HomeMy WebLinkAboutTAPESTRY - PDP240001 - SUBMITTAL DOCUMENTS - ROUND 1 - Variance Request (3)
April 24, 2024
Sophie Buckingham
Engineering Development Review
City of Fort Collins
281 N. College Avenue
Fort Collins, CO 80524
Project # 473-010
Tapestry PDR210019 – Modified Street Section Variance Request
Variance Description:
This is a request for variance to the standard street cross-sections contained in Details 7-5F (Collector with
Parking) and 7-8F (Connector Local Street) of the Larimer County Urban Area Street Standards (LCUASS
Fort Collins).
Variance to this Standard will allow aerial apparatus fire access for the residential buildings that front
public R.O.W.
Technical Design Criteria:
Public Streets to be designed to meet cross-sections in the Larimer County Urban Area Street Standards
(Fort Collins). These approved cross-sections are detailed below:
Detail 7-5F (Collector with Parking)
• 2 – 11’ Travel Lanes
• 2 – 5’ Bike Lanes w/ 3’ Park Buffer
• 2 – 8’ On-street Parking
• 2 – 8.5’ Parkway
• 2 – 5’ Walk
• 2 – 9’ Utility Easement
• Total FL-FL = 54’
• Total ROW = 81’
Detail 7-8F (Connector Local Street)
• 2 – 10’ Travel Lanes
• 2 – 8’ On-street Parking
• 2 – 8.5’ Parkway
• 2 – 5’ Walk
• 2 – 9’ Utility Easement
• Total FL-FL = 36’
• Total ROW = 63’
Identifying the issue:
The current street cross-sections do not allow sufficient clearance and access for aerial apparatus fire
access.
The International Fire Code indicates aerial apparatus access shall be required for buildings over 30’ tall. In
order to provide aerial apparatus access the following requirements must be met:
• 26’ wide unobstructed drive access
• Building is a minimum 15’ and maximum 30’ from fire access
• Aerial access route positioned parallel to one entire side of the building
The current Collector and Connector Local cross-sections puts the closest part of the building a minimum
of 30.5’ from the unobstructed drive access. Additional code requirements regarding roof overhangs in the
utility easements and required articulation of the building faces puts parts of the building another 10’ out
of compliance from the allowable distance to the unobstructed drive access.
Additionally, the Connector Local cross-section only provides a 20’ wide unobstructed drive lane, 6’ less
than required.
Alternatives Considered
1. Alternative 1: Locating all Aerial Apparatus Access Routes Internally to the Site
While initially this alternative seemed like a viable option, it was soon determined that it
contradicted many of the goals of the City.
This option would require a substantial increase in internal pavement. At a minimum, the
pavement width in front of each building would be a minimum of 41’ wide throughout the site.
This increase in pavement would create increased stormwater runoff, increased pollution,
increased unit costs for all homeowners including those designated as affordable, decreased
excess on-site parking and reduced usable open spaces.
This alternative would be opposition to the City’s explicit goals related to housing affordability and
the environment.
2. Alternative 2: Variance to the Public Street Section
Per the City’s recommendation, alternatives to the public street cross-sections were evaluated.
This alternative looked at revised street cross-sections for three of the four adjacent public streets
at Tapestry. Each street is unique due to either existing constraints, street classification, or the
need for both sides of the street to have aerial access.
Each modified street cross-section has the following modifications in order to meet the aerial
apparatus fire access requirements.
• 26’ unobstructed drive access
• Recessed Parking Alternating with Tree Islands
• Reduced Utility Easement (approved by Xcel)
Comparison of Modified Cross-Sections to Current Standards
The development team found a modified street cross-section to be the most beneficial. An in-depth
comparison of each modified cross-section to the approved cross-section is shown below. Increases are
highlighted in green and decreases are highlighted in red.
3rd Street
Current Standard - Connector Local Modified - Connector Local
West Half
(adjacent existing S.F.)
East Half
(adjacent proposed M.F.)
West Half
(adjacent existing S.F.)
East Half
(adjacent proposed M.F.)
