Email: josh@goodpropertycompany.com Phone No. 970.710.7520
134 E Bleeker, Aspen CO, 81611
I certify as follows: (pick one)
@ fhis property is not subject to a homeowners association or other form of private covenant.
D This property is subject to a homeowners association or private covenant and the improvements
proposed in this land use application do not require approval by the homeowners association or
covenant beneficiary.
D This property is subject to a homeowners association or private covenant and the improvements
proposed in this land use application have been approved by the homeowners association or
covenant beneficiary.
understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the
applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I understand.
that this document is a public document.
Owner signature:
(~ . ~ ( kf 9,1rvL /J. ,vj
69
date: !"""'"~---+, !+-~-_ .. !._,_ ___ _
Owner printed name: Otis Real Estate Holdings LLC c/o Joshua Gurwitz, Good Property Company
or,
Attorney signature: ____________ date: ____ _
Attorney printed name: ___________ _
exhibit F
Page 38 of 111
exhibit G
Page 39 of 111
PITKIN COUNTY TITLE, INC.
601 E. HOPKINS, THIRD FLOOR
ASPEN, CO 81611
(970)92s-r766 - FAX (970)92s-6s27
(877)-217 -3 l s8 TOLL FREE
Federal Tax I.D. # 84-0971691
INVOICE TO:
4.0 Conversion
AVffi NE[tsO}{
ORDERNO: ACCO]$'I2876
DATE:March 6,2020
LEGAL DESCRIPTION
REGARDING: OTIS REAL ESTATE HOLDINGS, LLC
CHARGES
108 O&E'S
TOTAL DUE:
$ 125.00
$ 12s.00
Page 40 of 111
MEMORANDUM OF OWNERSHIP-ACCOMMODATION NO LIABILITY
PITKIN COUNTY TITLE, INC., A DULY LICENSED TITLE INSURANCE AGENT IN THE STATE OF COLORADO. BY
EXAMINATION OF THE RECORDS OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO,
DISCLOSES THE FOLLOWING:
GRANTEE IN THE LAST INSTRUMENT OF CONVEYANCE
OTIS REAL ESTATE HOLDINGS, LLC, A NEW YORK LIMITED LIABILITY COMPANY
LEGAL DESCRIPTION
LOT S AND THE EAST 1/2 OF LOT R, BLOCK 65, CITY AND TOWNSITE OF ASPEN
DEED OF TRUST APPARENTLY UNRELEASED
DEED OF TRUST FROM : OTIS REAL ESTATE HOLDINGS, LLC, A NEW YORK LIMITED LIABILITY COMPANY
TO THE PUBLIC TRUSTEE OF THE COUNTY OF PITKIN
FOR THE USE OF : BANK OF AMERICA
TO SECURE : $4,500,000.00 ,
DATED : NOVEMBERT,2019
RECORDED : NOVEMBER 7,2019
RECEPTION NO. :660226
LIENS AND JUDGMENTS (AGAINST LAST GRANTEE) APPARENTLY UNRELEASED
NONE
THIS INFORMATION IS FOR YOUR SOLE USE AND BENEFIT AND IS FURNISHED AS AN ACCOMMODATION. THE
INFORMATION HAS BEEN TAKEN FROM THE PUBLIC RECORDS, WITHOUT REFERENCE TO, OR EXAMINATION
OF, INSTRUMENTS WHICH PURPORTS TO AFFECT THE REAL PROPERTY. THE INFORMATION IS NEITHER
GUARANTEED NOR CERTIFIED, AND IS NOT AN ABSTRACT OF TITLE, OPINION OF TITLE, NOR A GUARANTY OF
TITLE, AND OUR LIABILITY IS LIMITED TO THE AMOUNT CHARGED FOR THIS REPORT.
EFFECT¡VE DATE: March 5,2020
PITKIN COUNTY TITLE, ING.
Authorized Officer
JOB NO: ACCOM2876
Page 41 of 111
dI *t ç<Y
\ryARRANTY DEED
THIS DEED is dated effective as of October 17,2019, and is
made between PeuL E. Pe¡iN and Susnn W. Pex¡¡ ("Grantors"),
and Ons Rrnl Esr¡re HoLo¡Ncs, LLC, a New York limited
liability company ("Gttmtee"), whose legal address is-.'toa k2. l|a llø r* , 4:p¿^ c o b t ølr
ffilll lllllllllllllll ffi llilllilffi ll ll[ iltH[ilillffi|ilil|t[
RECEPTION#: 659688, R: 118-ü1, D: 3665'OO
DOC CODE: WD
Po 1 of 2.1Ot17t2O'19 atO2:01:56 PM
¡ãn¡ce x. vos Caudill, Pitkin County, Go
Lor S ¿xo rng E¿sr % or Lor n, Btocx 65, Ctrv,tln Towrstre or Aspe¡v
COANTY OF PITKIN
STATE OF COLORADO
also known by street address as: 134 E. Bleeker Street, Aspen, CO 8161 1.
TOGETHER with all and singular the hereditaments and appurtenances thereunto belongi4g, or
in anywise appertaining, the reveisions, remainders, rents: issr{:s and profits thereof, and all the
ñ, estate, right, title, interJst, claim and demand whatsoever of the Grantors, either in law or equity, of,
* in and to"thé aboíe bargaiied premises, with the hereditaments and appurtenances;
1Õ'.h TO HAVE AND TO HOLD the said premises above bargained and described, with the
Cd appurtenances, unto the Grantee, its successors and assigns forever.
l- The Grantors, for themselves and their successors and assigns, do covenant, grant, bargain, and
Au agree to and with the Grantee, its successors and assigns: that at the time of the ensealing and
li+ dılivery of these presents, the Grantors are well seized of the premises above described;-have good,
sure, pérfect, absólute and indefeasible estate of inheritance, in law and i,n fee simple; and have good
righi,'futt power and lawful authority to grant, bargain, sel,l and convey_ the same in manner and form
aJaforesaid; and that the same are free and clearfrom all former and other grants, bargains, sales,
liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except the
lien for ad valorum taxes for 2019, due and payable in 2020, and subject to: Exceptions and
reservations as set forth in the Act authorizing the issuance of the Patent for the City and Townsite of
Aspen recorded in Book 139 at Page 216; Reserv_atio¡rs and exceptions as set forth in the Deed from
ttre City of Aspen recorded in Boo[ 59 at Page 277;Terms, conditions, provisions and obligations as
set forth in Deed Restriction recorded in Boık 683 at Page 592, Reception No. 346778; and, Terms,
conditions, provisions and obligations as set forth in Ordinance recorded in Book 6!7 atPage 979,
Reception No. 35195ó, all as reıorded in the real property records of Pitkin County, Colorado.
And the Grantors shall and will WARRANT AND FOREVER DEFEND the above described
premises, but not ørry adjoining vocated slreet or alley, if any, in the quiet and peaceab-le possession
of tne Grantee, its súcceisors and assigns, against all and every person or persons claiming the whole
or any part thereof.
CIry CFASPEN
VVRETT PAID
DATE
WITNESS, that the Grantors, for and in consideration of the sum of Stx MluuoN Slx HtrNonep
AND FrFry TuôusnNo Dolunns (S6,650,000.00), and other good and valuable consideration, the
receipt and sufficiency of which ii hereby acknowledged, heieby gralJt, bargain, sell,- convey and
confirm unto the Grantee, its successors and assigns foiever, all the real property, together with any
improvements thereon, located in the County of Pitkin and State of Colorado, described as follows:
(P¡ge I of2)
,"/nltq REP/þU,'qo76>:6;$w;'a5w6?_
Page 42 of 111
RECEPTION#:659688, ñl'1712019 at02:01 :56PM,Pgs2ol 2,Janíce K.VosCaudill,PitkinCounty,CO
IN \ryITNESS WHEREOF, the Grantors have executed this deed on the date set forth above.
'\4
Paul E.F his
attorney-in-fact
srATE OF COLORADO )
) ss.
COUNTY OF PITKIN )
-lL
The foregoing instrument was acknowledged before me this l-1 day of October 20l9by
Frederick F. Peirce as attorney-in-fact for Paul E. Penn and Susan W. Penn
Witness my hand and ofücial seal.
My commission expires:
Notary
MI
-r4-
4-
her
<t1
JOf SHGENS
f{OTAFV PUBI.JC
STATEOFCCI.ORADO
NOTAtrV lD 1q044m4il4
MYCOMMISSION EXPIRESJULY 18,ÑN
(Pege 2 of2)
Page 43 of 111
Statement of AuthoritY
(Section 38-30-172, C. R- S.)
1. This Statement of Authority relates to an entity named : OTIS REAL ESTATE HOLDINGS LLC' A NEW
YORK LIM¡TED LIABILITY COMPANY
2. The type of Entity is a:
_ corporation
_ nonprofit corporation
_X_ limited liability company
_ general partnershiP
_ limited partnership
Witness my hand and officialseal
My commission expires
-
registered limited liability partnership
-
registered limited liabitity limited partnership
_ limited partnership association
-
government or governmental subdivision or agency
trust
3. The entity is formed under the laws of NEW YORK
4. The mailing address forthe entity is: 602 w. HALLAM, ASPEN, CO 81611_
5. The _X_ name _ position of each person authorized to execute instruments conveying, encumbering, or
otherwiJe a-ffecting-title to real property on behalf of the entity is: BRET HIRSH AND AMANDA KATE HIRSH
6. The authorig of the foregoing person(s) to bind the entity is -X- not limited
-
limited as follows:
7. Other maüers concerning the manner in which the entity deals with interests in real property:N/A
B. This Statement of Authority is executed on behalf of the entity pursuant to the provisions of Section
38-30-172, C.R.S.
9. This Statement of Authority amends and supersedes in all respects any prior Statement of Authority
executed on behalf of the entity.
-rIç"Executed this-.,1-day of NOVEMBER, 2A',9.
Name:OTIS ***SrOrE HOLDINGS LLC, A NEW YORK LIMITED LIABILITY COMPANY
BY:RET HIRSH, MEMBER BY: AMANDA IRSH, MEMBER
STATE OF COLORADO )
) ss-
couNTY oF PITKIN )
The foregoing instrument was acknowledged before me tn¡s*ay of NOVEMBER,2019
By:BRET HIRSH AND AMANDA I(ATE HIRSH, MEMBERS OF OTIS REAL ESTATE HOLDINGS LLC' A
NEW YORK LIMITED LIABILITY COMPANY
Sql"
Notary
RECEPTION#:66O225, R: 313.OO, D: $0.0O
DOC CODE: AUTH
Pg 1 of 1 , 111O7 t2O19 at O1:47:12 PM
Janice K. Vos Caudill, Pitkin County, CO
1 |lilil ilIil ililililil ililililil ilililililil ilil1il ililililil ilÏililililt
l¡fY
æat
JOY SHIOENSPCT25466
Page 44 of 111
ilillll llllllllllllllllllllllllllllllllllllllll
RECEPTION#: 660226, R: $1
DOC CODE: DT
Pg I of 19,111O7t2O19 at O1:47:13 PM
Jãnice K. Vos Gaudill, Pitkin County' CO
03.00, D: $0.0O
JJtq
t-
Ë
After Recording Return To:
Joy S. Higens
Pitkin County Title, Inc.
601 E. Hopkins Ave.
Aspen, CO 816l I
[Space Above This Line For Recording Data]
DEED OF TRUST
DEFINITIONS
Words used in multiple sections of this document are defined below and other words are defined in Sections 3,
I l, I 3, I 8, 20 and 2l . Certain rules regarding the usage of rvords used in this document are also provided in
Section 16.
(A) "security Instrument" means this document, which is dated November 7r20lg,together
with all Riders to this document.
(B) "Borrower" is Otis Real Estate Holdings LLC, a New York limited liability
company. Borrower is the trustor under this Security Instrument.
(C) "Lender" is BANK OF AMERICA, N.4., Lender is a National Banking Association.
Lender's address is 20 Greenway Plaza, Suite 900, TX6-020-09-01, Houston, Texas 77446.
Lender is the beneficiary under this Security Instrument.
(D) "Trustee" is the Public Trustee of Pitkin Count5r, Colorado
(E) "Note" means the promissory note signed by Bonower and dated November 7,2019. The
Note states that Borrower owes Lender Four Million Five Hundred Thousand Dollan (U.S.
$4,500,000.00) plus interest. Borrower has promised to pay this debt in regular Periodic Payments
and to pay the debt in full not later than November 1,2034.
(F) "Propert¡/" means the property that is described below under the heading "Transfer of
Rights in the Property."
(G) "Loan" means the debt evidenced by the Note, plus interest, any prepayment charges and
late charges due under the Note, and all sums due under this Security Instrument, plus interest-
(H) "Riders" means all Riders to this Security lnstrument that are executed by Borrower. The
following Riders are to be executed by Borrower:
X Custom Mortgage Rider
Page 45 of 111
RECEPTION#: 660226, 1110712019 atOl:.47:-13 PM, Pgs 2 of 19, Janice K. Vos Caudill, Pitkin County, CO
O) ,.Applicabte Law" means all controlling applicable federal. state and local statutes.
regularions, ordinances and administrative rules and orders (that have the effect of law) as well
as all applicable final, non-appealable judicial opinions.
(J) ..Community Association Dues, Fees, and Assessments" means all dues, fees,
assessments and other charges that are imposed on Borrower or the Property by a condominium
association, homeowners association or similar organization.
(K) .'Electronic Funds Transfer" means any transfer of funds, other than a transaction
originated by check, draft, or similar paper instrument, which is initiated through an electronic
terminal, telephonic instrument, computer, or magnetic tape so as to order, instruct, or authorize a
financial institution to deb¡t or credit an account. Such term includes, but is not limited to, point-
of-sale transfers, automated teller machine transactions, transfers initiated by telephone, wire
transfers, and automated clearinghouse transfers.
(L) "Escrow ltems" means those items that are described in Section 3.
(M) "Miscellaneous Proceeds" means any compensation, settlement, award of damages, or
proceeds paid by any third party (other than insurance proceeds paid under the coverages described
in Section 5) for: (i) damage to, or destruction of, the Propefy; (ii) condemnation or other taking
of all or any part of the Property; (iii) conveyance in lieu of condemnation; or (iv)
misrepresentations of, or omissions as to, the value and/or condition of the Property.
(N) ..Mortgage Insurance' means insurance protecting Lender against the nonpayment of, or
default on, the Loan.
(O) "Periodic Payment" means the regularly scheduled amount due for (i) principal and
interest under the Note, plus (ii) any amounts under Section 3 of this Security Instrument.
(P) "RESPA" means the Real Estate Settlement Procedures Act (12 U.S.C. $2601 et seq.) and
its implementing regulation, RegulationX (24 C.F.R. Part 3500), as they might be amended from
time to time, or any additional or successor legislation or regulation that govems the same subject
matter. As used in this Security Instrument, "RESPA" refers to all requirements and restrictions
that are imposed in regard to a "federally related mortgage loan" even if the Loan does not qualifu
as a "federally related mortgage loan" under RESPA.
(Q) 'osuccessor in Interest of Borrower" means any party that has taken title to the Property,
whether or not that party has assumed Borrower's obligations under the Note and/or this Securiry
lnstrument.
TRANSFER OF RIGHTS IN THE PROPERTY
This Security Instrument secures to Lender: (i) the repayment of the Loan. and all renewals,
extensions and modifications of theNote; and (ii) the perfonnance of Borrower's covenants and
agreements under this Security Instrument and the Note. For this purpose. Borrower. in
2
Page 46 of 111
RECEPTION#: 660226, 1110712019 at0l:47:13 PM, Pgs 3 of 19, Janice K. Vos Caudill, Pitkin County, CO
consideration of the debt and the trust herein created, irrevocably grants and conveysto Trustee,
in trust, with power of sale, the following described propeny:
LOT S AND THE EAST INOF LOT R, BLOCK 65, CITY AND TOWNSITE OF
ASPEN,
COI.JNTY OF PITKIN,
STATE OF COLORADO,
which currently has the address of 134 E. Bleeker Street, Aspen, CO 8l6ll ("Property
Address"):
TOGETHER ìWITH all the improvements now or hereafter erected on the property, and all
easements, appurtenances, and fixtures now or hereafter a part of the prope{y. All replacements
and additions shall also be covered by this Security Instrument. All of the foregoing is referred to
in this Security Instrument as the "Properfy."
