HomeMy WebLinkAboutKECHTER TOWNHOMES - FDP210002 - SUBMITTAL DOCUMENTS - ROUND 2 - RESPONSE TO STAFF REVIEW COMMENTS
4383 Tennyson Street, #1D • Denver, Colorado 80212 • Phone: 720.465.4320
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April 7, 2021
City of Fort Collins – Community Development & Neighborhood Services
Attn: Ms. Tenae Beane, Development Review Coordinator
280 North College Avenue
Fort Collins, CO 80524
RE: Kechter Townhomes, FDP210002, Round Number 1
Please see the following responses to the summary of comments from City staff and outside reviewing agencies for the
first resubmittal of Kechter Townhomes FDP and Subdivision Plat. In efforts to streamlin e the development review
process, we have included the original City comments with the Kechter Project Team responses in red below. The
following documents are included in this resubmittal:
● Revised Kechter Townhomes Final Project Development Plan (Site Plan and Landscape Plan)
● Architectural Drawings and Architectural Site Diagram
● Revised Subdivision Plat
● Project Legal Description
● City’s Comments with responses written on the Plat in pdf
● Utility Plans
● Responses to ESC Redline Comments
● A Sample Retaining Wall Product
● Updated Traffic Impact Study, March 25, 2021
● Administrative Engineering Variance Request Letter
Comment Summary:
Department: Planning Services
Contact: Clark Mapes, 970-221-6225, cmapes@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 03/15/2021
03/15/2021: More attention is needed where the existing perimeter fencing will
be removed for connections on the north and east. The HOA is interested in a
stepped-down transition, which makes sense rather than simply an abrupt end
to the 6-foot fencing. Goals are aesthetic, and real and perceived safety in
crossing through the openings. For discussion.
Response: Fence detail has been added to sheet L3.3 Fence Details.
4383 Tennyson Street, #1D • Denver, Colorado 80212 • Phone: 720.465.4320
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Comment Number: 2 Comment Originated: 03/15/2021
03/15/2021: Relatedly, neighborhood reps are interested in a pedestrian light
at the eastern boundary to mark it as a more inviting connection. Staff can
explain the latest findings regarding use of the Eclipse Lane escrow for this
minor amenity.
Response: Pedestrian light has been added on site along the connecting walkway from Eclipse
Lane.
Comment Number: 3 Comment Originated: 03/15/2021
03/15/2021: Thank you for the ongoing followup regarding trees along the east
perimeter - we expect to finalize that soon, one way or the other in collaboration
among neighbors.
Response: Two trees have been added per the request of the adjacent nei ghbor on Jupiter Drive.
Department: Engineering Development Review
Contact: Dave Betley, 970-221-6573, dbetley@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 03/12/2021
03/12/2021: For Information: The traffic study does not seem to have
addressed the impact of peak traffic analysis considering the traffic impacts
during school drop off and pickup. This should be discussed and addressed
within the traffic study. It has been an ongoing concern of residents within the
neighborhood.
Kellar Engineering also coordinated with staff at Zach Elementary School. The typical weekday
peak student drop-off time is between 7:45 AM and 8:15 AM. Also, the typical weekday peak student
pick-up time period is between 2:30 PM and 3:00 PM. Usually the morning drop-off time is the
busiest. The traffic counts cover the school’s peak traffic time period covering the busiest school
peak morning drop-off time. Therefore, the TIS also covers the traffic impacts during the highest
peak hour of school traffic at Zach Elementary School. See Section 3.1 Zach Elementary School
Traffic Coordination in the updated TIS.
Comment Number: 2 Comment Originated: 03/12/2021
03/12/2021: For Approval: The general notes do not appear to match the
notes listed in Appendix E, for the City of Fort Collins and Larimer County.
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Please verify and correct if necessary.
Response: The revised plans include updated notes.
Comment Number: 3 Comment Originated: 03/12/2021
03/12/2021: For Approval: The City has a new signature block to be installed
on the first page. The signature block can be located at:
https://www.fcgov.com/engineering/devrev
Response: The revised plans include an updated signature block.
