HomeMy WebLinkAboutMONTAVA - PHASE D CORE AND IRRIGATION POND - BDR240006 - SUBMITTAL DOCUMENTS - ROUND 3 - Variance Request (4) TST, INC. CONSULTING ENGINEERS
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September 11, 2024
Brad Buckman, P.E.
City Engineer
City of Fort Collins
281 North College Ave.
Fort Collins, CO 80521
Re: Variance Request— 7.4.1.A. City of Fort Collins Alignments— Figure 7
3F, 5F, 7-8F, 7-9F Roadway Cross Sections and Utility Easements
Montava Phase D
Project No. 1230.0009.00
Dear Mr. Buckman:
We are hereby requesting a variance to the Larimer County Urban Area Street
Standards (LCUASS) for deviation from the road cross section and utility
easements for Montava Phase D
Current standard 7.3.1.A. of the Larimer County Urban Area Street Standards
(LCUASS), Figures 7-31F, 7-51F, 7-81F, & 7-91F refer to the road cross section and
utility easement geometry for use in road design for the Fort Collins Area. A
variance is being requested to this minimum width in the Montava Phase D
project as noted below:
- Figure 7-3F 2-Lane Arterial Street
- Proposed Road: N Giddings Road
- The proposed Giddings Road cross section will vary as shown in the
attached exhibits. Specific changes include the absence of a detached
walk, bike lane, and parkway. The interim improvements will include the
restriping of the existing roadway at both entrances to Montava Phase D
to include a Northbound left turn lane into the Montava Phase D site by
constricting the travel lanes to match the 2-lane arterial cross section
seen in Figure 7-31F. The variance will keep the existing 8' shoulder/bike
lane. The standard 15' utility easement will be provided. This roadway is
planned to be updated to LCUASS standards with the next phase (a.k.a.
Montava Phase D Infastrucute Phase) of development.
- Figures 7-5F Collector-With Parking
- Proposed Road: Timberline Road and Goodheart Drive
- The proposed Timberline Road and Goodheart Drive cross sections will
vary by moving the bike lanes from the road section to an adjacent
748 Whalers Way regional pathway. The utility easement will remain 9' wide.
Suite 200
Fort Collins,CO 80525
970.226.0557 main
970.226.0204 fax
ideas@tstinc.com
www.tstinc.com
■
- Figure 7-8F Connector Local Street,
- Proposed Road: Longwood Drive, Mountain Willow Way, Tealbrook Drive, Flint Hill
Drive
- The proposed roadways will vary by encouraging cyclists to use the adjacent
regional pathway rather than share the roadway. Some roadways will include parking
on one or both sides of the street. ROW will be a minimum of 60'. The utility
easement will be removed, and pocket easements will be implemented where
needed.
- Figure 7-9F Residential Local Street
- Proposed Road: Montava Avenue, Harwood Lane, Nanna Lane
- The proposed roads will have a reduced ROW from the 57' minimum to 51' with
parking only planned to be on one side of the road. The utility easement will be
removed, and pocket easements will be implemented where needed.
There are several modifications listed above to the current LCUASS. These revised cross
sections went through a great deal of discussion throughout the PUD design and approval
process with the City of Fort Collins. In general, the intent is to create a viable and vibrant
community where narrow roads slow vehicles and bikes share the travel way or use separate
spaces. Recent Code changes have increased the standard parkway width, but we are
requesting the ability to use the older standard. On the Phase D internal roads this parkway is
in the form of tree grates and small planting strips with pavers breaking up these areas rather
than a standard continuous parkway in order to create an urban walkable environment.
Pocket utility easements along public roads will be implemented where space allows and will
typically be from the rear of the lot. Standard front yard utility easements are being modified
for Phase D in an attempt to give flexibility to the future lot owner to utilize this space for
possible fencing, porch steps, and stoops.
Montava ownership has evaluated and coordinated utility infrastructure and services to
support the design of the alley loaded development. Coordination and discussions with
various utility providers and the City of Fort Collins have occurred which have produced
decisions on the utility service to and within the site. The utility easements adjacent to the
right-of-way's were determined to be unnecessary for anything less than a collector as the
utilities that are serving the homes in Montava Phase D will be coming in from the back of the
unit and pocket easements where needed will be utilized. Easements for Arterial and
Collector roadways will remain per LCUASS standards.