Parking Lane 8' 8' 7' 7.5'
Parking Spacer n/a n/a 3' 3'
Drive Lane 10' 10' 10' 10'
Parkway Ex. 7.0' behind walk* 8' not including curb Ex. 7.0' behind walk* 11' Tree Island**
Walk Ex. 3.75' Attached* 5' Detached Ex. 3.75' Attached* 5' Detached**
Utility
Easement n/a* 9' n/a* 6'
Total FL-FL 36' 33' min, 40.5' max
Total ROW 60'* 60'*
* Based on keeping existing sidewalk, ROW, and utility easement along west side of street, adjacent ex. S.F.
** Tree islands to alternate with on-street parking and include a 3’ landscape buffer adjacent to parking
Logan Street
Current Standard - Connector Local Modified - Connector Local
North Half
(adjacent proposed M.F.)
South Half
(adjacent undeveloped)
North Half
(adjacent proposed M.F.)
South Half
(adjacent undeveloped)
Parking Lane 8' 8' 7.5' 7.5'
Parking Spacer n/a n/a 3' 3'
Drive Lane 10' 10' 10' 10'
Parkway 8' not including curb 8' not including curb 11' Tree Island* 8' not including curb
Walk 5' Detached 5' Detached 5' Detached* 5' Detached
Utility Easement 9' 9' 6' 9'
Total FL-FL 36' 33.5' min, 41' max
Total ROW 63' 63'
* Tree islands to alternate with on-street parking and include a 3’ landscape buffer adjacent to parking
Buckingham Street
Current Standard - Collector with Parking Modified Interim - Collector with Parking
North Half Ultimate
(adjacent existing N.B.)
South Half
(adjacent proposed M.F.)
North Half Interim
(adjacent existing N.B.)
South Half
(adjacent proposed M.F.)
Parking Lane 8'* 8' n/a** 8'
Bike Lane 5'* 5' n/a** 5'
Parking Spacer 3'* 3' n/a** 3'
Shoulder n/a n/a 4' n/a
Drive Lane 11' 11' 11' 11'
Parkway 8' not including curb* 8' not including curb n/a** 6.5' Tree Island***
Walk 5' detached* 5' detached n/a** 5' Detached
Utility Easement 9' 9' 9' 6'
Total FL-FL 54'* 39' min EOP - FL, 42' max EOP - FL**
Total ROW 81'* Varies - 68' Min.**
* Based on future ultimate widening on north side of street, adjacent N.B.
** Interim Section does not include widening the north side to ultimate
*** Tree islands to alternate with on-street parking and include a 3’ landscape buffer adjacent to parking. Thinner tree
islands are proposed to provide a minimum of 2’ separation from lip of gutter to an existing waterline.
Details of the proposed modified streets sections are attached to this request. A full plan view of the site is
provided for additional context.
Justification for Modified Cross-Sections
Fire Safety Considerations
• The modified street sections allow for aerial apparatus access to the buildings fronting the public
Right of Way. It has always been the intent of the public streets to allow emergency services to be
able to stage from the Right of Way. These modified street sections would fulfill that intent.
Stormwater Considerations
• If the aerial apparatus access cannot be met from the public street for buildings fronting those
streets, the aerial apparatus access would need to be provided internally to the site. This would
result in a minimum pavement section of 41’ wide in front of each building. This would
substantially increase pavement within the development. Increased pavement would result in
additional stormwater runoff and increased water quality treatment to remove the excess
pollutants.
• Increases in stormwater runoff can create additional loadings and stresses on our rivers and
streams.
• From an environmental perspective, a decrease of hardscape is preferable in terms of stormwater
runoff, pollution, and heat island effect. By utilizing the public roadways for aerial access, we are
able to decrease the pavement internal to the development and promote environmental values.
Land Planning Considerations
• If the aerial apparatus access cannot be met from the public street for buildings fronting those
streets, the aerial apparatus access would need to be provided internally to the site. This would
result in an increase in pavement and a decrease in open space and landscaped areas.
• Usable open areas are a valuable asset within developments. These areas increase the quality of
life of the residents. Decreasing open areas in lieu of pavement would be unfortunate.
Utility Considerations
• The proposed utility easement was reduced from 9’ to 6’. This allows the buildings to be set closer
to the Right of Way. This further aids in meeting the aerial apparatus access requirements for
distance from the building to the unobstructed access. Per the LCUASS standards, gas is generally
located in the utility easement and electricity is generally located in the parkways. Xcel was
contacted by the development to determine if a 6’ utility easement would satisfy Xcel’s needs.