BORROWER COVENANTS that Trustor is lawfully seized of the estate hereby conveyed
and has the right to grant and convey the Property and that the Property is unencumbered, except
for encumbrances of record- Borrower warrants and will defend generally the title to the Property
against all claims and demands, subject to any encumbrances of record and liens for taxes for the
current year not yet due and payable.
THIS SECURITY INSTRUMENT combines uniform covenants for national use and non-
uniform covenants with limited variations by jurisdiction to constitute a uniform security
instrument covering real property.
UNIFORM COVENANTS. Borrower and Lender covenant and agree as follows:
l. Payment of Principal,Interest, Escrow Items, Prepayment Charges, and Late
Charges. Borrower shall pay when due the principal of and interest on, the debt evidenced by
the Note and any prepayment charges and late charges due under the Note. Borrower shall also
pay funds for Escrow Items pursuant to Section 3. Payments due under the Note and this Security
Instrument shall be made in U.S. currency. However, if any check or other instrument received
by Lender as payment under the Note or this Security lnstrument is returned to Lender unpaid,
Lender may require that any or all subsequent payments due under the Note and this Security
Instrument be made in one or more of the following forms, as selected by Lender: (a) cash; (b)
money order; (c) certified check, bank check, treasurer's check or cashier's check, provided any
such check is drawn upon an institution whose deposits are insured by a federal agency,
instrumentality, or entity; or (d) Electronic Funds Transfer.
Payments are deemed received by Lender when received at the location designated in the
Note or at such other location as may be designated by Lender in accordance with the notice
provisions in Section 15. Lender may return any payment or partial payment if the payment or
partial payments are insuffìcient to bring the Loan current. Lender may accept any payment or
partial payment insuflìcient to bring the Loan current. without waiver of any rights hereunder or
prejudice to its rights to refuse such payment or part¡al payments in the future, but Lender is not
J
Page 47 of 111
RECEPTION#: 660226, 11¡10712019 atOl:47:.13 PM, Pgs 4 of 19, Janice K. Vos Caudill, Pitkin County, CO
obligated to apply such payments at the time such payments are accepted. If each Periodic
Payment is applied as of its scheduted due date, then Lender need not pay interest on unapplied
funds.
Lender may hold such unapplied funds until Borrower makes payment to bring the Loan
curent. If Borrower does not do so within a reasonable period of time, Lender shall either apply
such funds or return them to Borrower. If not applied earlier, such funds will be applied to the
outstanding principal balance under the Note immediately prior to foreclosure. No offset or claim
which Borrower might have now or in the future against Lender shall relieve Borrower from
making payments due under the Note and this Security Instrument or performing the covenants
and agreements secured by this Securiry lnstrument.
2. Application of Payments or Proceeds. Except as otherwise described in this
Section 2, all payments accepted and applied by Lender shall be applied in the following order of
priority: (a) interest due under the Note; (b) principal due under the Note; (c) amounts due under
Section 3. Such payments shall be applied to each Periodic Payment in the order in which it
became due. Any remaining amounts shall be applied first to late charges, second to any other
amounts due under this Security Instrument, and then to reduce the principal balance of the Note.
If Lender receives a payment from Borrower for a delinquent Periodic Payment which
includes a suflìcient amount to pay any late charge due, the payment may be applied to the
delinquent payment and the late charge- If more than one Periodic Payment is outstanding, Lender
may apply any payment received from Borrower to the repayment ofthe Periodic Payments it, and
to the extent that, each payment can be paid in full. To the extent that any excess exists after the
payment is applied to the full payment of one or more Periodic Payments, such excess may be
applied to any late charges due- Voluntary prepayments shall be applied first to any prepayment
charges and then as described in the Note-
Any application of payments, insurance proceeds, or Miscellaneous Proceeds to principal
due under the Note shall not extend or postpone the due date, or change the amount, of the Periodic
Payments.
3. Funds for Escrow Items. Borrower shall pay to Lender on the day Periodic
Payments are due under the Note. until the Note is paid in full, a sum (the "Funds') to provide for
payment of amounts due for: (a) taxes and assessments and other items which can attain prioriry
over this Security Instrument as a lien or encumbrance on the Property; (b) leasehold payments or
ground rents on the Property. if any: (c) premiums forany and all insurance required by Lender
under Section 5; and (d) Morrgage Insurance premiums, if any, or any sums payable by Borrower
ro Lender in lieu of the payment of Mortgage Insurance premiums in accordance with the
provisions of Section 10. These items are called "Escrow ltems." At origination or at any time
during the term of the Loan, Lender may require that Community Association Dues, Fees, and
Assessments. if any, be escrowed by Borrower, and such dues, fees and assessments shall be an
Escrow lrem. Borrower shall promptly fumish to Lender all notices of amounts to be paid under
this Section. Borrower shall pay Lender the Funds for Escrow Items unless Lender waives
Borrower's obligation to pay the Funds f'or any or all Escrow ltems- Lender may waive Borrower's
obligation to pay to Lender Funds lor any or all Escrow ltems at any time. Any such waiver may
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only be in writing. In the event of such waiver. Borrower shall pay directly. when and where
payable. the amounts due for any Escrow Items for which payment of Funds has been waived by
Lender and, if Lender requires, shall fumish to Lender rece¡pts evidencing such payment within
such time period as Lender may require. Borrower's obligation to make such payments and to
provide receipts shall for all purposes be deemed to be a covenant and agreement contained in this
Security Instrument, as the phrase "covenant and agreement" is used in Section 9. If Borrower is
obligated to pay Escrow Items directly, pursuant to a waiver, and Borrower fails to pay the amount
due for an Escrow ltem, Lender may exercise its rights under Section 9 and pay such amount and
Borrower shall then be obligated under Section 9 to repay to Lender any such amount. Lender
may revoke the waiver as to any or all Escrow ltems at any time by a notice given in accordance
with Section l5 and, upon such revocation, Borrower shall pay to Lender all Funds, and in such
amounts, that are then required under this Section 3.
Lender may, at any time, collect and hold Funds in an amount (a) sufficient to permit
Lender to apply the Funds at the time specified under RESPA, and (b) not to exceed the maximum
amount a lender can require under RESPA. Lender shall estimate the amount of Funds due on the
basis of current data and reasonable estimates of expenditures of future Escrow ltems or otherwise
in accordance with Applicable Law.
The Funds shall be held in an institution whose deposits are insured by a federal agency,
instrumentality, or entity (including Lender, if Lender is an institution whose deposits are so
insured) or in any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow
Items no later than the time specified under RESPA. Lender shall not charge Borrower for holding
and applying the Funds, annually analyzing the escrow account, or verifring the Escrow ltems,
unless Lender pays Borrower interest on the Funds and Applicable Law permits Lender to make
such a charge. Unless an agreement is made in writing or Applicable Law requires interest to be
paid on the Funds, Lender shall not be required to pay Borrower any interest or earnings on the
Funds. Borrower and Lender can agree in writing, however, that interest shall be paid on the
Funds. Lender shall give to Borrower, without charge, an annual accounting of the Funds as
required by RESPA.
If there is a surplus of Funds held in escrow, as defined under RESPA, Lender shall account
to Borrower for the excess funds in accordance with RESPA. If there is a shortage of Funds held
in escrow, as defìned under RESPA, Lender shall notiff Borrower as required by RESPA, and
Borrower shall pay to Lender the amount necessary to make up the shortage in accordance with
RESPA, but in no more than 12 monthly payments. lf there is a deficiency of Funds held in
escrow. as defìned under RESPA, Lender shall notiff Borrower as required by RESPA, and
Borrower shall pay to Lender the amount necessary to make up the deficiency in accordance with
RESPA, but in no more than l2 monthly payments.
Upon payment in full of all sums secured by this Security Instrument, Lender shall
promptly refund to Borrower any Funds held by Lender.
4. Charges; Liens, Borrower shall pay all taxes, assessments, charges, fìnes, and
impositions anributable to the Property which can atlain priority over this Security Instrument-
leasehold payments or ground rents on the Properry, if any, and Community Association Dues,
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Fees, and Assessments, if any. To the extent that these items are Escrow ltems. Borrower shall
pay them in the manner provided in Section 3.
Borrower shall promptly discharge any lien which has priority over this Security
Instrument unless Borrower: (a) agrees in writing to the payment of the obligation secured by the
lien in a manner acceptable to Lender, but only so long as Borrower is performing such agreement;
(b) contests the lien in good faith by, or defends against enforcement of the lien in, legal
proceedings which in Lender's opinion operate to prevent the enforcement of the lien while those
proceedings are pending, but only until such proceedings are concluded; or (c) secures from the
holder of the lien an agreement satisfactory to Lender subordinating the lien to this Security
Instrument. If Lender determines that any part of the Property is subject to a lien which can attain
priority over this Security lnstrument, Lender may give Borrower a notice identiffing the lien.
Within l0 days of the date on which that notice is given, Borrower shall satisff the lien or take
one or more of the actions set forth above in this Section 4.
Lender may require Borrower to pay a one-time charge for a real estate tax verifìcation
and/or reporting service used by Lender in connection with this Loan.
5. Property Insurance. Borrower shall keep the improvements now existing or
hereafter erected on the Property insured against loss by fire, hazards included within the term
"extended coverage," and any other hazards including, but not limited to, earthquakes and floods,
for which Lender requires insurance. This insurance shall be maintained in the amounts (including
deductible levels) and for the periods that Lender requires. What Lender requires pursuant to the
preceding sentences can change during the term ofthe Loan. The insurance carrier providing the
insurance shall be chosen by Borrower subject to Lender's right to disapprove Borrower's choice,
which right shall not be exercised unreasonably. Lender may require Borrower to pay, in
connection with this Loan, either: (a) a one-time charge for flood zone determination, certification
and tracking services; or (b) a one-time charge for flood zone determination and certification
services and subsequent charges each time remappings or similar changes occur which reasonably
might affect such determination or cert¡fication. Borrower shall also be responsible for the
payment of any fees imposed by the Federal Emergency Management Agency in connection with
the review of any flood zone determination resulting from an objection by Borrower.
If Borrower fails to maintain any of the coverages described above. Lender may obtain
insurance coverage, at Lender's option and Borrower's expense. Lender is under no obligation to
purchase any particular type or amount ofcoverage. Therefore, such coverage shall cover Lender,
but might or might not protect Borrower, Borrower's equíty in the Property. or the contents of the
Properry, against any risk, hazard or liability and might provide greater or lesser coverage than
was previously in effect. Borrower acknowledges that the cost of the insurance coverage so
obtained might significantly exceed the cost of insurance that Borrower could have obtained. Any
amounts disbursed by Lender under this Section 5 shall become additional debt of Borrower
secured by this Security Instrument. These amounts shall bear interest at the Note rate from the
date ofdisbursement and shall be payable. with such interest, upon notice from Lender to Borrower
requesting payment.
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All insurance policies required by Lender and renewals of such policies shall be subject to
Lender's right to disapprove such policies. shall include a standard rnortgage clause, and shall
name Lender as mortgagee and/or as an additional loss payee. Lender shall have the right to hold
the policies and renewal certificates. If Lender requires, Borrower shall promptly give to Lender
all receipts of paid premiums and renewal notices. If Borrower obtains any form of insurance
coverage, not otherwise required by Lender. for damage to. or destruction of, the Property, such
policy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an
additional loss payee.
ln the event of loss, Borrower shall give prompt notice to the insurance carrier and Lender.
Lender may make proof of loss if not made promptly by Borrower. Unless Lender and Borrower
otherwise agree in writing. any insurance proceeds, whether or not the underlying insurance was
required by Lender, shall be applied to restoration orrepairof the Property, if the restoration or
repair is economically feasible and Lender's security is not lessened. During such repair and
restoration period, Lender shall have the right to hold such insurance proceeds until Lender has
had an opportunity to inspect such Property to ensure the work has been completed to Lender's
satisfaction, provided that such inspection shall be undertaken promptly. Lender may disburse
proceeds for the repairs and restoration in a single payment or in a series of progress payments as
the work is completed. Unless an agreement is made in writing or Applicable Law requires interest
to be paid on such insurance proceeds. Lender shall not be required to pay Borrower any interest
or eamings on such proceeds. Fees for public adjusters, or other third parties, retained by Borrower
shall not be paid out of the insurance proceeds and shall be the sole obligation of Borrower. If the
restoration or repair is not economically feasible or Lender's security would be lessened, the
insurance proceeds shall be applied to the sums secured by this Security Instrument, whether or
not then due, with the excess, if any, paid to Borrower. Such insurance proceeds shall be applied
in the order provided for in Section 2.
lf Borrower abandons the Property. Lender may file, negotiate and settle any available
insurance claim and related matters. If Borrower does not respond within 30 days to a notice from
Lender that the insurance carrier has offered to settle a claim, then Lender may negotiate and settle
the claim. The 30-day period will begin when the notice is given. In either event, or if Lender
acquires the Property under Section 22 or otherwise, Borrower hereby assigns to Lender (a)
Borrower's rights to any insurance proceeds in an amount not to exceed the amounts unpaid under
¡he Note or this Security lnstrument. and (b) any other of Borrower's rights (other than the right
to any refr¡nd of uneamed premiums paid by Borrower) under all insurance policies covering the
Property, insofar as such rights are applicable to the coverage of the Property. Lender may use the
insurance proceeds e ither to repair or restore the Property or to pay amounts unpaid under the Note
or this Security lnstrument, whether or not then due.
ó. Occupancy. Borrower shall occupy, establish, and use the Property as Borrower's
principal residence within 60 days after the execution of this Security Instrument and shall
continue to occupy the Property as Borrower's principal residence for at least one year after the
date of occupancy, unless Lender otherwise agrees in writing, which consent shall not be
unreasonably withheld, or unless extenuating circumstances exist which are beyond Borrower's
control.
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7. Preservation, Maintenance and Protection of the Property; Inspections.
Borrower shalt not destroy, damage or impair the Property, allow the Property to deter¡orate or
commit waste on the Property. ìühether or not Borrower is residing in the Property, Borrower
shall maintain the Property in order to prevent the Property from deteriorating or decreasing in
vatue due to its condition. Unless it is determined pursuant to Section 5 that repair or restoration
is not economically feasible, Borrower shall promptly repair the Property if damaged to avoid
further deterioration or damage. lf insurance or condemnation proceeds are paid in connection
with damage to, or the taking of, the Property, Borrower shall be responsible for repairíng or
restoring the Property only if Lender has released proceeds for such purposes. Lender may
disburse proceeds for the repairs and restoration in a single payment or in a series of progress
payments as the \¡york is completed. If the insurance or condemnation proceeds are not sufficient
to repair or restore the Properry, Borrower is not relieved of Borrower's obligation for the
completion of such repair or restoration.
Lender or its agent may make reasonable entries upon and inspections of the Properry. If
it has reasonable cause, Lender may inspect the interior of the improvements on the Property.
Lender shall give Borrower notice at the time of or prior to such an interior inspection speciffing
such reasonable cause.
8. Borrower's Loan Application. Borrower shall be in default if, during the Loan
application process, Borrower or any persons or entities acting at the direction of Borrower or with
Borrower's knowledge or consent gave materially false, misleading, or inaccurate information or
statements to Lender (or failed to provide Lender with material information) in connection with
the Loan. Material representations include, but are not limited to, representations concerning
Borrower's occupancy of the Property as Borrower's principal residence.