Comment Number: 4 Comment Originated: 03/15/2021
03/15/2021: For Approval: Please add spot elevations to the plans and at the
handicapped ramps. The engineer needs to add the elevations at the top and
bottom of the ramp to be sure that they can be checked in the field. There
should also be spot elevations located at the gutter flow pans and at the starting
and ending points along the curves to verify street grades. This helps check for
grades for inspections and verification of street grades.
Response: The revised plans include Sheet G3 with the additional requested information on the
pedestrian ramps. The grading plans include additional spot grades at the inlets and the starting
and points of the curves.
Comment Number: 5 Comment Originated: 03/15/2021
03/15/2021: For Approval: There appears to be a handicapped ramp missing
at the intersection of southeast corner of Cactus Curve. It seems to be the only
intersection missing a handicapped ramp.
Response: Since there are no east west connections at this location, pedestrian ramps are not
warranted or included in this location.
Comment Number: 6 Comment Originated: 03/15/2021
03/15/2021: For Approval: The slope of the detention basin appears to have a
3 to 1 slope. The distance between the edge of the r oad and the top of bank
appears to be 10 feet which would meet the recoverable slope. Please verify
the recoverable slope distance and distance from the right of way is adequate
per AASHTO.
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Response: The distance from the flowline to the top of the slope is 11.5-feet at a slope of 5% which
is greater then the recommended 10-feet.
Comment Number: 7 Comment Originated: 03/15/2021
03/15/2021: For Approval: The details need to include the LUCASS trenching
detail. The water utilities do not include the the upper paving requirements of
the trenching to adequately repair the roadway.
Response: The revised plans include the requested detail.
Comment Number: 8 Comment Originated: 03/15/2021
03/15/2021: For Approval: It appears that one driveway is just a little over
sixteen feet in length. Please verify that this will not cause a vehicle to extend
into the sidewalk.
Response: Parking exhibit is included in submittal showing that all drives are a minimum of 18’.
Comment Number: 9 Comment Originated: 03/16/2021
03/16/2021: For Approval: Have any turning radius been run for delivery trucks,
garbage trucks, of fire engines? The curvature built into the knuckles does not
appear to meet the LUCASS standards. A Modification to the standards may
be needed if the the engineer is looking to design the knuckles out of
conformance with LUCASS. The Engineer will need to supply supporting
documentation for modification of design such as turning radius of vehicles
listed above.
Response: The “Knuckels” meet LUCASS standards. The revised plans include additional
information on the geometry on Sheets R1, R2, and R3 including the radius of the inside flow lines
which is the minimum 20-feet.
Response: An autoturn exhibit is included in the submittal showing fire truck access around the
proposed knuckles.
Comment Number: 10 Comment Originated: 03/16/2021
03/16/2021: For Approval: There seem to be more than one water shut off
valve located within the gutter flow pan. Please reposition these valves to be
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located outside of the curb and gutter.
Response: The revised water main layout includes adjusted gate valve locations.
Comment Number: 11 Comment Originated: 03/16/2021
03/16/2021: For Approval: The engineer should be providing spot elevations
along the gutter flow lines at breaks in the slope as shown on the street plan and
profiles. There should also be spot elevations at the curb inlets also.
Response: The revised plans include additional spot elevations on Sheets G1, G2, and G3.
Comment Number: 12 Comment Originated: 03/16/2021
03/16/2021: For Approval: The driveway widths individually do not meet the
minimum width of 12 feet. In verifying on the plans, it appears that the minimum
width is less than 11 feet. The combined driveway width is equal to a width of
21 feet, which is less then the minimum width of 24 feet as designated by
LUCASS Standards.
Response: Please see attached Administrative Engineering Variance Request Letter.
Comment Number: 13 Comment Originated: 03/16/2021
03/16/2021: For Approval: The knuckles do not appear to be in conformance
with LUCASS Standard Drawing 7-24, The inside curve seems to be ten feet.