In addition, this variance request is consistent with what was recently approved and
requested with Phase G.
Please refer to the attached exhibits for the proposed Phase D Road cross sections.
This variance request for change in cross section and utility easements:
• is not expected to have a negative impact on capital, or maintenance cost
requirements for the City, or property owners;
• is not anticipated to reduce the life of the proposed roadways; and
• is unlikely to be detrimental to the public health, safety/welfare, decreased sight
distance, or have any effect on turning movements.
■
Thank you for your consideration in the approval of this variance request. If you have any
questions, or require additional information, please do not hesitate to contact me directly.
Respectfully,
TST, INC. CONSULTING ENGINEERS
Derek Patterson, P.E.
dpattersn(a)_tstinc.com
970.484.2128
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Connector Local w/ Attached GreenProposed Section
(Parallel Parking)
mm(5w_i Connector Local w/ Attached GreenProposed Section s
(Angled Parking)
mm��* Connector Local Proposed Section s
(Bike Lanes- Parallel Parking)
mm Connector Local Proposed Section
(Bike Lanes - Angled Parking)
mmu� Paired One-Way Local Proposed Section
(Merged Pair)
mm Paired One-Way Local Proposed Section
(Single One-Way)
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PROJECT NAME MAP ORIENTATION SCALE
ontava
Phase D Thoroughfares 0 150 300 600 900 1200 1500 Feet
001—
COESIGN PROJECT NUMBER PROJECT LOCATION ID D/VOTE The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or
172 , sed in connection with any work other than for the specific project for which they have been prepared without the written consent of
5 Ft CoIIins COC O 3/6/2 0 2 4 the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction.
GIDDINGS RD CROSS SECTION
EX.100"ROW
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�WI TRAVEL"LANE+TRAVEL"LANE MOULDER
EXISTING GIDDINGS RD II".
ESMT. EX 100"ROW ESMT.
PROP EOP 4&0'
�OlLOER TURN
TRAVEL LANE LLANE TRAVEL LANE SHOULDER
PROPOSED GIDDINGS RD INTERSECTION
84 ROW (min.)
1 0, 1 0'6
Pkwy. 52' Roadway Pkwy.
Wall (min.) (min.)
min.
1 5'
Util. 15'
Esmt. 11' 10, 11 ' Estmt.
7" 3' Travel Center Travel 3' 7' 6
Bike Bike Walk
ane Lane min.)
up
7, 3, Bike
Striped / 7 7Lane
Bike Lane Bike Buffer
Lane
Bike
Lane
7' 3'
Protected Buffer
x Bike Lane Bike
Lane
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11
2-LANE ARTERIAL STREET
d LARIMER COUNTY DESIGN REVISION NO: FIGURE
0 URN AREA
z STREETASTANDARDS FIGURE DATE: 07/01/21 7-3F
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z° TURN LANE CROSS SECTIONS
DATE: JULY 17, 2024
'o JOB NO. 1230.0009.00
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N 748 Whalers Way,Suits 200
Fort Collins, Colorado
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15' 614-7' 13' ill 10, ill 13' 7' 6' 15'
ESMT. ESMT.
84'
2-LANE ARTERIAL [PROPOSED]
FORT COLLINS ONLY
84' ROW (min.)
6' 1 0' Ile 1 0'
Pkwy. 52' Roadway Pkwy.
Walk (min.) (min.)
min.
15'
Util. 15l
Esmt. ill 10, ill Utmt.
7' 3' Travel Center Travel 3' 7' 6
Bike Bike Walk
Lane Lane min.)
MUM I
7, 3, Bike
Striped Lane
Bike Lane Bike Lane Buffer
Bike
Lane
7' 3'
Protected Buffer
Bike Lane Bike
Lane
ROADWAY WIDTH: 52'
RIGHT OF WAY WIDTH: 84' (min.), plus 18' (min.) utility easement.