9. Protection of Lender's Interest in the Property and Rights Under this Security
Instrument. If (a) Borrower fails to perform the covenants and agreements contained in this
Security Instrument, (b) there is a legal proceeding that might significantly affect Lender's interest
in the Property andlor rights under this Securiry Instrument (such as a proceeding in bankruptcy,
probate, for condemnation or forfeiture, for enforcement of a lien which may attain priority over
this Security Instrument or to enforce laws or regulations), or (c) Borrower has abandoned the
Property, then Lender may do and pay for whatever is reasonable or appropriate to protect Lender's
interest in the Property and rights under this Security Instrument, including protecting and/or
assessing rhe value of the Property, and securing and/or repairing the Properry. Lender's actions
can include, but are not limited to: (a) paying any sums secured by a lien which has priority over
this Security Instrument: (b) appearing in court; and (c) paying reasonable attorneys' fees to protect
its interest in the Property and/or rights under this Security Instrument, including its secured
position in a bankruptcy proceeding. Securing the Property includes, but is not limited to, entering
the Propeny to make repairs, change locks, replace or board up doors and windows, drain water
from pipes, eliminate building or other code violations or dangerous conditions, and have utilities
turned on or off. Although Lender may take action under this Section 9, Lender does not have to
do so and is not under any duty or obligation to do so. It is agreed that Lender incurs no liabiliry
for not taking any or all actions authorized under this Section 9.
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Any amounts disbursed by Lender under this Section 9 shall become additional debt of
Borrower secured by this Security Instrument. These amounts shall bear interest at the Note rate
from the date of disbursement and shall be payable, with such interest, upon notice from Lender
to Borrower requesting payment.
If this Security Instrument is on a leasehold, Borrower shall comply with all the provisions
of the tease. If Borrower acquires fee title to the Property, the leasehold and the fee title shall not
merge unless Lender agrees to the merger in writing.
10. Mortgage Insurance. If Lender required Mongage Insurance as a condition of
making the Loan, Borrower shall pay the premiums required to maintain the Mortgage Insurance
in effect. If, for any reason, the Mortgage Insurance coverage required by Lender ceases to be
available from the mortgage insurer that previously provided such insurance and Borrower was
required to make separately designated payments toward the premiums for Mortgage Insurance,
Borrower shall pay the premiums required to obtain coverage substantially equivalent to the
Mortgage Insurance previously in effect, at a cost substantially equivalent to the cost to Borrower
of the Mortgage Insurance previously in effect, from an altemate mortgage insurer selected by
Lender. If substantially equivalent Mortgage Insurance coverage is not available, Borrower shall
continue to pay to Lender the amount of the separately designated payments that were due when
the insurance coverage ceased to be in effect. Lender will accept, use and retain these payments
as a non-refundable loss reserve in lieu of Mortgage Insurance. Such loss reserve shall be non-
reñrndable, notwithstanding the fact that the Loan is ultimately paid in full, and Lender shall not
be required to pay Borrower any interest or earnings on such loss reserve. Lender can no longer
require loss reserve payments if Mortgage Insurance coverage (in the amount and for the period
that Lender requires) provided by an insurer selected by Lender again becomes available, is
obtained, and Lender requires separately designated payments toward the premiums for Mongage
Insurance. If Lender required Mortgage Insurance as a condition of making the Loan and Borrower
was required to make separately designated payments toward the premiums for Mortgage
Insurance, Borrower shall pay the premiums required to maintain Mortgage Insurance in effect, or
to provide a non-refi¡ndable loss reserve, until Lende r's requirement for Mortgage Insurance ends
in accordance with any written agreement between Borrower and Lender providing for such
termination or until termination is required by Applicable Law. Nothing in this Section l0 affects
Borrower's obligation to pay interest at the rate provided in the Note.
Mortgage Insurance reimburses Lender (or any entity that purchases the Note) for certain
losses it may incur if Borrower does not repay the Loan as agreed. Borrower is not a party to the
Mortgage Insurance.
Mortgage insurers evaluate their total risk on all such insurance in force from time to time,
and may enter into agreements with other parties that share or modifo their risk, or reduce losses.
These agreements are on terrns and conditions that are satisfàctory to the mortgage insurer and the
other party (or parties) to these agreements- These agreements may require the mortgage insurer
to make payments using any source of funds that the mongage insurer may have available (which
may include funds obtained from Mortgage Insurance premiums).
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As a result of these agreements. Lender, any purchaser of theNote, another insurer. any
reinsurer, any other entity, or any affitiate of any of the foregoing, may receive (directly or
indirectly) amounts that derive from (or might be characterized as) a port¡on of Borrower's
payments-for Mortgage lnsurance, in exchange for sharing or modifuing the mortgage insurer's
,¡r-k, o, reducing losses. lf such agreement provides that an affiliate of Lender takes a share of the
insurer's risk in exchange for a share of the premiums paid to the insurer, the arrangement is often
termed "captive reinsurance." Further:
(a) Any such agreements will not affect the amounts that Borrower has agreed to
pay for Mortgage Insurance, or any other terms of the Loan. Such agreements will not
increase the amount Borrower will owe for Mortgage Insurance, and they will not entitle
Borrower to any refund.
(b) Any such agreements will not affect the rights Borrower has - if any - with
respect to the Mortgage Insurance under the Homeowners Protection Act of 1998 or any
other law. These rigtrts may include the right to receive certain disclosures, to request and
obtain cancellation of the Mortgage Insurance, to have the Mortgage Insurance terminated
automatically, and/or to receive a refund of any Mortgage Insurance premiums that were
unearned at the time of such cancellation or termination.
ll. Assignment of Miscellaneous Proceeds; Forfeiture. All Miscellaneous Proceeds
are hereby assigned to and shall be paid to Lender.
If the Property is damaged, such Miscellaneous Proceeds shall be applied to restoration or
repair of the Property, if the restoration or repair is economically feasible and Lender's security is
nót lessened. During such repair and restoration period, Lender shall have the right to hold such
Miscellaneous Proceeds until Lender has had an opportunity to inspect such Properfy to ensure the
work has been completed to Lender's satisfaction, provided that such inspection shall be
undertaken promptly. Lender may pay for the repairs and restoration in a single disbursement or
in a series oip.og.ess payments as the work is completed. Unless an agreement is made in writing
or Appticabli l-aw requires interest to be paid on such Miscellaneous Proceeds, Lender shall not
be riquired to pay Borrower any interest or earnings on such Miscellaneous Proceeds- If the
restoråtion or repair is not economically feasible or Lender's security would be lessened, the
Miscellaneous Proceeds shall be applied to the sums secured by this Security Instrument, whether
or not then due, with the excess, if any, paid to Borrower. Such Miscellaneous Proceeds shall be
applied in the order provided for in Section 2-
In the event of a total taking, destruction, or loss in value of the Properry, the Miscellaneous
Proceeds shall be applied to the sums secured by this Security Instrument, whether or not then due,
with the excess, if any. paid to Borrower.
In the event of a partial taking, destruction, or loss in value of the Properry in which the
fair market value of the Property immediately before the partial taking, destruction, or loss in value
is equal to or greater than the amount of the sums secured by this Security Instrument immediately
before the partial taking, destruction, or loss in value, unless Borrower and Lender otherwise agree
in writing, the sums secured by this Security lnstrurnent shall be reduced by the amount of the
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Miscellaneous Proceeds multiplied by the following fraction: (a) the total amount of the sums
secured immediately before the partial taking, destruction, or loss in value divided by (b) the fair
market value of the Property immediately before the pafial taking, destruction, or loss in value.
Any balance shall be paid to Borrower.
In the event of a partial taking, destruction, or loss in value of the Properry in which the
fair market value of the Property immediately before the partial taking, destruction, or loss in value
is less than the amount of the sums secured immediately before the partial taking, destruction, or
loss in value, unless Borrower and Lender otherwise agree in writing, the Miscellaneous Proceeds
shall be applied to the sums secured by this Security Instrument whether or not the sums are then
due.
If the Property is abandoned by Borrower, or ii after notice by Lender to Borrower that
the Opposing Parly (as defined in the next sentence) offers to make an award to settle a claim for
damages, Borrower fails to respond to Lender within 30 days after the date the notice is given,
Lendãr is authorized to collect and apply the Miscellaneous Proceeds either to restoration or repair
of the Property or to the sums secured by this Security Instrument, whether or not then due.
"Opposing Party" means the third party that owes Borrower Miscellaneous Proceeds or the party
against whom Borrower has a right of action in regard to Miscellaneous Proceeds.
Borrower shall be in default ifany action or proceeding, whether civil or criminal, is begun
that, in Lender's judgment, could result in forfeiture of the Property or other material impairment
of Lender's interest in the Properly or rights under this Security Instrument. Borrower can cure
such a default and, ifacceleration has occurred, reinstate as provided in Section I 9, by causing the
action or proceeding to be dismissed with a ruling that, in Lender's judgment, precludes forfeiture
of the Próperty or other material impairment of Lender's interest in the Property or rights under
this Security Instrument. The proceeds of any award or claim for damages that are attributable to
the impairment of Lender's interest in the Property are hereby assigned and shall be paid to Lender.
All Miscellaneous Proceeds that are not applied to restoration or repair of the Property shall
be applied in the order provided for in Section 2.
12. Borrower Not Released; Forbearance By Lender Not a Waiver. Extension of
the time for payment or modification of amortization of the sums secured by this Security
lnstrument granted by Lender to Borrower or any Successor in lnterest of Borrower shall not
operate to release the liability of Borrower or any Successors in Interest of Borrower. Lender shall
not be required to commence proceedings against any Successor in Interest of Borrower or to
refuse to extend time for payment or otherwise modis amortization of the sums secured by this
Security Instrument by reason of any demand made by the original Borrower or any Successors in
Interest of Borrower. Any forbearance by Lender in exercising any right or remedy including,
without limitation, Lender's acceptance of payments from third persons, entities or Successors in
lnterest of Borrower or in amounts less than the amount then due, shall not be a waiver of or
preclude the exercise of any right or remedy.
13. Joint and Several Liabilify; Co-signers; Successors and Assigns Bound.
Borrower covenants and agrees that Borrower's obligations and liability shall be joint and several.
However, any Borrower who co-signs this Security Instrument but does not execute the Note (a
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"co-signer"): (a) is co-signing this Security Instrument only to mortgage, grant and convey the co-
signer's interest in the Property under the terms of this Security Instrument; (b) is not personally
obligated to pay the sums secured by this Security lnstrument; and (c) agrees that Lender and any
other Borrower can agree to extend, modifu, forbear or make any accommodations with regard to
the terms of this Security Instrument or the Note without the co-signer's consent.
Subject to the provisions of Section 18, any Successor in Interest of Borrowerwho assumes
Borrower's obligations under this Security lnstrument in writing, and is approved by Lender, shall
obtain all of Borrower's rights and benefìts under this Security Instrument. Borrower shall not be
released from Borrower's obligations and liability under this Securiry Instrument unless Lender
agrees to such release in writing. The covenants and agreements of this Security Instrument shall
bind (except as provided in Section 20) and benefit the successors and assigns ofLender.
14. Loan Charges. Lender may charge Borrower fees for services performed in
connection with Borrower's default, for the purpose of protect¡ng Lender's interest in the Property
and rights under this Security Instrument, including, but not limited to, attorneys' fees, properfy
inspection and valuation fees. In regard to any other fees, the absence ofexpress authority in this
Security Instrument to charge a specific fee to Borrower shall not be construed as a prohibition on
the charging of such fee. Lender may not charge fees that are expressly prohibited by this Security
Instrument or by Applicable Law.
If the Loan is subject to a law which sets maximum loan charges, and that law is finally
interpreted so that the interest or other loan charges collected or to be collected in connection
with the Loan exceed the permitted limits, then: (a) any such loan charge shall be reduced by the
amount necessary to reduce the charge to the permined limit; and (b) any sums already collected
from Borrower which exceeded permined limits will be refunded to Borrower. Lender may
choose to make this refund by reducing the principal owed under the Note or by making a direct
payment to Borrower. If a refund reduces principal, the reduction will be treated as a partial
prepayment without any prepayment charge (whether or not a prepayment charge is provided for
under the Note). Borrower's acceptance of any such refund made by direct payment to Borrower
will constitute a waiver of any right of action Borrower might have arising out of such
overcharge.
15. Notices. All notices given by Borrower or Lender in connection with this Security
Instrument must be in writing. Any notice to Borrower in connection with this Security Instrument
shall be deemed to have been given to Borrower when mailed by first class mail or when actually
delivered to Borrower's notice address if sent by other means. Notice to any one Borrower shall
constitute notice to all Borrowers unless Applicable Law expressly requires otherwise. The notice
address shall be the Property Address unless Borrower has designated a substitute notice address
by notice to Lender. Borrower shall promptly notify Lender of Borrower's change of address. If
Lender specifies a procedure for reporting Borrower's change of address, then Borrower shall only
report a change of address through that specified procedure. There may be only one designated
notice address under this Security lnstrument at any one time. Any notice to Lender shall be given
by delivering it or by mailing it by first class mail to Lender's address stated herein unless Lender
has designated another address by notice to Borrower- Any notice in connection wirh this Security
Instrument shall not be deemed to have been given to Lender until actually received by Lender. If
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any norice required by this Security lnstrument is also required under Applicable Law. the
Applicable Law requirement will satisfy the corresponding requirement under this Security
Instrument
16. Governing Law; Severability; Rules of Construction, This Security Instrument
shall be governed by tèderal law and the law of the jurisdiction in which the Property is located.
All rights and obligations contained in this Security Instrument are subject to any requirements
and limitations of Applicable Law. Applicable Law might explicitly or implicitly allow the parties
to agree by contract or it might be silent, but such silence shall not be construed as a prohibition
against agreement by contract. ln the event that any provision or clause of this Security lnstrument
or the Note conflicts with Applicable Law, such conflict shall not affèct other provisions of this
Security Instrument or the Note which can be given effect without the conflicting provision.
As used in this Security Instrument: (a) words of the masculine gender shall mean and
include corresponding neuter words or words of the feminine gender; (b) words in the singular
shall mean and include the plural and vice versa; and (c) the word "may" gives sole discretion
without any obligation to take any action.
17. Borrower's Copy. Borrower shall be given one copy of the Note and of this
Security Instrument.
f 8. Transfer of the Property or a Benelicial Interest in Borrower. As used in this
Section 18, "lnterest in the Property" means any legal or beneficial interest in the Property,
including, but not limited to, those beneficial interests transferred in a bond for deed, contract for
deed, installment sales contract or escrow agreement, the intent of which is the transfer of title by
Borrower at a future date to a purchaser.
If all or any part of the Property or any Interest in the Property is sold or transferred (or if
Borrower is not a natural person and a benefìcial interest in Borrower is sold or transferred) without
Lender's prior written consent. Lender may require immediate payment in full of all sums secured
by this Security lnstrument. However, this option shall not be exercised by Lender if such exercise
is prohibited by Applicable Law.
If Lender exercises this option, Lender shall give Borrower notice of acceleration. The
notice shall provide a period of not less than 30 days from the date the notice is given in accordance
with Section l5 within which Borrower must pay all sums secured by this Security Instrument. If
Borrower fails to pay lhese sums prior to the expiration of this period, Lender may invoke any
remedies permitted by this Security Instrument without further notice or demand on Borrower.