The curve R3 could not be verified with the information on the plans. Please
provide the pertinent information to show conformance. This comment
coordinates with comment 9. These roadways are low speed, so I am mainly
concerned that larger vehicles driving though the neighborhood can make these
turns without driving up on the inside curb and gutters to make these turns. it will
be acceptable if these turning radii work that a variance to the standards can be
submitted for the turning.
Response: The “Knuckels” meet LUCASS standards. The revised plans include additional
information on the geometry on Sheets R1, R2, and R3 including the radius of the inside flow lines
which is the minimum 20-feet.
.
Comment Number: 14 Comment Originated: 03/16/2021
03/16/2021: For Information: There appears to be one tree at the western side
4383 Tennyson Street, #1D • Denver, Colorado 80212 • Phone: 720.465.4320
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of the intersection of Wheel House Way and Kechter. Please make sure that
this tree will not interfere with sight visibility on Kechter. The speed limit is 40
mph and can be challenging trying to merge into traffic.
Response: A site distance triangle has been added to the plan and the tree on Kechter Road within
the triangle has been removed.
Comment Number: 15 Comment Originated: 03/16/2021
03/16/2021: For Information: Please discuss the issues of ground water
intrusion and utilities. The soils report states that at one point that all bore holes
had water intrusion up to twelve feet. The sewer line ties into the Ke chter main
at approximately this elevation. There are also locations where some of the
underground utilities are at depths of ten feet. The trenching details for the wet
utilities calls for a granular backfill. This could promote migration of
groundwater in utility trenches, which could lead to premature base failure of the
roadway subbase. The engineer needs to discuss the protection of the
subbase and the impacts of groundwater and include if check dam design and
if needed subdrains.
Response: Acknowledged.
Department: Traffic Operation
Contact: Steve Gilchrist, 970-224-6175, sgilchrist@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 03/12/2021
03/12/2021: FOR FINAL:
Signing and Striping redlines have been provided for the changes on Kechter
and the No Parking signs internal to developmment. Please implement them
into the plans.
Response: The revised plans address the requested changes.
Comment Number: 2 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL:
Street Name signs will need to be included above Stop signs. Additional Street
Name signs will be needed on intersections without Stop signs where the street
changes names.
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Response: The revised plans address the requested changes.
Department: PFA
Contact: Marcus Glasgow, 970-416-2338, mglasgow@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 03/16/2021
03/16/2021: The turning radius appears like it will be narrow in all the corners
due to the possibility of parked cars. Please provide an Autoturn Exhibit with
the included parking areas to verify there is enough space for fire truck access.
If access is interrupted, parking space shall be relocated or removed to provide
the required access.
Response: An autoturn exhibit is included in the submittal showing parking locations and
clearance for fire truck access.
Department: Erosion Control
Contact: Basil Hamdan, 970-222-1801, bhamdan@fcgov.com
Topic: Erosion Control
Comment Number: 8 Comment Originated: 03/12/2021
03/12/2021: FOR FINAL APPROVAL:
The extended detention pond does not meet the City's Landscape standards,
the use of trickle channels at the bottom of that pond is not allowed, inflow
forebays are not included. Please provide a soft bottom with naturalized
landscaping to promote infiltration especially since a lot of the flows coming into
the pond are not pre-treated.
Response: The revised plans eliminate the trickle channels and include forbays.
No VTC or construction traffic should be allowed to enter the neighborhood to
the North, plans still show VTC on North entrance even though response to
comments say this would not be allowed.
Response: The revised plans eliminate the VTC symbol on the north side of the site.
Please provide perimeter protection along the whole development and in
Kechter Road.
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Response: The revised plans include silt fence around the perimeter of the site.
Please address all comments provide on the redlined erosion and Sediment
Control Plan.
Response: The revised plans address the reline comments.
INFORMATION ONLY:
The City Manager’s development review fee schedule under City Code 7.5 -2
was updated to include fees for Erosion Control and Stormwater Inspections.