TRAVEL LANES: Three lanes, (2) 1 1 ' wide and a 10' center lane.
LEFT TURN LANES: 10' wide provided in center lane.
BIKE LANES: Two lanes, 7 wide lane, 3 wide painted buffer.
BIKE LANE OPTION: Striped bike lane and protected bike lane options will require City Engineer approval.
PARKING: None
PARKWAY: 10' (min.) width. Additional width optional.
SIDEWALK: 6' (min.) wide. Additional width may be required for higher pedestrian
traffic in and leading to activity areas.
MEDIAN: Not required, except where necessary to control access and/or to provide pedestrian refuge
or where developer requested medians are approved by the local entity. Additional roadway and right
of way 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 Street Plan.
DESIGN SPEED: 50 MPH
SPEED LIMIT: 30 - 45 MPH
ACCESS: Access will be limited. Points of access must be approved by the Local Entity.
CONTINUITY: Unlimited
FENCES: Fences shall be setback a minimum of 2' from back of sidewalk on the property line, whichever is greater.
CURB AND GUTTER: Vertical.
2 - LANE ARTERIAL STREET
LARIMER COUNTY DESIGN REVISION NO: FIGU RE
URBAN AREA FIGURE
STREET STANDARDS DATE: O'7/01/21 7 - 3F
PROJECT NAME MAP ORIENTATION SCALE
DPz Montava Thoroughfare: Arterial 2- lane
CMESIGNi1ROJECT NUMBER PROJECT LOCATION The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or
1725 Ft Collins 7 CO 9/5/2024 used in connection with any work other than for the specific project for which they have been prepared without the written consent of
the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction.
91
ESMT. 54--6' 10' 8' 11' 11' 8' 10'--�-6'_5' ESMT.
80'
MINOR COLLECTOR [PROPOSED]
T3
4,1
ti VI�
91
ESMT. 8' 11' 11' 8' 8'� 7'
6'- ESMT.
80'
MINOR COLLECTOR [PROPOSED]
T4/T5
FORT COLLINS ONLY
KWY 54' ROADWAY PKWY
Park Park (MIN.)
Buffer Buffer 9' UTI L.
ESMT.
01
9'
UTIL. BIKE BIKE
ESMT. LANE 11 11LANE
5' 81 TRAVEL TRAVEL 81 5'
(MIN) PARK PARK MIN MIN. FENCE
SETBACK
MOWN
61 3' 12 31 6'
BIKE BIKE
LANE 12' EFT TURN 12' LANE
Bike Bike
Lane TRAVELT TRAVEL Lane
Buffer 54' Roadway Buffer
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 property line, whichever is greater.
CURB AND GUTTER: Vertical curb and gutter.
COLLECTOR — WITH PARKING
LARIMER COUNTY DESIGN REVISION NO: FIGURE
URBAN AREA FIGURE
STREET STANDARDS DATE: 07/01 /21 7 - 5F
PROJECT NAME MAP ORIENTATION 7CALE
ontava Thoroughfare: Collector Minor �° 3°° 6°° 9°° 1200 �50° Feet
CMESIGNPROJECT NUMBER PROJECT LOCATION The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or
1725 Ft Collins 7 CO 9/5/2024 used in connection with any work other than for the specific project for which they have been prepared without the written consent of
the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction.
Connector Local
Proposed Section (T3) Proposed Section (T4/T5)
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6' 6' 8' 10' 10' 8' 6' 6'
60' 60'
CONNECTOR LOCAL[PUD APPROVED] CONNECTOR LOCAL[PUD APPROVED]
LCUASS Section
FORT COLLINS ONLY
63 ROW (MIN.)
5' 36' ROADWAY b'
WALK WALK
(MIN)lod8 5' 8 5' (MIN)
PKWY PKWY
(MIN.)
9'
UTIL. 9' UTIL.
ESMT. 10, 10, ESMT.
TRAVEL TRAVEL
PARK PAR
8' 8'
NNNII
10'
LEFT
13' TURN 13'
TRAVEL I TRAVEL
36' ROADWAY
Ir
INTERSECTIONS
(WHERE NEEDED)
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 are required.