19. Borrower's Right to Reinstate After Acceleration. lf Borrower meets celain
conditions, Borrower shall have the right to have enforcement of this Security Instrument
discontinued at any time prior to the earliest of: (a) five days before sale of the Property pursuant
to any power of sale contained in this Security Instrument; (b) such other period as Applicable
Law might specify f-or the termination of Borrower's right to reinstate; or (c) entry of a judgment
enforcing this Security Instrument- Those conditions are that Borrower: (a) pays Lender all sums
which then would be due under this Security Instrument and the Note as if no acceleration had
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RECEPTION#: 660226, 1110712019 atOl;47:13 PM, Pgs 14 of 19, Janice K. Vos Caudill, Pítkin County, CO
occurred; (b) cures any default ofany othercovenants oragreements: (c) pays all expenses incurred
in enforcing this Security Instrument. including. but not limited to, reasonable attorneys' fees,
property inspection and valuation fees, and other fees incurred fbr the purpose ol protecting
Lender's interest in the Property and rights under this Security Instrument; and (d) takes such
action as Lender may reasonably require to assure that Lender's interest in the Property and rights
under this Security Instrument, and Borrower's obligation to pay the sums secured by this
Security Instrument, shall continue unchanged. Lender may require that Borrower pay such
reinstatement sums and expenses in one or more of the following forms, as selected by Lender: (a)
cash: (b) money order; (c) certified check, bank check, treasurer's check or cashier's check,
provided any such check is drawn upon an institution whose deposits are insured by a federal
agency. instrumentality or entity; or (d) Electronic Funds Transfer. Upon reinstatement by
Borrower, this Security Instrument and obligations secured hereby shall remain fully effective as
if no acceleration had occurred. However, this right to reinstate shall not apply in the case of
acceleration under Section 18.
2A. Sale of Note; Change of Loan Servicer; Notice of Grievance. The Note or a
part¡al interest in the Note (together with this Security Instrument) can be sold one or more times
without prior notice to Borrower. A sale might result in a change in the entiry (known as the "Loan
Servicer') that collects Periodic Payments due under the Note and this Security Instrument and
performs other moftgage loan servicing obligations under the Note, this Securify Instrument, and
Applicable Law. There also might be one or more changes of the Loan Servicer unrelated to a
sale of the Note. If there is a change of the Loan Servicer, Borrower will be given written notice
ofthe change which will state the name and address of the new Loan Servicer, the address to which
payments should be made and any other information RESPA requires in connection with a notice
of transfer of servicing. If the Note is sold and thereafter the Loan is serviced by a Loan Servicer
other than the purchaser of the Note, the mortgage loan servicing obligations to Borrower will
remain with the Loan Servicer or be transferred to a successor Loan Servicer and are not assumed
by the Note purchaser unless otherwise provided by the Note purchaser.
Neither Borrower nor Lender may commence, join, or be joined to any judicial action (as
either an individual litigant or the member of a class) that arises from the other party's actions
pursuant to th¡s Security Instrument or that alleges that the other party has breached any provision
of, or any duty owed by reason of, this Security Instrument, until such Borrower or Lender has
notifìed the other party (with such notice given in compliance with the requirements of Section
I 5) ofsuch alleged breach and afforded the other party hereto a reasonable period after the giving
of such notice to take corrective action. If Applicable Law provides a time period which must
elapse before certain action can be taken, that time period will be deemed to be reasonable for
purposes of this paragraph. The notice of acceleration and opportunity to cure given to Borrower
pursuant to Section 22 and the notice of acceleration given to Borrower pursuant to Section l8
shall be deemed to satisfy the notice and opportunity to take corrective action provisions of this
Section 20.
21. Hazardous Substances. As used in this Section 2l: (a) "Hazardous Substances"
are those substances defìned as toxic or hazardous substances. pollutants. or wastes by
Environmental Law and the following substances: gasoline. kerosene, other flammable or toxic
petroleum products, toxic pesticides and herbicides. volatile solvents, materials containing
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RECEPTION#: 660226, 1110212019 atO1i47:.13 PM, Pgs 15 of 19, Janice K. Vos Caudill, Pitkin County, CO
asbestos or formaldehyde, and radioactive mater¡als; (b) "Environmental Law" means federal
laws and laws of the jurisdiction where the Property is located that relate to health, safety or
env¡ronmental protection; (c) "Environmental Cleanup" includes any response action, remedial
action. or removal action. as defined in Environmental Law; and (d) an "Environmen¡al Condition"
means a condition that can cause, contribute to, or otherwise trigger an Environmental Cleanup.
Borrowershall not cause or permit the presence, use, disposal, storage, or release of any
Hazardous Substances, or threaten to release any Hazardous Substances, on or in the Property.
Borrower shall not do, nor allow anyone else to do. anything affecting the Property (a) that is in
violation of any Environmental Law, (b) which creates an Environmental Condition, or (c) which,
due to the presence, use, or release of a Hazardous Substance, creates a condition that adversely
affects the value of the Property. The preceding two sentences shall not apply to the presence,
use, or storage on the Property of small quantities of Hazardous Substances that are generally
recognized to be appropriate to normal residential uses and to maintenance of the Property
(including, but not limited to, hazardous substances in consumer products).
Borrower shall promptly give Lender written notice of (a) any investigation, claim,
demand, lawsuit or other action by any governmental or regulatory agency or private party
involving the Property and any Hazardous Substance or Environmental Law of which Borrower
has actual knowledge, (b) any Environmental Condition, including but not limited to, any spilling,
leaking, discharge, release or threat ofrelease ofany Hazardous Substance, and (c) any condition
caused by the presence, use or release of a Hazardous Substance which adversely affects the value
of the Property. If Bonower leams, or is notified by any governmental or regulatory authority, or
any private party, that any removal or other remediation of any Hazardous Substance affecting the
Property is necessary, Borrower shall promptly take all necessary remedial actions in accordance
with Environmental Law. Nothing herein shall create any obligation on Lender for an
Environmental Cleanup.
NON-UNIFORM COVENANTS. Borrower and Lender further covenant and agree as follows:
22. Acceleration; Remedies. Lender shall give notice to Borrower prior to
acceleration following Borrower's breach of any covenant or agreement in this Security Instrument
(but not prior to acceleration under Section l8 unless Applicable Law provides otherwise). The
notice shall speciff: (a) the default; (b) the action required to cure the default; (c) a date, not less
than 30 days from the date the notice is given to Borrower, by which the default must be cured;
and (d) that failure to cure the default on or before fhe date specified in the notice may result in
acceleration of the sums secured by this Security Instrument and sale of the Properry. The notice
shall further inform Borrower of the right to reinstate afier acceleration and the right to assert in
the foreclosure proceeding the non-existence of a default or any other defense of Borrower to
acceleration and sale. If the default is not cured on or before the date specified in the notice,
Lender at its option may require immediate payment in fullof all sums secured by this Security
Instrument without funher demand and may invoke the power of sale and any other remedies
permitted by Applicable Law. Lender shall be entitled to collect all expenses incurred in pursuing
the remedies provided in this Section 22. including. but not limited to, reasonable attorneys' fees
and costs of title evidence-
t5
Page 59 of 111
RECEPTION#:660226, 11lO7l2O'19 at01;47:13 PM, Pgs 16 of 19, Janice K. Vos Caudill, Pitkin County, CO
If Lender invokes the power olsale, Lender shall give written notice to Trustee of the
occurrence of an event of default and of Lender's election to cause the Property to be sold. Lender
shall mail a copy of the notice to Borrower as provided in Section 15. Trustee shall record a copy
of the notice in the county in which the Properfy is located. Trustee shallpublish a not¡ce of sale
for the time and in the manner provided by Applicable Law and shall mail copies of the notice of
sale in the manner prescribed by Applicable Law to Borrower and to the other persons prescribed
by Applicable Law. After the time required by Applicable Law, Tnrstee, without demand on
Borrower, shall sell the Property at public auction to the highest bidder for cash at the time and
place and under the terms designated in the notice of sale in one or more parcels and in any order
Trustee determines. Trustee may postpone sale of any parcel of the Property by public
announcement at the time and place of any previously scheduled sale. Lender or its designee may
purchase the Property at any sale.
Trustee shall deliver to the purchaser Trustee's certificate describing the Property and the
time the purchaser will be entitled to Trustee's deed- The recitals in the Trustee's deed shall be
prima facie evidence of the truth of the statements made therein. Trustee shall apply the proceeds
of the sale in the following order: (a) to all expenses of the sale, including, but not limited to,
reasonable Trustee's and attorneys' fees; (b) to all sums secured by this Security Instrument; and
(c) any excess to the person or persons legally entitled to it.
23- Release. Upon payment of all sums secured by this Security Instrument, Lender
shall request that Trustee release this Security Instrument and shall produce for Trustee, duly
cancelled, all notes evidencing debts secured by this Security Instrument. Trustee shall release
this Security Instrument without further inquiry or liability. Borrower shall pay any recordation
costs and the statutory Trustee's fees.
[Continued on Next Page]
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Page 60 of 111
RECEPTION#: 660226, 1110712019 atOl;47;13 PM, Pgs 17 ot 19, Janice K. Vos Caudill, Pitkin County, CO
24. Waiver of Homestead. Borrower waives all right of homestead exemption in the
Properly
BY SIGNING BELOW, Borrower accepts and agrees to the terms and covenants contained in
this Security Instrument and in any Rider executed by Borrower and recorded with it.
BORROWER:
Otis Real Estate Holdings LLC, a
New York limited liability company
By I
Bret Hirsh, Managing Member
By
Amanda Managing Member
RRES Name:
RRES Title:
RRES NMLS #:
Bank Name:
Bank NMLS#:
Michael Reddish
Vice President; Residential Real Estate Specialist
r419t95
Bank of America, NA
399842
STATE OF L"lo w a-<N tt
couNrY oF?+ [<-t ...
berore... *-tr, S -ì-l, rr.ul a
g by Bret H n.
)
) ss.
)
qf Trust was acknowledged
f \o úr-r.,, Vt -.n,'r' . 20l
Managing Member of Otis Real Estate Holdings LLC, a New York limited liability company.
V/ITNESS my hand and ofïicial seal.
My exprres:
JOYS HIGENS
NOTABY PUBLIC
STATE OF COLORADO
NOïABY tD 1æ44004544
MY COMMISSION EXPIRES JULY ß,Nn
I
of Nota blic
(Seal)
l7
Page 61 of 111
RECEPTION#: 660226, 11107l,2019 atOl:47:13 PM, Pgs 18 of 19, Janice K. Vos Gaudill, Pitkin County, CO
CUSTOM MORTGAGE RIDER
This Rider ("Rider") is made as of November 7, 2019 and is incorporated into and shall be
deemed to amend and supplement the Deed of Trust (the "security Instrument") of the same date
given by the undersigned ("Borrower") to secure Borrower's Note ("Note") to Bank of America,
N.A. ("Lender") dated November 7,2019 and covering the property described in the Security
Instrument and known as or located at:
134 E. Bleeker Street, Aspen, CO 816ll.
Defined terms used in this Rider shall have the meaning set forth in the Security Instrument unless
otherwise indicated.
ADDITIONAL COVENANTS
In addition to the covenants made in the Security lnstrument, Borrower further covenants and
agrees as follows:
l. Hazardous Substances. Borrower shall indemniff Lender and Trustee against, and
reimburse them on demand for, any and all liabilities, costs and expenses (including without
limitation reasonable fees and expenses of attorneys and other professional consultants and
experts) of every kind which may be incurred by Lender or Trustee as a result of the presence of
any Hazardous Substance about the Property, or the migration or release or threatened migration
or release of any Hazardous Substance on, to, from or through the Property, at any time during or
before Borrower's ownership of the Propefty, or any act, omission or event existing or occurring
in connection with the handling, storage, removal or disposal of any such Hazardous Substance or
any violation of any Environmental Law or the filing or imposition of any environmental lien or
claim against the Property as a result of any of the above occulrences.
2. No Other Liens. Borrower will not, without the prior written consent of Lender,
except as otherwise specified by applicable law, grant, suffer or permit any contractual or non-
contractual lien on or security interest in the Property, except in favor of Lender, or fail to promptly
pay when due all lawful claims, whether for labor, materials or otherwise. To the extent applicable
law allows the creation of liens against the Property, Borrower will advise Lender in writing within
ten (10) days ofthe creation ofany such liens against the Property.
3. Financial Statements/Appraisals. Lender may at its option obtain once in each
year (or as otherwise requested by Lender) an appraisal ofthe Propefty or any part thereofprepared
in accordance with written instructions from Lender by a third party appraiser engaged directly by
Lender if any of the following occur as determined by Lender in its sole discretion: (a) a Default
has occurred and is continuing; (b) an adverse change has occurred in real estate market conditions
in the area where the Property is located; (c) an appraisal is required or recommended by bank
examiners and/or auditors or pursuant to banking regulations or bank policy then in effect; or (d)
an adverse change has occurred in the financial cond ition of Borrower. Each such appraiser and
appraisal shall be satisfactory to Lender. To the extent not prohibited by applicable law, the cost
of each such appraisal shall be payable by Borrow'er to Lender on demand (which obligation
r8
Page 62 of 111
RECEPTION#: 660226, 'l1lÛ7l2O19 atOl:47i13 PM, Pgs 19 of 19, Janice K. Vos Caudill, Pitkin County, CO
Borrower hereby promises to pay). W¡thout limitation of other or additional requirements in any
of the other Loan Documents, Borrower will furnish to Lender, in form and detail sat¡sfactory to
Lender, a financial statement of Borrower no later than thirty (30) days after written request
therefor by Lender. Each financial statement submitted pursuant to this section shall be certified
in writing as true and correct by Borrower. Borrower will furnish to Lender at Borrower's expense
all evidence which Lender may from time to time reasonably request as to compliance with all
provisions of the Note, Security Instrument as supplemented by this Rider, and any other
documents provided by Borrower to Lender or executed in connection with the loan evidenced by
the Note (collectively the "Loan Documents").
4. Effective as Financing Statement. The Security lnstrument shall be effective as a
financing statement filed as a fixture filing with respect to all fìxtures included within the Property
and is to be filed for record in the real estate records of each city or county where the Property
(including said fìxtures) is situated.
5. Construction Mortgage. Untent¡onally Omitted]
6. No Liabitity of Trustee. The Trustee, where applicable, shall not be liable for any
error or act done by Trustee in good faith, or be otherwise responsible or accountable under any
circumstances whatsoever (including Trustee's negligence), except for Trustee's gross negligence
or willful misconduct. Borrower will reimburse Trustee for, and save him harmless against, any
and all liability and expenses which may be incurred by him in the performance of his duties. The
foregoing indemnity shall not terminate upon discharge of the Secured Indebtedness or
foreclosure, or release or other termination of the Security lnstrument.
7. Entire Agreement; Further Assurances. The Loan Documents constitute the entire
understanding and agreement between Borrower and Lender with respect to the transactions
arising in connection with the indebtedness secured hereby and supersede all prior written or oral
understandings and agreements between Borrower and Lender with respect to the matters
addressed in the Loan Documents. Borrower will, promptly on Lender's request, execute, deliver,
procure and/or file such further documents, and take such further action as is necessary, desirable
or proper to carry out more effectively the purposes of the Loan Documents, to correct any defect
in the Loan Documents, or to more fully identifu and subject to the Security lnstrument any
property intended to be covered by the Security Instrument.
By signing below Borrower âccepts and agrees to the terms and covenants contained in this Rider.
BORROWER
Otis Real Estate Holdings LLC, a
New York limited liability company
By:
Hirsh. Managing Member
t9
By:
Amanda H Managing Member
Page 63 of 111
1,128
188.1
Legend
1:
WGS_1984_Web_Mercator_Auxiliary_Sphere
Feet0188.194.04
Notes
134 East Bleeker Street Vicinity Map
THIS MAP IS FOR INFORMATIONAL PURPOSES.
Pitkin County GIS makes no warranty or guarantee
concerning the completeness, accuracy, or reliability
of the content represented.
Map Created on 1:48 PM 01/10/20 at http://www.pitkinmapsandmore.com
State Highway
Road Centerline 4K
Primary Road
Secondary Road
Service Road
Address Number
Parcel Boundary
Rivers and Creeks
Continuous
Intermittent
River, Lake or Pond
Town Boundary
Federal Land Boundary
BLM
State of Colorado
USFS
Page 64 of 111
Pitkin County Mailing List of 300 Feet Radius
Pitkin County GIS presents the information and data on this web
site as a service to the public. Every effort has been made to
ensure that the information and data contained in this electronic
system is accurate, but the accuracy may change. Mineral
estate ownership is not included in this mailing list. Pitkin County
does not maintain a database of mineral estate owners.