As of January 1st, 2021, these fees will be collected on all projects for such
inspections.
Response: Noted and thank you.
The Erosion Control fees are based on; the number of lots, the total site
disturbance, the estimated number of years the project will be active and the
Stormwater Inspection Fees are based on the number of LID/WQ Features that
are designed for on this project. Based on the proposed site construction
associated with this project we are assuming 54 lots, 4.68 acres of disturbance,
2 years from demo through build out of construction and an additional 2 years till
full vegetative stabilization due to seeding. Which results in an Erosion Control
Fee estimate of $3,934.14 .
Response: Noted and thank you.
Based on 2 bioretention/rain gardens and 1 extended detention basins, the
Stormwater LID/WQ Inspection fee is $880.
Response: Noted and thank you.
I have provided a copy of the spreadsheet used to arrive at these estimat es for
your review. The fee will need to be provided at the time when erosion control escrow is
deposited.
Response: Noted and thank you.
Department: Stormwater Engineering
Contact: Wes Lamarque, 970-416-2418, wlamarque@fcgov.com
4383 Tennyson Street, #1D • Denver, Colorado 80212 • Phone: 720.465.4320
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Topic: General
Comment Number: 1 Comment Originated: 03/11/2021
03/11/2021: FOR APPROVAL:
Forebays are required at the entries into the rain gardens. This also needs to
include proper rundowns for the curb cuts that take flows into the rain gar dens
from the street curb.
Response: The revised plans include forebays and rundowns into the rain gardens.
Comment Number: 2 Comment Originated: 03/11/2021
03/11/2021: FOR APPROVAL:
The retaining walls for the detention pond needs to b e designed during Final
Plan and not at a later date.
Response: The retaining walls will be design/build and the full design will be provided by the
contractor. The project anticipates using a segmented block retaining wall--similar to the Allan
Block wall product information attached.
Comment Number: 3 Comment Originated: 03/11/2021
03/11/2021: FOR APPROVAL:
There are some trees located in the invert of the swale along the west property
line. Please relocate at least 2 feet off of th e invert.
Response: The trees along the west have been relocated and no longer are in the invert of the
swale.
Comment Number: 4 Comment Originated: 03/11/2021
03/11/2021: FOR APPROVAL:
Please adjust the RIM elevation for the rain garden outlet structures to 1 foot
above the bottom of the pond.
Response: The revised plans include updated rim elevations.
Comment Number: 5 Comment Originated: 03/11/2021
03/11/2021: FOR APPROVAL:
Please label the longitudinal slope on th e west property boundary swale.
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Response: The revised plans include a longitudinal slope label.
Comment Number: 6 Comment Originated: 03/11/2021
03/11/2021: FOR APPROVAL:
Please add a detention pond depth gauge for the main detention po nd and add
the detail to the plans.
Response: The revised plans include a depth gauge and associated detail.
Comment Number: 7 Comment Originated: 03/11/2021
03/11/2021: FOR APPROVAL:
The EDB outlet structure detail is not the typical City standard. Please clarify
why this detail is being used rather than the City's standard.
Response: The revised plans include the City Standard Outlet structure.
Department: Light And Power
Contact: Cody Snowdon, 970-416-2306, csnowdon@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 03/16/2021
03/16/2021: FOR APPROVAL:
Please see redlines for some conflicts that encroach on Light and Power's
minimum clearance of 3 feet. Please also verify that Fort Collins Loveland
Water District will allow the other areas shown on the redlines that are below
their minimum separation of 10 feet.
Response: The revised plans include an updated layout of the utilities.
Comment Number: 2 Comment Originated: 03/16/2021
03/16/2021: FOR APPROVAL:
Thank you for providing the C-1 Forms.
In reviewing each C-1 Form, it appears that the service sizes seem larger than
typically seen for this type of development. Please understand that if a 200 -amp
service is required for each unit, additional Capacity Fees will be required and
could add significant expense to the project.