They confirmed that a 6’ utility easement was sufficient.
• The reduction in utility easement aids in meeting the building face articulation requirements as
delineated in the land use code and removes roof overhangs from the utility easement.
• Due to an existing waterline in Buickingham Street being around 5’ from the existing lip of gutter,
the full tree islands matching the onstreet parking width would not meet the City’s separartion
requirement for curb and gutter to a waterline. After a meeting with the City on 3/1/24, It was
determined that if we thin the alternating tree islands to achieve 2’ of separation from lip of gutter
to waterline that the town would accept the thinner islands and smaller separation.
• During our meeting with the City on 3/1/24, it was determined that a continuous 3’ landscape
buffer for all three modified street sections would be desired for the electric and possible
communication lines leaving the smaller 6’ utility easement for Xcel. This allows the City of Fort
Collins to install the electric lines without the need of flow fill saving the development a
considerable amount of money.
• 3rd Street provides sufficient separation from the existing water line to the proposed electric line of
10’. Because of the inadequate placement of the existing waterline in Buckingham, it was
determined in the City meeting that 8’ of separation would be sufficient.
• Light poles were discussed in detail in the 3/1/24 City meeting. Light poles will have sufficient
separation from all utilities within 3rd Street and Logan Ave. They will be placed in their own tree
island without a tree present to accommodate separation requirements from a tree. Because of
the existing waterline in Buckingham being in an inadequate place, it was agreed upon that 7-8’ of
separation from the waterline to a light pole would be sufficient.
Street Trees and Tree Stocking Considerations
• Russell+Mills Studio has provided a Street Tree and Full Street Stocking analysis as a part of this
request. Their analysis indicated that while street trees would be slightly decreased with this proposal,
the full tree stocking could be increased resulting in the same tree canopy coverage that would happen
with standard street sections. This resulted in a net increase in provided trees above what is required
by the Code. Please see the attached analysis as a part of this modified street section request.
• The existing waterline in Buckingham creates a lot of issues for the proposed street section. It was
agreed upon in the City meeting on 3/1/24 that if smaller ornamental trees were proposed in
Buckingham that the City would accept a smaller separation of 8’ from the tree to the existing
waterline.
• The alternating tree islands provide a design for trees and light poles to meet the required separation
between the two.
Cost Considerations
• The modified street sections provide a slightly larger pavement section compared to the current
standards. This is offset by the decrease in pavement internally.
• By providing aerial apparatus access from the public streets, the pavement internal to the
development is decreased substantially. This would result in cost savings for the future home
buyers and residents. This is particularly important in regards to creating affordable units.
• By providing aerial apparatus access from the public streets, the density is allowed to remain.
Density is what allows prices to be kept at affordable rates. Density allows the cost of
infrastructure to be shared among more buyers; thereby creating more value.
Additional Engineering Details
• A 3’ parking spacer was added on each side of the road between the drive lane and the parking
lane on the Modified Connector Local. This additional 6’ provides the required 26’ wide
unobstructed drive access required for aerial apparatus access.
• Tree Islands are shown as an alternative to a parkway.
• The on-street parking and the tree islands are shown as alternating. This creates a narrower street
cross-section that allows the buildings to be located closer to the unobstructed access to meet the
aerial apparatus access requirements. By allowing the tree island and on-street parking to
alternate, it offsets the additional 6’ of pavement created in the parking spacers.
• The parking lanes were reduced on the Modified Connector Local in reaction to the additional
width provided by the 3’ parking spacers. The intent behind the reduction of the parking lane is to
reduce overall pavement. This reduction would result in lower long-term maintenance costs for
the City.
• The sidewalk adjacent to the proposed multi-family is shown as 5’ with an adjacent 3’ landscape
buffer. This provides a buffer from car doors.
Alternatives to the Proposed Modified Cross-Section for Consideration
• 9’ utility easement with rooflines allowed to overhang and private stormlines allowed to
substantially encroach into easement.
• 6’ utility easement with conduit provided by development
Conclusion
We do not feel that this variance will increase risks to public health, safety, or welfare, nor will it reduce the
design life of any public roadway or cause the City of Fort Collins additional maintenance costs.
These street cross-sections will allow for aerial apparatus fire access. The current street cross-sections do
not allow for this increased safety measure.