Pitkin County GIS makes no warranty or guarantee concerning
the completeness, accuracy, or reliability of the content at this
site or at other sites to which we link. Assessing accuracy and
reliability of information and data is the sole responsibility of the
user. The user understands he or she is solely responsible and
liable for use, modification, or distribution of any information or
data obtained on this web site.
This document contains a Mailing List formatted to be
printed on Avery 5160 Labels. If printing, DO NOT "fit to
page" or "shrink oversized pages." This will manipulate the
margins such that they no longer line up on the labels
sheet. Print actual size.
From Parcel: 273707315002 on 01/10/2020
Instructions:
Disclaimer:
http://www.pitkinmapsandmore.com
Page 65 of 111
WHITMAN RANDALL A
CORAL GABLES, FL 33156
4845 HAMMOCK LAKE DR
DIRE WOLF LLC
ASPEN, CO 81611
100 E MAIN ST # 1
MC2 PARTNERS LLC
CHICAGO, IL 60654
225 W HUBBARD ST #501
JOHNSON MONTAE IMBT
DALLAS, TX 75230
6820 BRADBURY
CRMX-236 LLC
DILLON, MT 59725
PO BOX 1031
100 EAST MAIN STREET LLC
ASPEN, CO 81611
623 E HOPKINS AVE
ZATS JULIE
ASPEN, CO 81611
118 N GARMISCH
JBC PREFERRED PROPERTIES LLC
DELRAY BEACH, FL 33483
1005 BROOKS LN
KRIBS KAREN REV LIV TRUST
ASPEN, CO 81612
PO BOX 9994
EAST BLEEKER DUPLEX CONDO ASSOC
ASPEN, CO 81611
232 E BLEEKER ST
FLEMING KIMBERLY PAIGE
ASPEN, CO 81612
PO BOX 2869
ROCKING LAZY J PROPS LLC
ASPEN, CO 81611
202 E MAIN ST
223 HALLAM LLC
ASPEN, CO 81611
1315 MOUNTAIN VIEW DR
203 E HALLAM LLC
ASPEN, CO 81611
101 S MILL ST # 200
232 E BLEEKER LLC
AUSTIN, TX 78701
210 LAVACA ST #2405
208 MAIN LLC
ASPEN, CO 81611
623 E HOPKINS AVE
BERKO STUDIO DUPLEX CONDO OWNER ASSOC
ASPEN, CO 81611
E HALLAM
GSW FAMILY INV LP
LANCASTER, PA 17601
1320 HUNSICKER RD
CITY OF ASPEN
ASPEN, CO 81611
130 S GALENA ST
PARDUBA JIRI
ASPEN, CO 81612
116 N GARMISCH ST
LE VOTAUX II CONDO ASSOC
ASPEN, CO 81611
COMMON AREA
117 N MONARCH ST
MALLORY MIRTE
ASPEN, CO 81611
215 E HALLAM ST #1
100 EAST MAIN STREET LLC
ASPEN, CO 81611
623 E HOPKINS AVE
PEARCE BERNARD D
ASPEN, CO 81611
216 E MAIN ST
JBC PREFERRED PROPERTIES LLC
DELRAY BEACH, FL 33483
1005 BROOKS LN
WEST END HOUSE LLC
ASPEN, CO 81611
623 E HOPKINS AVE
HALLAM LLC
ASPEN, CO 81612
PO BOX 2408
HOGUET CONDO ASSOC
ASPEN, CO 81611
COMMON AREA
118 E BLEEKER ST
EAST HALLAM LLC
HIGHLAND MILLS, NY 10930
615 ROUTE 32
ASPEN COMM UNITED METHODIST CHURCH
ASPEN, CO 81611
200 E BLEEKER ST
Page 66 of 111
BTRSARDY LLC
PALO ALTO , CA 94303
PO BOX 10195 DEPT 1173
HOGUET CONSTANCE M
NEW YORK, NY 10065
333 E 68TH ST
120 EAST MAIN PARTNERS LLC
ASPEN, CO 81611
120 E MAIN ST
GETTMAN ROSA H TRUST
SEASIDE, OR 971384811
88824 BLUE HERON RD
HODES ALAN & DEBORAH
AVENTURA , FLA 33180
19951 NE 39TH PLACE
ICONIC PROPERTIES JEROME LLC
HOUSTON, TX 77077
1375 ENCLAVE PKWY
BERKO NORA
ASPEN, CO 81611
211 E HALLAM ST #2
VICTORIANS AT BLEEKER CONDO ASSOC
ASPEN, CO 81611
101 E BLEEKER ST
MALLORY I HOWELL
ASPEN, CO 81611
211 E HALLAM ST #2
COLLINS CINDA REV TRUST
MINNEAPOLIS, MN 554031162
301 KENWOOD PKWY #301
TARVER CHARLES
ASPEN, CO 81611
616 E HYMAN AVE
HANOVER ASPEN LLC
WOODY CREEK, CO 81656
PO BOX 481
GARCIA STEVEN J
ASPEN, CO 81611
120 N GARMISCH
WHITMAN RANDALL A
CORAL GABLES, FL 33156
4845 HAMMOCK LAKE DR
PEARCE RICHARD B
ASPEN, CO 81611
216 E MAIN ST
105 EAST HALLAM LLC
ASPEN, CO 81611
623 E HOPKINS AVE
120 EAST MAIN PARTNERS LLC
ASPEN, CO 81611
120 E MAIN ST
RODNEY JOHN W
BASALT , CO 81621
20 RIVER OAKS LANE
DOMINGUE FAMILY TRUST
WINTER PARK, FL 32790
PO BOX 2293
PEGOLOTTI DELLA
ASPEN, CO 81611
202 E MAIN ST
JEFFREYS PHILIP
ASPEN, CO 81611
215 E HALLAM ST #1
MOUNTAIN STATE PROPERTIES LLC
NAPLES, FL 34102
715 10TH ST S
100 EAST MAIN STREET CONDO ASSOC
ASPEN, CO 81611
100 E MAIN ST
ELLERMAN JEFFREY S & PAMELA C
DALLAS, TX 75225
3600 CARUTH BLVD
ROSE BRANDON
WHARTON, NJ 07885
PO BOX 544
ASPEN CORNER OFFICE LLC
ASPEN, CO 81611
200 E MAIN ST
CRAWFORD RANDALL & ABIGAIL
ASPEN, CO 81611
124 N GARMISCH ST
MOUNTAIN STATE PROPERTIES LLC
NAPLES, FL 34102
715 10TH ST S
HOGUET CONSTANCE M
NEW YORK, NY 10065
333 E 68TH ST
HERRON LLC
HOUSTON, TX 77006
1627 S BLVD
Page 67 of 111
WATERS DANIEL E
GREENWICH, CT 068304034
8 COPPER BEECH RD
114 EAST BLEEKER STREET ASSOC
ASPEN, CO 81611
COMMON AREA
114 E BLEEKER ST
Page 68 of 111
aa
aa
bb
bb
cc
cc cc
aa
dd
dd
ee
ee
Context Study:
a. 110 E. Bleeker St. - AspenVictorian
b. 114 and 118 E. Bleeker St. - AspenModern
c. 126 E. Bleeker St. - AspenVictorian
d. 131 E. Hallam St. - AspenVictorian
e. Aspen Community Church - AspenVictorian
134134
Exhibit K
Page 69 of 111
Drainage Report
134 E. BLEEKER STREET
ASPEN, CO 81611
January 17, 2020
Updated March 24, 2020
Prepared by Richard Goulding, P.E.
Roaring Fork Engineering
592 Highway 133
Carbondale, CO 81623
Exhibit L
Page 70 of 111
Drainage Report
134 E. BLEEKER STREET
ASPEN, CO 81611
I HEREBY AFFIRM THAT THIS REPORT FOR THE IMPROVEMENTS AT 134 EAST BLEEKER
STREET WAS PREPARED BY ME FOR THE OWNERS THEREOF IN ACCORDANCE WITH THE
PROVISIONS OF CITY OF ASPEN AND APPROVED VARIANCES AND EXCEPTIONS LISTED
THERETO. I UNDERSTAND THAT IT IS THE POLICY OF THE CITY OF ASPEN THAT ASPEN DOES
NOT AND WILL NOT ASSUME LIABILITY FOR DRAINAGE FACILITIES DESIGNED BY OTHERS.
RICHARD GOULDING, P.E.
RFE Project # 2020-05
Page 71 of 111
Table of Contents
1.0 General ................................................................................................................................. 4
1.1 Existing Site ..................................................................................................................... 4
1.2 Proposed Site .................................................................................................................... 4
1.3 Previous Drainage Studies ............................................................................................... 5
1.4 Offsite Drainage ............................................................................................................... 5
2.0 Drainage Basins and Sub-basins .......................................................................................... 5
2.1 Drainage Basins................................................................................................................ 5
2.2 Peak Discharge Calculations ............................................................................................ 6
3.0 Low Impact Site Design....................................................................................................... 7
3.1 Principles .......................................................................................................................... 7
4.0 Hydrological Criteria ........................................................................................................... 8
4.1 Storm Recurrence and Rainfall ........................................................................................ 8
4.2 Storage Volumes Methodology ........................................................................................ 8
5.0 Hydraulic Criteria ................................................................................................................ 9
6.0 Proposed Facilities ............................................................................................................... 9
6.1 Drywell ............................................................................................................................. 9
7.0 Operation and Maintenance ................................................................................................. 9
7.1 Inlets and Piping ............................................................................................................... 9
7.2 Drywell ........................................................................................................................... 10
Page 72 of 111
4
1.0 General
1.1 Existing Site
The following report is an evaluation of the proposed redevelopment of the existing residence at
134 East Bleeker Street in Aspen, Colorado, parcel number 273707315002. The property is located
at the Northwest corner of the intersection at North Aspen Street and East Bleeker Street, and is
surrounded by other residential lots. The site contains a historic single-family residence with a
non-historic addition consisting of an approximate footprint of 1,220 square feet, along with
another historical structure to the north with an approximate footprint of 510 square feet. The site
has extensive flagstone hardscaping, large existing cottonwoods and maple trees, and an access
driveway located parallel to the alley.
There are neighboring properties with single-family residences located to the west, with street right
of way to the south and east and alley right of way to the north. The existing topography is
generally flat, with a slight grade that flows from the south to the north, following North Aspen
Street. An existing conditions sheet has been included in the submitted building permit drawings.
Figure 1: Pitkin County GIS vicinity view. Parcel 273707315002 shown in red.
1.2 Proposed Site
This project is classified as a ‘Major Project’ per Table 1.1. of the City of Aspen Urban Runoff
Management Plan (URMP). The proposed development is over 1,000 square feet and disturbs an
area that exceeds 25% of the entire site. The intent of this report is to demonstrate compliance with
the requirements of the URMP. The Low Impact Design (LID) Principles in the introduction of
the manual were used as a guide throughout the design process. Onsite storm infrastructure has
been sized to convey runoff for a 100-year storm event.
Page 73 of 111
5
The proposed project will be a comprehensive remodel of the entire site. The historic residence
will remain in its existing location, but the basement will be constructed below the structure. An
addition will be made to the residence, including basement space below. The existing historic
garage will remain with minor alterations, and the garage door will be relocated so that it is
accessed via the alley. Landscaping, patios, and walkways are proposed around the site, and the
driveway will be removed and replaced with landscaping.
The proposed drainage infrastructure includes downspouts from roof structures, trench drains
within hardscaped areas, and area drains surrounding the site capture on-site flows before they
reach the adjacent properties and Aspen right-of-way. All onsite drainage is captured from
impervious areas and is routed through an onsite pipe system that connects to a drywell located in
the garage.
Improvements will be made to the right of way, including new curb and gutter along North Aspen
Street, crosswalk ramps for both directions at the intersection, and sidewalk following East Bleeker
Street. All updates are in regards to meeting the City of Aspen Engineering Design Standards. No
improvements to the alley are proposed.
1.3 Previous Drainage Studies
The City of Aspen updated their URMP in 2001 and the property is within the boundaries of the
study. The study indicates that the property is not within a Mudflow area.
1.4 Offsite Drainage
No offsite basins affect the site, so no analysis was required.
2.0 Drainage Basins and Sub-basins
The development on the parcel is proposed as one large onsite basin. This basin will be subdivided
into smaller sub-basins and analyzed to aid with design of the storm water infrastructure for the
permit submittal. Basin delineation is shown on sheet C3 of the HPC submittal. This sheet lists
impervious area, runoff coefficients, peak flows, and the required volume of runoff to be detained.
2.1 Drainage Basins
Basin 1 is a major basin within the parcel and consists of the developed area of the residence,
including the concrete driveway, impervious walkways, pervious walkways, and the roof. The
basin has a total area of 3,117 square feet and is 83% impervious. The remaining pervious areas
of the basin include several landscaped areas surrounding the residence. Runoff from the basin is
collected through trench drains, area drains, and downspouts from the roof. The captured runoff is
then conveyed through the piping system to a drywell in the garage that is sized for full detention.
Page 74 of 111
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2.2 Peak Discharge Calculations
The peak flows were calculated for the Major Onsite Basin for the 5-year and 100-year storm event
using the Rational Method. The Rational Method is an acceptable method to calculate runoff for
this basin as the area is under 90 acres. Rainfall intensity was calculated using a Time of
Concentration (Td) of 5 minutes. The actual time of concentration for this site is less than 5
minutes, but according to the City of Aspen URMP, equations used to calculate rainfall intensity
are only valid for a time of concentration of 5 minutes or greater, so the smallest valid time of
concentration value was used. The 1-hour Rainfall depths (P1) used for these calculations were
taken from Table 2.2 of the URMP and are equal to 0.64 inches for the 5-year event and 1.23
inches for the 100-year event.
Equation 2.1 was referenced when solving for the Rainfall Intensity (I). 𝑰𝑰= 𝟖𝟖𝟖𝟖.𝟖𝟖 𝑷𝑷𝟏𝟏(𝟏𝟏𝟏𝟏+𝑻𝑻𝒅𝒅)𝟏𝟏.𝟏𝟏𝟎𝟎𝟎𝟎 (𝐸𝐸𝐸𝐸.2.1)
Runoff Coefficients (C), a function of the Soil Group (in this case B for the basins) and the
percentage of impervious area were developed using Figure 3.3. The Runoff Coefficient (C) was
then multiplied by the Rainfall Intensity (I) and the area of the calculated basin (A, in acres) to
determine the peak discharge. 𝑸𝑸𝒑𝒑=𝑪𝑪𝑰𝑰𝑪𝑪 𝑄𝑄𝑝𝑝=𝑃𝑃𝑃𝑃𝑃𝑃𝑃𝑃 𝐷𝐷𝐷𝐷𝐷𝐷𝐷𝐷ℎ𝑃𝑃𝑎𝑎𝑎𝑎𝑃𝑃 (𝐷𝐷𝑐𝑐𝐷𝐷) 𝐶𝐶=𝑅𝑅𝑅𝑅𝑅𝑅𝑅𝑅𝑐𝑐𝑐𝑐 𝐶𝐶𝑅𝑅𝑃𝑃𝑐𝑐𝑐𝑐𝐷𝐷𝐷𝐷𝐷𝐷𝑃𝑃𝑅𝑅𝐶𝐶 𝐼𝐼=𝑅𝑅𝑃𝑃𝐷𝐷𝑅𝑅𝑐𝑐𝑃𝑃𝑅𝑅𝑅𝑅 𝐼𝐼𝑅𝑅𝐶𝐶𝑃𝑃𝑅𝑅𝐷𝐷𝐷𝐷𝐶𝐶𝐼𝐼 (𝐷𝐷𝑅𝑅𝐷𝐷ℎ𝑃𝑃𝐷𝐷 𝑝𝑝𝑃𝑃𝑎𝑎 ℎ𝑅𝑅𝑅𝑅𝑎𝑎) 𝐴𝐴=𝐴𝐴𝑎𝑎𝑃𝑃𝑃𝑃 (𝑃𝑃𝐷𝐷𝑎𝑎𝑃𝑃𝐷𝐷)
These peak flow values were used to calculate the size of the proposed detention and conveyance
structures, such as the drywell, inlets and pipes. The tables below contain the peak flows for
developed and undeveloped conditions for 5-year and 100-year storm events for the major basin,
and the 100-year peak flow rate for the sub basins.