LEFT TURN LANES: 10' wide, at intersections where needed.
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.
MEDIAN: Not required, except where necessary to control access and/or to provide pedestrian
refuge. Additional roadway and right of way width may be required.
WHERE USED: These specifications shall apply to streets providing local access and in areas without driveways.
DESIGN SPEED: 30 MPH
SPEED LIMIT: 25 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 property line, whichever is greater.
CURB AND GUTTER: Vertical curb and gutter.
CONNECTOR LOCAL STREET
LARIMER COUNTY DESIGN REVISION NO: FIGURE
URBAN AREA FIGURE
STREET STANDARDS DATE: 07/01/21 7 - 8F
PROJECT NAME MAP ORIENTATION SCALE
Montava Phase D Thoroughfares (:D
COESIGN 'PROJECT NUMBER PROJECT LOCATION The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or
1725 Ft Collins 7 CO 3/6/2024 used in connection with any work other than for the specific project for which they have been prepared without the written consent of
the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction.
Connector Local w/ Attached Green Connector Local w/ Attached Green
Proposed Section (Parallel Parking) Proposed Section (Angled Parking)
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6' 6'� 62' -6' 6' 8' 10' 10' 8' 6' 6' 6' 5' 7' 51' 6' 6'��19' 10' 10' 8'46'�646'
73'(NOT ROW) 66'(ROW) 63'(NOT ROW) 77'(ROW)
CONNECTOR LOCAL W/ATTACHED GREEN[PROPOSED] CONNECTOR LOCAL /ATTACHED GREEN[PROPOSED]
LCUASS Section
FORT COLLINS ONLY
63 ROW (MIN.)
5' 36' ROADWAY 5'
AL NALK
(MIN)lod8 5' 8 5' (MIN)
PKWY PKWY
(MIN.) (MIN.)
9'
UTIL. 9' UTIL.
ESMT. 10, 10, ESMT.
TRAVE TRAVEL PARK PAR
8' 8'
10'
LEFT
13' TURN 13'
TRAVEL I TRAVEL
36' ROADWAY
Ir
INTERSECTIONS
(WHERE NEEDED)
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 are required.
LEFT TURN LANES: 10' wide, at intersections where needed.
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.
MEDIAN: Not required, except where necessary to control access and/or to provide pedestrian
refuge. Additional roadway and right of way width may be required.
WHERE USED: These specifications shall apply to streets providing local access and in areas without driveways.
DESIGN SPEED: 30 MPH
SPEED LIMIT: 25 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 property line, whichever is greater.
CURB AND GUTTER: Vertical curb and gutter.
CONNECTOR LOCAL STREET
LARIMER COUNTY DESIGN REVISION NO: FIGURE
URBAN AREA FIGURE
STREET STANDARDS DATE: 07/01/21 7 - 8F
PROJECT NAME MAP ORIENTATION SCALE
Montava Phase D Thoroughfares (:D
COESIGN 'PROJECT NUMBER PROJECT LOCATION The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or
1725 Ft Collins 7 CO 3/6/2024 used in connection with any work other than for the specific project for which they have been prepared without the written consent of
the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction.
Connector Local w/ Bike Lanes Connector Local w/ Bike Lanes
Proposed Section (Parallel Parking) Proposed Section (Angled Parking)
5'-�-6'4--7'4-8'-4--10'--�--10' 8' 7' 6' 5' 5'-/1-6'-�-7' 19'
72'(ROW) 83'(ROW)
CONNECTOR LOCAL[PROPOSED] CONNECTOR LOCAL[PROPOSED]
LCUASS Section
FORT COLLINS ONLY
63 ROW (MIN.)
5' 36' ROADWAY b'
WALK WALK
(MIN)lod8 5' 8 5' (MIN)
PKWY PKWY
(MIN.) (MIN.)
9'
UTIL. 01 9' UTIL.
ESMT. 10, 10, ESMT.
TRAVEL TRAVEL
PARK L8
10'
LEFT
13' TURN 13'
TRAVEL I TRAVEL
36' ROADWAY
Ir
INTERSECTIONS
(WHERE NEEDED)
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 are required.