We believe these modified street cross-sections will be a benefit to the public welfare by providing larger
pedestrian spaces through the increased sidewalks widths and increased on-site open spaces.
Lastly, we believe that this modification allows for a more environmentally conscious public street cross-
section that would allow for a decrease in on-site pavement, stormwater runoff and pollution.
We believe these modified cross-sections could be a necessary addition to the City’s standard cross-
sections in urban infill locations.
We look forward to continuing to work with the City on solutions that provide a multitude of benefits.
Please call if you have any questions.
Sincerely,
Stephanie Thomas, P.E.
Project Manager
r "YFORT COLLINS ONLY
81' ROW (MIN.)
8.5' 8.5'X-
54' ROADWAY—jTKWY ______PKWY
Park' (MIN.)
^Buffer
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^Buffer-!UTIL.
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BIKE
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, 9'
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TRAVEL TRAVEL8' 8'5'5'
1MIN. FENCE
SETBACK
WALK
(MIN)
WALK
(MIN)PARK PARK
6'13'12'
BIKE
LANE
Bike
Lane
Buffer
BIKE_EFT TURN12'12'LANE
7/'-Bike
Lane
Buffet
TRAVEL TRAVEL
54' Roadway -X
INTERSECTIONS
(WHERE NEEDED)
ROADWAY WIDTH: 54'
RIGHT OF WAY WIDTH: 81' (min.) plus 18' (min.) utility easement.
TRAVEL LANES: Two lanes, 81' (min.) plus 18' (min.) utility easement.
LEFT TURN LANES: 12' wide at intersections where needed.
BIKE LANES: Two lanes, 5' or 6' wide lane, 3' wide painted buffer.
PARKING: Two lanes, 8' wide; parking may be removed at certain locations to provide a
left turn lane at intersections where needed.
PARKWAY: 8' (min.) width. Additional width optional.
SIDEWALK: 5' (min.) width. Additional width may be required for higher pedestrian traffic within
and leading to activity areas or as required by Area Plans.
MEDIAN: Not required, except where necessary to control access and/or to provide pedestrian refuge,
additional roadway and ROW width may be required.
WHERE USED: These specifications shall apply as required by the Local Entity, when a Collector street is shown
on the Master
DESIGN SPEED: 40 MPH
SPEED LIMIT: 25-30 MPH
ACCESS: Access will be limited. Points of access must be approved by the Local Entity.
CONTINUITY: The street shall be continuous for no more than 1320 feet.
FENCES: Fences shall be setback a minimum of 2' from back of sidewalk or on the properly line, whichever is greater.
CURB AND GUTTER: Vertical curb and gutter.
JV
r COLLECTOR - WITH PARKING
LARIMER COUNTY
URBAN AREA
STREET STANDARDS
REVISION NO: FIGURE
7-5F
DESIGN
FIGUREV DATE: 07/01/21
10'10'
(WHERE NEEDED)
10'
8'
TRAVEL
PARK
TRAVEL
8'
PARK
TRAVEL
TURN 13'
TRAVEL
13'
INTERSECTIONS
LEFT
8.5'
(MIN.)
PKWY
36' ROADWAY
63' ROW (MIN.)
(MIN)
WALK
5'
ROADWAY WIDTH: 36' wide without bike lane; 42' wide with bike lane; 36'; wide with left turn lane.
RIGHT OF WAY WIDTH: 63' (min) plus 18' (min.) utility easement.
TRAVEL LANES: Two lanes, 10' wide, 13' wide at intersections shared with bicyclists, or 10' wide where
BIKE LANES: Bicyclists shall share the roadway with motor vehicles in the travel lanes.
Additional street width may be required to add bike lanes 6' wide on each side
to accommodate bike traffic within and leading to activity areas.
PARKING: Two lanes 8' wide. Parking will be removed at intersections where a left turn lane is required.
PARKWAY: 8' (min.) width. Additional width optional.
SIDEWALK: 5' (min.) width. Additional width may be required for higher pedestrian traffic
serving activity areas.
WHERE USED: These specifications shall apply to streets providing local access and in areas without driveways.
FENCES: Fences shall be setback a minimum of 2' from back of sidewalk or on the property line, whichever is greater.
ACCESS: Access will be limited. Points of access must be approved by the Local Entity.