5 Year Peak Discharge Developed Calculations
1 Hour(P 1)0.64
Return Period 5
Basin ID Total Area Imp. Area Impervious C Value Time of C Intensity Q Max
See(D1)(ft2)(ft2)(%)From Table (Td)I=88.8P1/(10+Td)1.052 (ft3/sec)
1 3117.00 2596.45 83.30% 0.590 5 3.29 0.14
5 Year Peak Discharge Pre Development Calculations
1 Hour(P 1)0.64
Return Period 5
Basin ID Total Area Imp. Area Impervious C Value Time of C Intensity Q Max
See(D1)(ft2)(ft2)(%)From Table (Td)I=88.8P1/(10+Td)1.052 (ft3/sec)
1 3117.00 0.00 0.00% 0.080 5 3.29 0.02
Page 75 of 111
7
3.0 Low Impact Site Design
Low Impact Development (LID) aims to mimic the natural pre-development hydrologic pattern.
The goal is to manage storm water as close to its source as is possible. This entire developed site
is approximately 58% impervious. The treatment train approach is used on all runoff to increase
water quality and infiltration.
3.1 Principles
Principle 1: Consider storm water quality needs early in the design process.
The grading and drainage design was coordinated between the architect, landscape architect, and
civil engineering teams throughout the design process and water quality requirements were
discussed early on. Site visits ensured proper understanding of existing conflicts and opportunities
to improve existing drainage patterns.
Principle 2: Use the entire site when planning for storm water quality treatment.
Storm water quality was considered in the design of every part of the site that is being affected by
the proposed construction.
Principle 3: Avoid unnecessary impervious area.
The total impervious area on the site was kept to a minimum while meeting the architectural design
goals by incorporating pervious landscaped areas throughout the site. Several walkways were
designed with pervious pavers in mind to reduce impervious area.
Principle 4: Reduce runoff rates and volumes to more closely match natural conditions.
All runoff from impervious surfaces on the property is collected and routed to BMP structures.
The infrastructure has been sized to capture the 100-year detention volume water quality capture
volume. The drywell is designed to infiltrate storage capacity into the surrounding earth.
100 Year Peak Discharge Developed Calculations
1 Hour(P 1)1.23
Return Period 100
Basin ID Total Area Imp. Area Impervious C Value Time of C Intensity Q Max
See(D1)(ft2)(ft2)(%)From Table (Td)I=88.8P1/(10+Td)1.052 (ft3/sec)
1 3117.00 2596.45 83.30% 0.700 5 6.33 0.32
100 Year Peak Discharge Pre Development Calculations
1 Hour(P 1)1.23
Return Period 100
Basin ID Total Area Imp. Area Impervious C Value Time of C Intensity Q Max
See(D1)(ft2)(ft2)(%)From Table (Td)I=88.8P1/(10+Td)1.052 (ft3/sec)
1 3117.00 0.00 0.00% 0.350 5 6.33 0.16
Page 76 of 111
8
Principle 5: Integrate storm water quality management and flood control.
The proposed drywell will capture and treat runoff for water quality, and the drywell will infiltrate
the runoff into the soils, eliminating runoff from the site.
Principle 6: Develop storm water quality facilities that enhance the site, the community and the
environment.
The design is proposing full detention for all stormwater, meaning no runoff will be leaving the
site. The drywell is proposed to be buried under the addition to the home so as to not be visible by
the public.
Principle 7: Use treatment train approach.
The design implements sheetflow across landscaping, pervious pavers, and sumps in the pipe
network to ensure treatment throughout the system.
Principle 8: Design sustainable facilities that can be safely maintained.
Inlets and piping will be vacuumed or flushed periodically to maintain adequate flow. Proper
grading reduces dangerous slopes. Cleanouts are located where necessary to ensure the lifetime of
the drainage infrastructure.
Principle 9: Design and maintain facilities with public safety in mind.
The proposed design for driveway and walkways reduces ice buildup and dangerous conditions.
All grading was done with safety in mind, and no steep slopes occur on site.
4.0 Hydrological Criteria
4.1 Storm Recurrence and Rainfall
The property is not in the commercial core and is served by any city curb and gutter so this property
classifies as a “Sub-urban area served by public storm sewer”. However, due to limitations on
the site, the curb and gutter cannot be utilized, so the site cannot disperse into the curb and gutter.
Due to this, the 5-year and 100-year events were analyzed.
The 1-hour Rainfall depth (P1) is given in Table 2.2 as 0.64 inches for the 5-year event and 1.23
inches for the 100-year event. The Intensity in inches per hour for different storm duration (Td)
was calculated using Equation 2.1 from the City of Aspen URMP.
4.2 Storage Volumes Methodology
The storage requirements for this site were calculated using the total impervious area along with
the historic and developed peak runoff rates that were established in section 2.2. The proposed
storm drainage system is designed for full detention of a 100-year storm event. No detention is
required for pervious areas. Below is a summary of the required storage.
Page 77 of 111
9
5.0 Hydraulic Criteria
This property is not connected to the COA’s storm water infrastructure. All hydraulics are sized
for onsite infrastructure. The storm system was designed to route all impervious surfaces to the
drywell located in the garage. Inlet and pipe sizing have not been performed but will be completed
for the permit submittal.
Pipe sizes will be tested for hydraulic capacity at 80 percent of their full flowrate for the permit
submittal. Design charts giving Qdesign / Q full were downloaded from FHWA and the equations in
Section 4.8.4 will be used as the basis for these calculations. Calculated pipe sizes and depth of
flow for onsite pipes will be shown for permit submittal.
6.0 Proposed Facilities
This property is not connected to the COA’s storm water infrastructure, and the onsite drywell is
sized for full detention, as clarified in section 2.2 of this report. Below are the analyses for the
individual detention structure’s capacity and infiltration.
6.1 Drywell
Below is a table that shows the proposed drywell meeting the capacity required for full detention
of Basin 1.
The project is aware that variances will be required for the drywell, as it is within 10’ of the
structure. The proposed design will locate perforations 2’ below the foundation slab and will have
4’ of perforations below that.
7.0 Operation and Maintenance
7.1 Inlets and Piping
The piping must be maintained periodically to ensure proper operation. Minimum inspection
and maintenance requirements include the following:
• During the first year draw down should be checked for every event exceeding 0.25” of
precipitation to ensure no significant backups are occurring.
Full Detention Storage
Basin Total Area Impervious Area Impervious Full Detention Depth Factor of Safety Required Storage BMP
(ft2)(ft2)(%)(in)F.O.S.(ft3)
1 3117.00 2596.45 83.30%1.23 1.25 333 Drywell
Drywell Storage
Drywell Basins Diameter Storage Depth Perforated Depth Internal Volume External (18" of Screened Rock) Volume Total Capacity Required Capacity
(Name)(#)D (ft)H (ft)P (ft)π*H*(D/2)2) (ft3)0.3*π*P*((D/2)+1.5)2 - (D/2)2) (ft3)(ft3)(ft3)
Drywell 1 5 18 4 353 37 390 333
Page 78 of 111
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• Piping systems and sumps should be checked during and after storms routinely.
• After the first year, the system should be cleaned out at least once a year and more if the
first-year inspection proves more maintenance is required.
• More frequent cleaning reduces the amount of debris entering the system and reduces the
need for more intense maintenance.
• Clean the inside of any perforated pipes with a pipe cleaner accessed through cleanouts.
This should be done yearly, or as necessary if the system is not infiltrating properly or if the
system has become contaminated.
• Ensure heat tape is functioning before colder months to prevent damage to piping.
If the storm system is not maintained properly, replacement of parts or of the entire system may
be necessary.
7.2 Drywell
Drywells must be inspected and maintained quarterly to remove sediment and debris that has
washed into them. A maintenance plan shall be submitted to the City in the Drainage Report
describing the maintenance schedule that will be undertaken by the owners of the new residence
or building. Minimum inspection and maintenance requirements include the following:
• Inspect drywells at least four times a year and after every storm exceeding 0.5 inches.
• Dispose of sediment, debris/trash, and any other waste material removed from a drywell at suitable disposal sites and in compliance with local, State, and Federal waste regulations.
• Routinely evaluate the drain-down time of the drywell to ensure the maximum time of 24
hours is not being exceeded. If drain-down times are exceeding the maximum, drain the
drywell via pumping and clean out the percolation area (the percolation barrel may be jetted
to remove sediment accumulated in perforations. If slow drainage persists, the system may
need to be replaced.
Page 79 of 111
SITE
C1
COVER SHEET
134 EAST BLEEKER STREET
ASPEN, CO 81301
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4,500 S.F.±
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WITH BASEMENT
134 EAST BLEEKER STREET
TWO STORY WOOD FRAME
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C3
BASINS AND DRAINAGE
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C4
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Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
BI
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COVER
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SETBACK
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10' - 0"
5'
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10' - 0"
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F F
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7895.0'
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1' - 8" EXISTING SETBACK
1'
-
8
"
E
X
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K
DISTANCE BETWEEN BUILDINGS
5' - 0 1/2"
45
'
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"
100' - 0"
100' - 0"
45
'
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"
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SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
M
3
6
0
:
/
/
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9
0
1
7
-
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1/17/2020 HPC SUBMITTAL
Page 85 of 111
7
8
9
5
7
8
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7
8
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7
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6
6
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PROPERTY LINE
PROPERTY LINE
PR
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L
I
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F F
14' - 11 3/4"
N. ASPEN ST.
E. BLEEKER ST.
SLOPE
13 1/2" : 12"
SLOPE
10 1/2" : 12"
SL
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13
1
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2
"
:
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2
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SL
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SL
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:
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"
SLOPE
13 1/2" : 12"
SL
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1
/
2
"
:
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2
"
SLOPE
13 1/2" : 12"
SLOPE
13 1/2" : 12"
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1
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:
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2
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SL
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"
:
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"
SL
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13
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"
:
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2
"
SLOPE
13 1/2" : 12"
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2
"
SL
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12
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:
1
2
"
SL
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12
"
:
1
2
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SLOPE
12" : 12"
SLOPE
4" : 12"
SLOPE
4" : 12"
SL
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12
"
:
1
2
"
SL
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P
E
12
"
:
1
2
"
45
'
-
0
"
100' - 0"
100' - 0"
45
'
-
0
"
SL
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E
13
1
/
2
"
:
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2
"
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P
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13
1
/
2
"
:
1
2
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INFO@EIGELBERGER.COM
4'8'16'0
N
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SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
M
3
6
0
:
/
/
1
9
0
1
7
-
1
3
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(P) SITE PLAN
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Author
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1/4" = 1'-0"1 (P) SITE
1/17/2020 HPC SUBMITTAL
Page 86 of 111
UP
DN
DN
OPEN TO BELOW
OPEN TO BELOW
DNUP
LIGHT WELL COVER
LIGHT WELL COVEROPEN TO BELOW
OPEN TO
BELOW DN
DN
OPEN TO BELOW
10.31.2019
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350 MARKET STREET SUITE 309 BASALT, COLORADO
81621
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N
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Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
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WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
As indicated
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A.1.03
AREA CALCULATION -
HISTORIC/PROPOSED
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Author
Checker
1/8" = 1'-0"1 (E) MAIN LEVEL - Area Calculations
1/8" = 1'-0"3 (E) UPPER LEVEL - Area Calculations
AREA TOTAL = 1704 SF
AREA TOTAL = 1409 SF
AREA TOTAL = 1658 SF
AREA TO BE REMOVED = 46 SF
EXISTING REMOVED ADDED
AREA = 623 SFAREA = 453 SF AREA = 333 SF
AREA = 597 SF AREA = 590 SF
AREA = 503 SF
AREA = 604 SF
AREA = 597 SF
1/8" = 1'-0"2 (P) MAIN LEVEL - Area Calculations
AREA TO BE ADDED = 0 SF
1/8" = 1'-0"4 (P) UPPER LEVEL - Area Calculations
AREA TOTAL = 1388.5 SF
AREA TO BE REMOVED = 48.5 SF
AREA TO BE ADDED = 28 SF
1/17/2020 HPC SUBMITTAL
AREA = 418 SF AREA = 648 SF AREA = 322.5 SF
GARAGE AREA = 404 SF
AREA = 67 SF
Page 87 of 111
UP
LIGHT WELL
A A1
C
D
B
B1
C1
D1
BASEMENT AREA 694 SQFT
9'
-
7
1
/
4
"
SUB GRADE WALL AREA = 336 SF
8'
-
9
1
/
2
"
A A1
EXPOSED WALL AREA = 42 SF
5' - 10 1/4"14' - 3 1/2"12' - 2 1/2"
5' - 3"
SUB GRADE WALL AREA = 259 SF
EXPOSED WALL AREA = 64 SF
B B1
10' - 4 1/2"11' - 10 1/8"
8'
-
1
"
8
1
/
2
"
1' - 7 1/4"
2' - 10"
2 1/2"
5' - 1 3/4" 7"
8'
-
9
1
/
2
"
C C1
SUB GRADE WALL AREA = 290 SF
EXPOSED WALL AREA = 3 SF
8'
-
9
1
/
2
"
9'
-
8
3
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4
"
7'
-
5
3
/
4
"
1'
-
3
1
/
2
"
11
1
/
2
"
1' - 3 3/8"
2' - 3 1/2"
D D1
SUB GRADE WALL AREA = 230 SF
EXPOSED WALL AREA = 20 SF
8'
-
9
1
/
2
"
9'
-
7
1
/
4
"
7 7/8" 5' - 0 3/8"1' - 4 1/4"
7' - 0 1/2" 6' - 4 3/4"8' - 11"
10.31.2019
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350 MARKET STREET SUITE 309 BASALT, COLORADO
81621
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CLIENT REVIEW: REVIEWED AND
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CLIENT UNDERSTANDS THE DESIGN
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WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/8" = 1'-0"
BI
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A.1.04
(E) FLOOR AREA
CALCULATION -
SUBGRADE
13
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TM
Checker
1/8" = 1'-0"1
(E) BASEMENT - FAR - SUBGRADE WALL
COVERAGE
1/17/2020 HPC SUBMITTAL
Page 88 of 111
LIGHT WELL
A
B
C
D
E
F
G
H
I
J
K
L
M
N
BASEMENT FLOOR AREA = 2384 SF
11
'
-
0
"
9' - 3 1/2"
WALL AREA = 102 SFWALL AREA = 127.5 SF
11
'
-
0
"
11' - 7"
WALL AREA = 347.5 SF
11
'
-
0
"
31' - 7"
WALL AREA = 110.5 SF
11
'
-
0
"
10' - 0 1/2"
9' - 8 1/2"
WALL AREA = 351.5 SF