LEFT TURN LANES: 10' wide, at intersections where needed.
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.
MEDIAN: Not required, except where necessary to control access and/or to provide pedestrian
refuge. Additional roadway and right of way width may be required.
WHERE USED: These specifications shall apply to streets providing local access and in areas without driveways.
DESIGN SPEED: 30 MPH
SPEED LIMIT: 25 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 property line, whichever is greater.
CURB AND GUTTER: Vertical curb and gutter.
CONNECTOR LOCAL STREET
LARIMER COUNTY DESIGN REVISION NO: FIGURE
URBAN AREA FIGURE
STREET STANDARDS DATE: 07/01/21 7 - 8F
PROJECT NAME MAP ORIENTATION SCALE
D PZ Montava
Phase D Thoroughfares (:D
COESIGN PROJECT NUMBER PROJECT LOCATION The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or
1725 Ft Collins 7 CO 3/6/2024 used in connection with any work other than for the specific project for which they have been prepared without the written consent of
the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction.
Paired One-Way Local (Merged Pair)
Proposed Section (T4) Proposed Section (T5)
9
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y
12'�---32' ,1--12'-4-8'_7K__10'4-5'� X-7'--,�'-8'4--8'4-12'/1 32' ,--12'f8'4 8' 7'
102'(ROW) 102'(ROW)
PAIRED ONE-WAY LOCAL[PROPOSED] PAIRED ONE-WAY LOCAL[PROPOSED]
LCUASS Section
FORT COLLINS ONLY
5T ROW (MIN.)
5' 5'
(II )K 30' ROADWAY MINK
8.5' 8.5'
PKWY PKWY
(MIN.) (MIN)
91
UTIL. 9' UTI L.
ESMT. 16' ESMT.
TRAVEL
PARK LPAIRK7
ammakdr-
ROADWAY WIDTH: 30' wide.
RIGHT OF WAY WIDTH: 57' (min.), plus 18' (min.) utility easement.
TRAVEL LANES: 16' wide.
LEFT TURN LANES: None.
BIKE LANES: Bicyclists to share travel lane with motor vehicles. Additional street width, up to 4'
wider, may be required in the travel lane to accommodate bike traffic to serve activity areas, such
as schools and parks.
PARKING: Two lanes 7 wide.
SIDEWALK: 5' (min.) width. Additional width may be required for higher pedestrian traffic
serving activity areas.
MEDIANS: None.
WHERE USED: May be used for residential local streets providing access to single family detached dwellings
with driveways.
DESIGN SPEED: 25 MPH
SPEED LIMIT: 25 MPH
ACCESS: Access will be unlimited in accordance with these standards.
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 property line, whichever is greater.
CURB AND GUTTER: Vertical curb and gutter, or driveover. However, if driveover is used, the parkways must be
widened by 1' and thereby, the required right of way width will increase by 2' to provide 59'.
RESIDENTIAL LOCAL STREET
LARIMER COUNTY DESIGN REVISION NO: FIGURE
URBAN AREA FIGURE
STREET STANDARDS DATE: 07/01/21 7 - 9F
PROJECT NAME MAP ORIENTATION SCALE
D PZ Montava Phase D Thoroughfares (:D
UDESIGN PHOJECT NUMBER PROJECT LOCATION The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or
1725 Ft Collins 7 CO 3/6/2024 used in connection with any work other than for the specific project for which they have been prepared without the written consent of
the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction.
Paired One-Way Local (Single One-Way)
Proposed Section
_4 _i p1II a
W,
L IIYIISII I11101111 j ;e 1 4Are.
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7'_�_8' 8' 12' 10`-�-5'
50'(ROW)
ONE-WAY LOCAL[PROPOSED]
LCUASS Section
FORT COLLINS ONLY
5T ROW (MIN.)
5' 5'
WAL
MAN) 30' ROADWAY MINK
J8.5'
PKWY PKWY
(MIN.) (MIN.)
9'
AdEMEMb-
UTIL. 9' UTI L.
ESMT. ESMT.