CURB AND GUTTER: Vertical curb and gutter.
SPEED LIMIT: 25 MPH
UTIL.
ESMT.
9'
9'UTIL.
ESMT.
DESIGN SPEED: 30 MPH
CONTINUITY: The street shall be continuous for no more than 1320 feet.
FORT COLLINS ONLY
36' ROADWAY
bike lanes are required.
(MIN)
WALK
5'
(MIN.)
PKWY
8.5'
refuge. Additional roadway and right of way width may be required.
MEDIAN: Not required, except where necessary to control access and/or to provide pedestrian
LEFT TURN LANES: 10' wide, at intersections where needed.
r
7L
7'
V J
CONNECTOR LOCAL STREET
LARIMER COUNTY
URBAN AREA
STREET STANDARDS
REVISION NO: FIGURE
7-8F
DESIGN
FIGURE 07/01/21DATE:
8" W 8" W 8" W 8" W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
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PLAYGROUND
AND PLAZA
AREA
PLAZA
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
PLAZA
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
DN
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BUCKINGHAM STREET
3R
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LOGAN STREET
4T
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LIGHT POLES SPACED AT 165' WITH 1
POLE ANTICIPATED ON THE SOUTH SIDE
LIGHT POLES SPACED AT 180'-200'
LIGHT POLES STAGGERED BASED ON
EXISTING POLES ON WEST SIDE
PROPOSED LIGHT POLE
PROPOSED LIGHT POLE
EXISTING LIGHT POLE
EXISTING LIGHT POLE
EXISTING LIGHT POLE
EXISTING LIGHT POLE
80 80 FEET
1" = 80'
0
(IN FEET)
OVERALL SITE
STREET SECTION AND AERIAL ACCESS
FORT COLLINS, CO
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BUCKINGHAM STREET
EXISTING PROPERTY LINE/ROW
PROPOSED ROW DEDICATION
EDGE OF PAVEMENT
5' SIDEWALK
11' TRAVEL LANE
11' TRAVEL LANE
11' TRAVEL LANE
11' TRAVEL LANE
BIKE LANE (VAR. WIDTH)
5' BIKE LANE
5' SIDEWALK
3.0' PARKING
SPACER
3.0' PARKING
SPACER 30.0' FIRE TRUCK
STAGING
28.4' TO
BUILDING
EAVE
29.2' TO
BUILDING
EAVE
28.7' TO
BUILDING
EAVE
29.2' TO
BUILDING
EAVE
29.7' FIRE TRUCK
STAGING
9.0' BUILDING
SETBACK
24.3' TO
BUILDING
EAVE
6.0' UTILITY
EASEMENT
8.0' PARKING
28.2' TO
BUILDING
EAVE
BIKE LANE (VAR. WIDTH)
23.0'
9.0'
BUILDING
SETBACK
28.1' TO
BUILDING
EAVE
6.0' UTILITY
EASEMENT
30.0' FIRE TRUCK
STAGING
5.0'
3.0' GAS LINE TO
BACK OF WALK
EXISTING WATERLINEEXISTING WATERLINE
4.7' EX WATERLINE
TO LIP OF EX GUTTER EX CURB & GUTTER
3.0' LANDSCAPE BUFFER
3.0' LANDSCAPE
BUFFER
PROPOSED LIGHT POLE
GATE VALVE IS NOT TO SCALE
AND WILL BE CONTAINED WITHIN
THE PAVEMENT BETWEEN THE WATER LINE
AND THE LIP OF THE PROPOSED GUTTER
8'-9' ELECTRIC
TO EX WATERLINE
2'-3' LIP OF GUTTER
TO EX WATERLINE
6.0' BACK OF CURB
TO SIDEWALK 8.0' TREE
TO WATERLINE
8.0' TREE TO
WATERLINE
BUCKINGHAM STREET
MODIFIED COLLECTOR
INTERIM CONDITION - VARYING R.O.W.