9'
-
0
"
2'
-
0
"
33' - 8 1/2"
11
'
-
0
"
48' - 4 3/4"
WALL BELOW GRADE = 532.5 SF
11
'
-
0
"
22' - 0 1/2"
WALL AREA = 242.5 SFWALL AREA = 45 SF
EXPOSED AREA = 24 SF
11
'
-
0
"
4' - 0 3/4"
3' - 0"
3'
-
0
"
8'
-
0
"
WALL AREA = 45 SF
EXPOSED AREA = 24 SF
8'
-
0
"
3' - 0"
3'
-
0
"
4' - 0 3/4"
WALL AREA = 211.5 SF
9'
-
0
"
29' - 6"
11
'
-
0
"
14' - 10"
3' - 0"
8'
-
0
"
WALL BELOW GRADE = 163 SF
EXPOSED WALL = 24 SF
2'
-
0
"
9'
-
0
"
11
'
-
0
"
8'
-
0
"
3' - 10"
12' - 2"
WALL BELOW GRADE = 122.5 SF
EXPOSED WALL = 30.5 SF
8'
-
4
5
/
8
"
11' - 10"
WALL BELOW GRADE = 54 SF
WALL AREA = 27 SF
9'
-
0
"
3' - 0"
10.31.2019
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350 MARKET STREET SUITE 309 BASALT, COLORADO
81621
PHONE: 970.300.3423 FAX: 415.358.5771
INFO@EIGELBERGER.COM
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U
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S
I
G
N
SCALE:
Plot Date
Drawn By
Checked By
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CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
As indicated
BI
M
3
6
0
:
/
/
1
9
0
1
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A.1.05
(P)FLOOR AREA
CALCULATIONS -
SUBGRADE
13
4
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Author
Checker
1/8" = 1'-0"1
(P) BASEMENT - SUBGRADE WALL
COVERAGE
1/4" = 1'-0"N (P) Subgrade Wall Elevation - N
1/4" = 1'-0"M (P) Subgrade Wall Elevation - M
1/4" = 1'-0"K (P) Subgrade Wall Elevation - K
1/4" = 1'-0"I (P) Subgrade Wall Elevation - I
1/4" = 1'-0"G (P) Subgrade Wall Elevation - G
1/4" = 1'-0"A (P) Subgrade Wall Elevation - A
1/4" = 1'-0"L (P) Subgrade Wall Elevation - L
1/4" = 1'-0"J (P) Subgrade Wall Elevation - J
1/4" = 1'-0"H (P) Subgrade Wall Elevation - H1/4" = 1'-0"F (P) Subgrade Wall Elevation - F
1/4" = 1'-0"B (P) Subgrade Wall Elevation - B
1/4" = 1'-0"C (P) Subgrade Wall Elevation - C
1/4" = 1'-0"D (P) Subgrade Wall Elevation - D
1/4" = 1'-0"E (P) Subgrade Wall Elevation - E
Page 89 of 111
UP
(E) PORCH
OPEN TO BELOW
(E) PORCH
AREA = 40 SF
DNUP
LIGHT WELL COVER
LIGHT WELL COVER
OPEN TO BELOW
(E) PORCH
AREA = 40 SF
(E) PORCH
10.31.2019
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81621
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E
&
D
E
S
I
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N
SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/8" = 1'-0"
BI
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3
6
0
:
/
/
1
9
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1
7
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3
4
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3/30/2020 3:33:50 PM
A.1.06
FLOOR AREA
CALCULATION - MAIN
LEVEL
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AREA = 597 SF
AREA = 604 SF
AREA = 503 SF
AREA = 85 SF AREA = 85 SF
1/8" = 1'-0"1 (E) MAIN LEVEL - FAR
1/8" = 1'-0"3 (P) MAIN LEVEL - FAR
AREA = 597 SF AREA = 590 SF
GARAGE AREA = 404 SF
FLOOR AREA = 1331 SF
EXEMPT = 452 SF
FLOOR AREA = 1327.5 SF
EXEMPT = 501.5 SF
1/17/2020 HPC SUBMITTAL
GARAGE EXEMPTION = 376.5 SF
GROSS FLOOR AREA = 1829 SF
GARAGE EXEMPTION = 327 SF
AREA = 67 SF
GROSS FLOOR AREA = 1783 SF
Page 90 of 111
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OPEN TO BELOW
OPEN TO BELOW
OPEN TO
BELOW DN
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SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/8" = 1'-0"
BI
M
3
6
0
:
/
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1
9
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3/30/2020 3:33:51 PM
A.1.07
FLOOR AREA
CALCULATION -
UPPER LEVEL
13
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AREA = 453 SF
AREA = 623 SF
AREA = 333 SF
AREA = 67 SF
AREA = 48 SF AREA = 48 SF
AREA = 51 SF
1/8" = 1'-0"1 (E) UPPER LEVEL - FAR
1/8" = 1'-0"2 (P) UPPER LEVEL - FAR
FLOOR AREA = 1388.5 SF
EXEMPT = 99 SF
FLOOR AREA = 1409 SF
EXEMPT = 115 SF
AREA = 418 SF AREA = 648 SF
AREA = 322.5 SF
1/17/2020 HPC SUBMITTAL
GROSS FLOOR AREA = 1524 SF GROSS FLOOR AREA = 1487.5 SF
Page 91 of 111
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D
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S
I
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N
SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
M
3
6
0
:
/
/
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1/4" = 1'-0"1 (E) BASEMENT
1/17/2020 HPC SUBMITTAL
Page 92 of 111
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Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
M
3
6
0
:
/
/
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(E) MAIN FLOOR PLAN
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1/4" = 1'-0"1 (E) MAIN LEVEL
1/17/2020 HPC SUBMITTAL
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CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
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A.2.02
(E) UPPER LEVEL
FLOOR PLAN
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1/4" = 1'-0"2 (E) UPPER LEVEL
1/17/2020 HPC SUBMITTAL
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Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
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A.2.03
(E) ROOF PLAN
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1/4" = 1'-0"1 (E) Roof
1/17/2020 HPC SUBMITTAL
Page 95 of 111
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Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/8" = 1'-0"
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A.2.04
WALL DEMOLITION
PLAN
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1/8" = 1'-0"1 DEMO PLAN - MAIN LEVEL
1/8" = 1'-0"2 DEMO PLAN - UPPER LEVEL
1/8" = 1'-0"3 Elevation 1 - A
1/8" = 1'-0"4 Elevation 2 - B
1/8" = 1'-0"5 Elevation 3 - C
1/8" = 1'-0"6 Elevation 4 - D
1/8" = 1'-0"7 Elevation 5 - E
1/8" = 1'-0"8 Elevation 6 - F
1/8" = 1'-0"9 Elevation 7 - G
1/8" = 1'-0"10 Elevation 8 - H
1/8" = 1'-0"11 Elevation 9 - I
1/8" = 1'-0"12 Elevation 10 - J
1/8" = 1'-0"13 Elevation 11 - K
1/8" = 1'-0"14 Elevation 12 - L
1/8" = 1'-0"15 Elevation 13 - M
1/8" = 1'-0"16 Elevation 14 - N
1/8" = 1'-0"17 Elevation 15 - O
1/8" = 1'-0"18 Elevation 16 - P
1/8" = 1'-0"19 Elevation 18 - R
1/8" = 1'-0"20 Elevation 19 - S
1/8" = 1'-0"21 Elevation 20 - T
1/8" = 1'-0"22 Elevation 21 - U
1/8" = 1'-0"23 Elevation 22 - AA
1/8" = 1'-0"24 Elevation 23 - BB
1/8" = 1'-0"25 Elevation 24 - CC
WALL AREA = 243 sf
FENESTRATION = 51 sf
WALL AREA = 106sf WALL AREA = 94 sf
FENESTRATION = 50 sf
WALL AREA = 285 sf
FENESTRATION = 55 sf
WALL AREA = 161 sf
FENESTRATION = 31 sf
WALL AREA = 113 sf
FENESTRATION = 40 sf
WALL AREA = 27sf WALL AREA = 294 sf
FENESTRATION = 152 sf
WALL AREA = 12sf WALL AREA = 12sf WALL AREA = 75 sf
FENESTRATION = 24sf
WALL AREA = 46 sf
WALL AREA = 340 sf
FENESTRATION = 58 sf
WALL AREA = 517 sf
FENESTRATION = 93 sf
AREA TO BE REMOVED = 70 sf
WALL AREA = 62 sf
AREA TO BE REMOVED = 29 sf
1/8" = 1'-0"26 Elevation 17 - Q
WALL AREA = 113 sf
FENESTRATION = 17sf
WALL AREA = 445 sf
FENESTRATION = 77 sf
WALL AREA = 488 sf
FENESTRATION = 70 sf
AREA TO BE REMOVED = 18.5 sf
WALL AREA = 144 sf
AREA TO BE REMOVED = 88.5 sf
WALL AREA = 488 sf
FENESTRATION = 122 sf
AREA TO BE REMOVED = 169 sf
WALL AREA = 308 sf
FENESTRATION = 33 sf
WALL AREA = 49 sf WALL AREA = 113 sf
FENESTRATION = 17 sf
WALL AREA = 162 sf
FENESTRATION = 44 sf
1/17/2020 HPC SUBMITTAL
Page 96 of 111
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81621
PHONE: 970.300.3423 FAX: 415.358.5771
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D
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I
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N
SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
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3
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A.2.05
ROOF DEMOLITION
PLAN
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1/4" = 1'-0"1 (E) Roof - FAR
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1/17/2020 HPC SUBMITTAL
Page 97 of 111
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350 MARKET STREET SUITE 309 BASALT, COLORADO
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p
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2
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U
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&
D
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SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
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A.2.06
(P) CRAWLSPACE
PLAN
13
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PROPERTY LINE
PR
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Y
L
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PR
O
P
E
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L
I
N
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SETBACK
SETBACK
PROPERTY LINE
AA
D
D
SE
T
B
A
C
K
LAUNDRY
MUDROOM
BEDROOM 2
BEDROOM 1
BATH 1
F F
6'
-
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2
5
5
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2
5
6
"
11
'
-
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1
"
14
'
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"
5'
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38
'
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"
12' - 3"16' - 0"10' - 7 1/2"22' - 8 1/2"5' - 7" 7' - 10"8' - 4"
83' - 4"
CLOSET
BATH 3 BEDROOM 3
CLOSET 1
BASEMENT GALLERY
BATH 2
4'
-
1
0
1
/
2
"
9'
-
2
"
3'
-
0
"
6'
-
3
"
3' - 0" 9"8' - 6"3' - 9"15' - 5"7"
6' - 2"6' - 7"
12' - 9"19' - 2"
3' - 9"9' - 0"3' - 3"16' - 0"10' - 7 1/2"10"6' - 0"10' - 6 1/2"5' - 8"
10
'
-
1
1
"
5'
-
6
"
5'
-
5
"
11
'
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6
"
2'
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7
"
10
'
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9
"
4'
-
1
0
"
3'
-
1
0
"
22' - 6 1/2"5' - 7" 3' - 7"3' - 0"
16
'
-
0
"
11' -0" DRYWELL
3'
-
4
"
12' - 9"
10
'
-
5
1
/
2
"
1'
-
2
"
3
'
-
2
"
1'
-
0
"
9'
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"
2'
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"
11
'
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"
2' - 0"
1'
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"
2'
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"
2'
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1
"
3'
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7
7
/
8
"
3'
-
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"
3'
-
5
"
8'
-
1
1
"
16
'
-
0
"
5'
-
0
"
7' - 2"5' - 2"11' - 11 1/2"
6' - 8"8' - 3 1/2"
10' - 0 1/2"
16' - 1"9' - 1"9' - 8 1/2"
2' - 1"
3'
-
0
"
3' - 10"
3'
-
0
"
5'
-
1
1
1
/
2
"
2'
-
1
1
/
2
"
6' - 4"
SE
T
B
A
C
K
2' - 9"5' - 7 1/2"
RECREATION ROOM
UP
UP
UP
T.O.F.F. @ BASEMENT
EL. = 87' -0"
T.O.F.F. @ BASEMENT
EL. = 89' -0"
W0
1
W0
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W0
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W04
10.31.2019
Th
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350 MARKET STREET SUITE 309 BASALT, COLORADO
81621
PHONE: 970.300.3423 FAX: 415.358.5771
INFO@EIGELBERGER.COM
N
Co
p
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b
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A
R
C
H
I
T
E
C
T
U
R
E
&
D
E
S
I
G
N
SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
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A.2.07
(P) BASEMENT FLOOR
PLAN
13
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1/4" = 1'-0"1 (P) BASEMENT
1/17/2020 HPC SUBMITTAL
EARTH
Page 99 of 111
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AA
11
'
-
1
1
"
12' - 3"16' - 0"10' - 7 1/2"22' - 8 1/2"5' - 7"16' - 2"
83' - 4"
83' - 4"
D
D
23
'
-
5
1
1
/
1
6
"
12' - 3"16' - 0"10' - 7 1/2"22' - 8 1/2"5' - 7" 7' - 10"8' - 4"
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
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PR
O
P
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R
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L
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SETBACK
SETBACK
PROPERTY LINE
SE
T
B
A
C
K
8' - 4"
10' - 0"
1' - 8"
7' - 10"5' - 7"
F F
9'
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5
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6
"
5'
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9
5
/
3
2
"
11' - 7 1/2"
32
'
-
0
1
/
8
"
T.O.F.F. @GARAGE
EL. = 100' -0"
T.O.F.F. @ MAIN LEVEL
EL. = 100' -0"
T.O.F.F. @ VICTORIAN
EL. = 101' -0"
(P) FIREPLACE
3'
-
9
5
/
8
"
5'
-
6
"
3'
-
9
5
/
8
"
4'
-
0
"
OPEN TO BELOW
9' - 3 3/4"3' - 6"14' - 10"
24
'
-
1
1
1
/
4
"
11
"
4
'
-
6
"
6'
-
6
"
DINING ROOM LIVING ROOM VESTIBULE
12' - 1 3/4"
8' - 4"8"
KITCHEN GARAGE
DN
UP
DNUP
14' - 6 1/8"
11
'
-
1
0
7
/
8
"
9'
-
1
0
1
/
2
"
15' - 6 7/8"
6' - 6 1/2"
15
'
-
0
"
15
'
-
1
3
/
4
"
6' - 11"
3'
-
1
0
"
3' - 10"
3'
-
0
"
LIGHT WELL COVER
LIGHT WELL COVER
1' - 5"
W10 W11
D01D02
W1
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10.31.2019
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350 MARKET STREET SUITE 309 BASALT, COLORADO
81621
PHONE: 970.300.3423 FAX: 415.358.5771
INFO@EIGELBERGER.COM
N
Co
p
y
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g
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C
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U
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E
&
D
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S
I
G
N
SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
M
3
6
0
:
/
/
1
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7
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3/30/2020 3:34:03 PM
A.2.08
(P) MAIN FLOOR PLAN
13
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1/4" = 1'-0"1 (P) MAIN LEVEL
1/17/2020 HPC SUBMITTAL
Page 100 of 111
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7
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5
5
4
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3
3
2
2
1
1
EE
CC
B
B
AA
D
D
16' - 0"10' - 7 1/2"22' - 8 1/2"5' - 7"16' - 2"
5'
-
9
1
/
4
"
23
'
-
5
3
/
4
"
83' - 4"
11
'
-
1
1
"
20
'
-
1
5
/
3
2
"
32
'
-
0
1
/
8
"
MASTER BEDROOM
MASTER BATH
5' - 7"16' - 2"22' - 8 1/2"
F F
T.O.F.F. @ UPPER LEVEL
EL. = 110' -8 1/2"
T.O.F.F. @ UPPER LEVEL
EL. = 110' -8 1/2"
T.O.F.F. @ UPPER LEVEL
EL. = 109' -6 3/4"OPEN TO
BELOW
2' - 6 5/8" 5" 3' - 4"5' - 10"
3'
-
4
"
4
1
/
2
"
3'
-
0
"
GUEST BATH
MASTER CLOSET
POWDER
MASTER HALLWAY
DN
4'
-
0
"
6'
-
1
0
"
10
'
-
3
3
/
4
"
5' - 6"
3'
-
1
0
"
3'
-
0
"
4'
-
0
"
4'
-
1
0
"
7'
-
3
"
11
'
-
0
5
/
8
"
7' - 2 1/4"6' - 10"6' - 7"
15
'
-
9
"
2' - 1"11' - 2 3/4"2' - 0"
2'
-
1
"
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81621
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Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
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A.2.09
(P) UPPER LEVEL
FLOOR PLAN
13
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1/4" = 1'-0"1 (P) UPPER LEVEL
1/17/2020 HPC SUBMITTAL
Page 101 of 111
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13 1/2" : 12"
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350 MARKET STREET SUITE 309 BASALT, COLORADO
81621
PHONE: 970.300.3423 FAX: 415.358.5771
INFO@EIGELBERGER.COM
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U
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SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
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:
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A.2.10
(P) ROOF PLAN
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1/4" = 1'-0"1 (P) Roof
1/17/2020 HPC SUBMITTAL
(E) SKYLIGHT TO REMAIN, NEW GLASS AS NEEDED
Page 102 of 111
MAIN LEVEL
100' -0"
MAIN LEVEL
100' -0"
(E) ROOF
125' -2 1/2"
(E) ROOF
125' -2 1/2"
E C B AD
B.O. HEADER @ UL ADDITION
118' -4 1/2"
B.O. HEADER @ UL ADDITION
118' -4 1/2"
F
T.O.F.F. UPPER LEVEL (E) GARAGE
109' -8 1/2"
T.O.F.F. UPPER LEVEL (E) GARAGE
109' -8 1/2"20
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1
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RO
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3' - 3 41/64"
MAIN LEVEL
100' -0"
MAIN LEVEL
100' -0"
E C B AD
(N) Roof
125' -2 1/2"
(N) Roof
125' -2 1/2"
F
21
'
-
1
1
"
T.O.F.F. UPPER LEVEL (E) GARAGE
109' -8 1/2"
T.O.F.F. UPPER LEVEL (E) GARAGE
109' -8 1/2"
T.O.F.F. UPPER LEVEL (E)
VICTORIAN
110' -8 1/2"
T.O.F.F. UPPER LEVEL (E)
VICTORIAN
110' -8 1/2"
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EXISTING. TYP
(E) SIDING TO BE REPAINTED, TYP.(N) WINDOWS TO REPLACE (E)
U.O.N. PER HISTORIC PRES.