J!PAjRKLLPARK
7'
ROADWAY WIDTH: 30' wide.
RIGHT OF WAY WIDTH: 57' (min.), plus 18' (min.) utility easement.
TRAVEL LANES: 16' wide.
LEFT TURN LANES: None.
BIKE LANES: Bicyclists to share travel lane with motor vehicles. Additional street width, up to 4'
wider, may be required in the travel lane to accommodate bike traffic to serve activity areas, such
as schools and parks.
PARKING: Two lanes 7 wide.
SIDEWALK: 5' (min.) width. Additional width may be required for higher pedestrian traffic
serving activity areas.
MEDIANS: None.
WHERE USED: May be used for residential local streets providing access to single family detached dwellings
with driveways.
DESIGN SPEED: 25 MPH
SPEED LIMIT: 25 MPH
ACCESS: Access will be unlimited in accordance with these standards.
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 property line, whichever is greater.
CURB AND GUTTER: Vertical curb and gutter, or driveover. However, if driveover is used, the parkways must be
widened by 1' and thereby, the required right of way width will increase by 2' to provide 59'.
RESIDENTIAL LOCAL STREET
LARIMER COUNTY DESIGN REVISION NO: FIGURE
URBAN AREA FIGURE
STREET STANDARDS DATE: 07/01/21 7 - 9F
PROJECT NAME MAP ORIENTATION SCALE
D Pz Montava Phase D Thoroughfares (:D
C2 ESIGN NHOJECT NUMBER PROJECT LOCATION The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or
1725 Ft Collins 7 CO 3/6/2024 used in connection with any work other than for the specific project for which they have been prepared without the written consent of
the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction.
=M@=
Residential Local
Proposed Section (T3) Proposed Section (T4)
6"
51' 51'
RESIDENTIAL LOCAL[PUD APPROVED] RESIDENTIAL LOCAL[PROPOSED]
LCUASS Section
FORT COLLI NS ONLY
51 57 ROW (MIN.) 51
(MIN)
A WAL W 30' ROADWAY 01 (MIN)LK
10
J8 5 1,/ -7'8.5'P
KVVY PKWY
(MIN.) (MIN.)
L2uizf
91 Atemmob- I
91
UTIL. LITIL.
ESMT. 16' ESMT.
01
PARK TRAVEL /PARK
7' 7'
ROADWAY WIDTH: 30' wide.
RIGHT OF WAY WIDTH: 57' (min.), plus 18' (min.) utility easement.
TRAVEL LANES: 16' wide.
LEFT TURN LANES: None.
BIKE LANES,: Bicyclists to share travel lane with motor vehicles. Additional street width, up to 4'
wider, may be required in the travel lane to accommodate bike traffic to serve activity areas, such
as schools and parks.
PARKING: Two lanes 7' wide.
SIDEWALK: 5' (min.) width. Additional width may be required for higher pedestrian traffic
serving activity areas.
MEDIANS: None.
WHERE USED: May be used for residential local streets providing access to single family detached dwellings
with driveways.
DESIGN SPEED: 25 MPH
SPEED LIMIT: 25 MPH
ACCESS: Access will be unlimited in accordance with these standards.
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 property line, whichever is greater.
CURB AND GUTTER: Vertical curb and gutter, or driveover. However, if driveover is used, the parkways must be
widened by 1' and thereby, the required right of way width will increase by 2' to provide 59'.
RESIDENTIAL LOCAL STREET
IARIMER COUNTY DESIGN REVISION NO: FIGURE
URBAN AREA FIGURE
STREET STANDARDS DATE: 07/01/21 7 - 9F
PROJECT NAME MAP ORIENTATION SCALE
o ntava Phase D Thoroughfares (:D
UDESIGNPROJECT NUMBER PROJECT LOCATION The above drawings, ideas and designs are the property of DPZ Partners. No part thereof shall be copied, disclosed to others, or
17 2 5 Ft C o l l i n s CO 3/6/2024 used in connection with any work other than for the specific project for which they have been prepared without the written consent of
, the architects/town planners. Preliminary-this is a conceptual drawing not to be used for engineering, surveying, or construction.