20 20 FEET
1" = 20'
0
(IN FEET)
BUCKINGHAM STREET
STREET SECTION AND AERIAL ACCESS
FORT COLLINS, CO
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PLAZA
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3R
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7'
PARKING
3' PARKING
SPACER
26' TRAVEL LANES
FIRE TRUCK STAGING
10' TRAVEL
LANE
40.5' FL-FL
EXISTING 60.0' ROW
6.0' UTILITY
EASEMENT
5.0'
WALK
5.0'
WALK
6.0' UTILITY
EASEMENT
9.0' BUILDING
SETBACK
7.5'
PARKING
28.2' TO BUILDING
EAVE
29.2' TO BUILDING
EAVE
28.2' TO BUILDING
EAVE
29.2' TO BUILDING
EAVE
5.0'
WALK
EXISTING
WATERLINE
10.0' WATERLINE
TO TREE
6.0' CURB STOP
TO GAS LINE
ELECTRIC AND FIBER
DUAL TRENCHED 2'
FROM EDGE OF SIDEWALK
10' TREE TO
WATERLINE
UTILITY EASEMENT
FOR CURB STOP
0.7' EX.WATERLINE
TO EX. CURB
3.0' LANDSCAPE
BUFFER
3.0' LANDSCAPE
BUFFER
11.0'
PARKWAY AT
BUMPOUT
7.5'
PARKING
3RD STREET
(MODIFIED LOCAL CONNECTOR - EX 60' R.O.W.)
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3RD STREET
STREET SECTION AND AERIAL ACCESS
FORT COLLINS, CO
TAPESTRY
20 20 FEET
1" = 20'
0
(IN FEET)
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E
G
G
G
E E E E E E E E E E E
FO FO FO FO FO FO FO FO FO FO FO
W F
DNDN
LOGAN STREET
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
7.5'
PARKING
3.0'
PARKING
SPACER
10.0'
TRAVEL LANE
10.0'
TRAVEL LANE
26.0'
DRIVE AISLE
9.0'
BUILDING SETBACK
9.0'
BUILDING SETBACK
29.2' TO
BUILDING
EAVE
28.7' TO
BUILDING
EAVE
8.5'
PARKWAY
7.5'
PARKING
3.0'
PARKING
SPACER
28.2' TO
BUILDING
EAVE
6.0' UTILITY
EASEMENT
25.7' TO
BUILDING
EAVE
6.0'
6.0' LIP OF GUTTER
TO WATER LINE
8.5' ELECTRIC TO
BACK OF CURB
3.0' LANDSCAPE
BUFFER
PROPOSED
LIGHT POLE 2'
FROM SIDEWALK
PROPOSED
ELECTRIC
VAULT
1.0' ELECTRIC TO
BACK OF CURB
12.2' TREE
TO WATERLINE
LOGAN AVE
(MODIFIED LOCAL CONNECTOR - 63' R.O.W.)
E N G I N E E R N GI
EHTRON R N
03.07.24
P:\473-010\DWG\EXHIBITS\CONCEPTUAL UTILITY SPACING WITH AERIAL ACCESS\CONCEPTUAL UTILITIES.DWG
LOGAN AVE
STREET SECTION AND AERIAL ACCESS
FORT COLLINS, CO
TAPESTRY
20 20 FEET
1" = 20'
0
(IN FEET)
Tapestry Condos
Proposed Street Sections - Street and Tree Stocking Impacts
Street (classification)
Required Street Trees (40’ o.c., accounts for light poles required)
Provided Street Trees (counts canopy trees directly behind utility easement as well)
Difference
Buckingham
(collector)8
4-ornamental
(due to existing water line
in road)
-4
3rd Street (local)12
6-canopy
2-ornamental
8-total
-4
Logan Street
(local)8
3-canopy
2-ornamental
5-total
-3
Building Edge Required Trees (within 50’ of buildings)Provided Trees Difference
North Buildings
(along
Buckingham)
27
10-canopy (38%)
13-ornamental
3-evergreen
26-total
-1
West Building
(along 3rd)17
17-canopy (81%)
3-ornamental
1-evergreen
21-total
+4
South Buildings
(along Logan)27
16-canopy
12-ornamental
4-evergreen
32-total
+5
Overall Site
Required Trees (includes street trees and trees for full tree stocking - some potential overlap)
Provided Trees Difference
Overall Site 99 96 -3
Street Tree Requirement
Full Tree Stocking Requirement
Summary
506 S College Ave, Unit A, Fort Collins, CO 80524 | 970.484.8855 | russellmillsstudios.com
CREATING INSPIRED PLACES TOGETHER
1