(N) GARAGE DOOR TO MATCH
HORIZONTAL SIDING
(E) SIDING TO BE REPAINTED, TYP.
10.31.2019
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81621
PHONE: 970.300.3423 FAX: 415.358.5771
INFO@EIGELBERGER.COM
Co
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U
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N
SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
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:
/
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A.3.04
NORTH ELEVATIONS
13
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1/4" = 1'-0"1 (E) NORTH ELEVATION
1/4" = 1'-0"2 (P) NORTH ELEVATION
1/17/2020 HPC SUBMITTAL
Page 103 of 111
MAIN LEVEL
100' -0"
MAIN LEVEL
100' -0"
(E) ROOF
125' -2 1/2"
(E) ROOF
125' -2 1/2"
8 7 6 5 4 3 2 1
T.O.F.F. @ UPPER LEVEL ADDITION
110' -10 1/2"
T.O.F.F. @ UPPER LEVEL ADDITION
110' -10 1/2"
B.O. HEADER @ UL ADDITION
118' -4 1/2"
B.O. HEADER @ UL ADDITION
118' -4 1/2"
T.O.F.F. @ (E) VICTORIAN
101' -0"
T.O.F.F. @ (E) VICTORIAN
101' -0"
MAIN LEVEL
100' -0"
MAIN LEVEL
100' -0"
CEILING HEIGHT -MAIN LEVEL
109' -8 1/2"
8 7 6 5 4 3 2 1
(N) Roof
125' -2 1/2"
(N) Roof
125' -2 1/2"
T.O.F.F. @ (E) VICTORIAN
101' -0"
T.O.F.F. @ (E) VICTORIAN
101' -0"
T.O.F.F. UPPER LEVEL (E) GARAGE
109' -8 1/2"
T.O.F.F. UPPER LEVEL (E)
VICTORIAN
110' -8 1/2"
T.O.F.F. UPPER LEVEL (E)
VICTORIAN
110' -8 1/2"
3'
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6
7
/
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"
11
1
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4
"
(N) ROOFING TO REPLACE
EXISTING. TYP
(E) SIDING TO BE REPAINTED, TYP.(N) WINDOWS TO REPLACE (E)
U.O.N. PER HISTORIC PRES.
(N) SIDING TO MATCH (E) TYP.
(E) SIDING TO BE REPAINTED, TYP.
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350 MARKET STREET SUITE 309 BASALT, COLORADO
81621
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U
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S
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SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
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A.3.05
WEST ELEVATIONS
13
4
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K
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19017
TM
Checker
1/4" = 1'-0"1 (E) WEST ELEVATION
1/4" = 1'-0"2 (P) WEST ELEVATION
1/17/2020 HPC SUBMITTAL
Page 104 of 111
MAIN LEVEL
100' -0"
MAIN LEVEL
100' -0"
(E) ROOF
125' -2 1/2"
(E) ROOF
125' -2 1/2"
ECBAD
B.O. HEADER @ UL ADDITION
118' -4 1/2"
B.O. HEADER @ UL ADDITION
118' -4 1/2"
T.O.F.F. @ (E) VICTORIAN
101' -0"
T.O.F.F. @ (E) VICTORIAN
101' -0"
F
20
'
-
1
"
T.O.F.F. UPPER LEVEL (E)
VICTORIAN
110' -8 1/2"
T.O.F.F. UPPER LEVEL (E)
VICTORIAN
110' -8 1/2"
RO
O
F
H
E
I
G
H
T
C
A
L
C
.
MAIN LEVEL
100' -0"
MAIN LEVEL
100' -0"
CEILING HEIGHT -MAIN LEVEL
109' -8 1/2"
CEILING HEIGHT -MAIN LEVEL
109' -8 1/2"
ECBAD
(N) Roof
125' -2 1/2"
(N) Roof
125' -2 1/2"
T.O.F.F. @ (E) VICTORIAN
101' -0"
T.O.F.F. @ (E) VICTORIAN
101' -0"
F
15
'
-
8
3
/
8
"
T.O.F.F. UPPER LEVEL (E)
VICTORIAN
110' -8 1/2"
T.O.F.F. UPPER LEVEL (E)
VICTORIAN
110' -8 1/2"
RO
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F
H
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I
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C
A
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C
.
3'
-
6
"
9
7
/
8
"
(N) ROOFING TO REPLACE
EXISTING. TYP
(E) SIDING TO BE REPAINTED, TYP.(N) WINDOWS TO REPLACE (E)
U.O.N. PER HISTORIC PRES.
10.31.2019
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81621
PHONE: 970.300.3423 FAX: 415.358.5771
INFO@EIGELBERGER.COM
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C
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U
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E
&
D
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S
I
G
N
SCALE:
Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
M
3
6
0
:
/
/
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A.3.06
SOUTH ELEVATIONS
13
4
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19017
TM
Checker
1/4" = 1'-0"1 (E) SOUTH ELEVATION
1/4" = 1'-0"2 (P) SOUTH ELEVATION
1/17/2020 HPC SUBMITTAL
Page 105 of 111
MAIN LEVEL
100' -0"
MAIN LEVEL
100' -0"
(E) ROOF
125' -2 1/2"
(E) ROOF
125' -2 1/2"
87654321
T.O.F.F. @ UPPER LEVEL ADDITION
110' -10 1/2"
T.O.F.F. @ UPPER LEVEL ADDITION
110' -10 1/2"
B.O. HEADER @ UL ADDITION
118' -4 1/2"
B.O. HEADER @ UL ADDITION
118' -4 1/2"
T.O.F.F. @ (E) VICTORIAN
101' -0"
T.O.F.F. @ (E) VICTORIAN
101' -0"
(P) BASEMENT CEILING
98' -0"
MAIN LEVEL
100' -0"
MAIN LEVEL
100' -0"
CEILING HEIGHT -MAIN LEVEL
109' -8 1/2"
CEILING HEIGHT -MAIN LEVEL
109' -8 1/2"
87654321
(N) Roof
125' -2 1/2"
(N) Roof
125' -2 1/2"
T.O.F.F. @ (E) VICTORIAN
101' -0"
T.O.F.F. @ (E) VICTORIAN
101' -0"
T.O.F.F. UPPER LEVEL (E) GARAGE
109' -8 1/2"
T.O.F.F. UPPER LEVEL (E)
VICTORIAN
110' -8 1/2"
3'
-
6
7
/
8
"
11
1
/
4
"
(N) ROOFING TO REPLACE
EXISTING. TYP
(N) PORCH(E) SIDING TO BE REPAINTED, TYP.(N) WINDOWS TO REPLACE (E)
U.O.N. PER HISTORIC PRES.
(E) SIDING TO BE REPAINTED, TYP.
1/4" = 1'-0"1 (E) EAST ELEVATION
1/4" = 1'-0"2 (P) EAST ELEVATION
10.31.2019
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350 MARKET STREET SUITE 309 BASALT, COLORADO
81621
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2
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C
T
U
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E
&
D
E
S
I
G
N
SCALE:
Plot Date
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Project No.
CLIENT REVIEW: REVIEWED AND
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WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
M
3
6
0
:
/
/
1
9
0
1
7
-
1
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A.3.07
EAST ELEVATIONS
13
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AS
P
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N
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C
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19017
TM
Checker
1/17/2020 HPC SUBMITTAL
Page 106 of 111
F.F.
+0'-0"
F.F.
+0'-0"
TYPE A TYPE B
TYPE C
PE
R
S
C
H
E
D
.
PE
R
S
C
H
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D
.
PER SCHED.
PE
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C
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D
.
PE
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C
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D
.
PER SCHED.
PE
R
S
C
H
E
D
.
PE
R
S
C
H
E
D
.
PER SCHED.
EGRESS WINDOW SINGLE PANE FIXED
DIVIDED LITE FIXED
10.31.2019
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350 MARKET STREET SUITE 309 BASALT, COLORADO
81621
PHONE: 970.300.3423 FAX: 415.358.5771
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y
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i
g
h
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2
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A
R
C
H
I
T
E
C
T
U
R
E
&
D
E
S
I
G
N
SCALE:
Plot Date
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Project No.
CLIENT REVIEW: REVIEWED AND
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CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
BI
M
3
6
0
:
/
/
1
9
0
1
7
-
1
3
4
B
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A.4.00
WINDOW SCHEDULE
13
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P
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19017
Author
Checker
Proposed Window Schedule
Window ID Room Name
Type
Mark Description Width Height Sill Height
Window
Frame
Material
Window
Exterior
Finish
Window
Interior
Finish
Black Out
Shade 5% Shade Detail Head Detail Jamb Detail Sill Glazing
Hardware
Group Remarks
(P) BASEMENT
W01 BEDROOM 1 A EGRESS WINDOW 3' - 0" 8' - 0" 3' - 0"
W02 BEDROOM 2 A EGRESS WINDOW 3' - 0" 8' - 0" 3' - 0"
W03 BEDROOM 3 A EGRESS WINDOW 3' - 0" 8' - 0" 3' - 0"
W04 HALLWAY B FIXED SINGLE PANE 3' - 10" 8' - 0" 3' - 0"
MAIN LEVEL
W10 GARAGE C DIVIDED LITE
CASEMENT
2' - 3" 5' - 0 1/2" 2' - 0 1/16"
W11 GARAGE C DIVIDED LITE
CASEMENT
2' - 3" 5' - 0 1/2" 2' - 0 15/16"
W12 LIVING/KITCHEN B FIXED SINGLE PANE 3' - 11
3/16"
4' - 1 1/2" 3' - 5 1/2"
T.O.F.F. UPPER LEVEL (E) VICTORIAN
W20 MASTER BATH B FIXED SINGLE PANE 5' - 0" 8' - 6" 1' - 0"
W21 MASTER BATH B FIXED SINGLE PANE 2' - 6" 6' - 0" 1' - 0"
DOOR/WINDOW NOTES
1. SIZES GIVEN ARE NOMINAL. SEE DETAILS TO DETERMINE UNIT SIZES AND ROUGH
OPENING DIMENSIONS.
2. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO ORDERING/MANUFACTURING
DOORS AND WINDOWS.
3 ALL DOORS AND WINDOWS TO MEET .32 U-VALUE PER PITKIN COUNTY
1/17/2020 HPC SUBMITTAL
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PHONE: 970.300.3423 FAX: 415.358.5771
INFO@EIGELBERGER.COM
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Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
1/4" = 1'-0"
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EXTERIOR
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Door Schedule - Exterior
DOOR ID Location Type Mark Width Height Thickness Door Finish
Frame
Material
Frame
Exterior
Finish
Frame
Interior
Finish
Black Out
Shade 5% Shade
Roman
Shade Detail Head Detail Jamb Detail Sill Glazing
Hardware
Group Remarks
New Construction
D01 GARAGE A 21' - 4
11/16"
8' - 0" 0' - 1 3/4"
D02 VESTIBULE B 3' - 0" 6' - 10" 0' - 0 1/2"
GENERAL DOOR/WINDOW NOTES
1. SIZES GIVEN ARE NOMINAL. SEE DETAILS TO DETERMINE UNIT SIZES AND ROUGH
OPENING DIMENSIONS.
2. ALL DIMENSIONS TO BE VERIFIED IN FIELD PRIOR TO ORDERING/MANUFACTURING
DOORS AND WINDOWS.
3 ALL DOORS AND WINDOWS TO MEET .32 U-VALUE PER PITKIN COUNTY
DOOR TYPE SCHEDULE
KEY DOOR/WINDOW NOTES
1 MANUFACTURER LEVEL 1 : "FRONT OF HOUSE" TO INCLUDE ALBERTINI (STEEL OR ALUMINUM), DYNAMIC ALUMINUM, MHB, OPTIMUM OR SIM. STEEL MANUFACTURER
2 MANUFACTURER LEVEL 2 : "BACK OF HOUSE" TO INCLUDE SIERRA PACIFIC, MARVIN, EUROLINE, AND PELLA
1/17/2020 HPC SUBMITTAL
Page 108 of 111
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PHONE: 970.300.3423 FAX: 415.358.5771
INFO@EIGELBERGER.COM
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Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
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PERSPECTIVES (NO
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PHONE: 970.300.3423 FAX: 415.358.5771
INFO@EIGELBERGER.COM
Co
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Plot Date
Drawn By
Checked By
Project No.
CLIENT REVIEW: REVIEWED AND
APPROVED FOR DESIGN INTENT:
CLIENT UNDERSTANDS THE DESIGN
INTENT OF THE DOCUMENT. CLIENT
APPROVES DESIGN INTENT. ARCHITECT
WILL PROCEED WITH DETAILS AND
COORDINATION WITH CONTRACTOR PER
SIGN OFF ON DOCUMENT.
NOTE: ANY CHANGES TO THE APPROVED
DRAWINGS BY CLIENT ARE ADDITIONAL
SERVICE PER CONTRACT.
ARCHITECT TO PICKUP CORRETIONS AS
NOTED
CLIENT SIGNATURE:
___________________________
DATE OF APPROVAL:
__________________________
Date Issue
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CTV
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DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6271
2 3 4 5 6 7
A
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W W W . D E S I G N W O R K S H O P . C O M
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles
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HL/JS MA
March 27, 2020
LX-01
HPC
SUBMISSION
NORTH 0
ORIGINAL SCALE:
5 10 20
1"=10'-00"
N.
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PR
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LANDSCAPE
PLAN
CONCRETE
LEGEND
MATERIAL
RETAINING WALL
TURF
PLANTING
PERENNIAL BED 1
Shrub no greater than 36"
GROUNDCOVER
LILAC 6 - 8'
COTTONWOOD TREE
TURF
2 NEW STREET TREES (COTTONWOOD)
WA
L
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W
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42" WOODEN FENCE
WI
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PRELIMINARY PLANTING LIST
ABBR. BOTANICAL NAME COMMON NAME
PA-3 Populus angustifolia Narrowleaf Cottonwood 3"-cal AS SHOWN 2
MS-3 Malus Spring Snow Spring Snow Crabapple 3"-cal AS SHOWN 1
SHRUBS
SG-5 Syringa hyacinthiflora White Lilac 5 gal.36" O.C. 8
RA-5 Rhus aromatica Grow-Low Sumac 5 gal.16" O.C. 23
SF-5 Spiraea froebelii Froebell Spiraea 5 gal.30" O.C. 63
SPACING Count SIZE
TREES
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