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The additional service size could further require the installation of Padmount
Transformers in place of the Submersible Transformers Vaults located in the
parkway. The installation of all Padmount Transformers will be at the expense
of the development.
On a few of the C-1 Forms it was noted that the secondary service run on a few
of the buildings would require the installation of 500 kcmil. Please note that the
maximum cable size allowed on single-phase secondary services is 350 kcmil
and Submersible Transformers only allow seven dedicated connections.
Response: The revised plans include the transformers provided by Light and Power to meet the
demand of the project.
Department: Forestry
Contact: Nils Saha, nsaha@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 03/16/2021
03/16/2021: FOR APPROVAL
The plans still show a conceptual location for the offsite ramp on Quaser. When
will the final location be determined? If a site visit needs to be coordinated with
forestry and engineering to determine the final location, please reach out to the
DRC for scheduling.
Response: The existing Linden on Quasar will be transplanted south along the ROW.
Comment Number: 2 Comment Originated: 03/16/2021
03/16/2021: FOR APPROVAL
Please refer to Forestry redlines for the notes below:
There are some large gaps (upwards of 90’) in street tree canopy throughout
this site. Please see redlines and explore ways to reduce these gaps to meet
the 30-40’ average spacing between street trees.
1. Columnar trees do not provide the same level of benefits as canopy shade
trees. Please substitute the columnar Norway maples on the streetscape.
2. Please coordinate with city departments and FCLWD on tree/utility
separation requirements.
Response: The columnar trees have been replaced with Canopy trees and after discussion with
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FCLWD. Forestry and Engineering we were able to adjust the trees to avoid tree/utility conflicts
per FCLWD.
Comment Number: 3 Comment Originated: 03/16/2021
03/16/2021: FOR APPROVAL
Is it possible to upsize the street trees along Kechter Rd to 2” caliper? Given the
traffic volume on Kechter Rd, 2” caliper trees may establish and survive better.
Response: Unfortunately, it is not possible to upsize the trees along Kechter Road.
Comment Number: 4 Comment Originated: 03/16/2021
03/16/2021: FOR APPROVAL
Prior to hearing, Forestry recommended exploring the following to mitigate
impacts to the root system of the northwest tree.
1. Is it possible to build up/slope the driveway rather than excavate within the
CRZ?
Response: The finished grade of the driveway is approximately 15” above existing grade which
should eliminate the need for any excavation required for the construction of the driveway.
2. Hydroexcavation may be required to expose roots.
Have you considered #1 above as a potential strategy?
Response: City of Fort Collins tree protection notes are on Landscape plans and Demo plans.
Comment Number: 5 Comment Originated: 03/16/2021
03/16/2021: FOR APPROVAL
Please show the critical root zone of tree #1 on the site, landscape and utility
plans (rather than the dripline) (LUC 3.2.1 (G.7)).
Response: The revised utility plans include the critical root zone.
Comment Number: 6 Comment Originated: 03/16/2021
03/16/2021: FOR APPROVAL
Please include Tree Protection Notes on the demo plans (LUC 3.2.1 (G)).
Response: The revised utility plans include the notes on Sheets EX1 and EX2.
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Comment Number: 7 Comment Originated: 03/16/2021
03/16/2021: FOR APPROVAL
Final tree counts to be verified at second round.
Response: Acknowledged.
Department: Environmental Planning
Contact: Scott Benton, (970)416-4290, sbenton@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 03/16/2021
03/16/2021: INFORMATION ONLY: Bald eagle roost survey results have been
received. No bald eagles or roosting was observed, therefore no NHBZ or
mitigation measures are required.
Response: Thank you.
Comment Number: 2 Comment Originated: 03/16/2021
03/16/2021: FOR FINAL APPROVAL: Surveys will be required of the 'unknown
raptor nest' identified in the ECS at the time of construction to determine if the
nest is being used and by what species.
Response: TWG Development are the General Contractors building the project. We will provide the
survey within 72 hours of starting construction to provide adequate time to coordinate with CPW if
need be. Further, we will check the nest out before construction (mid-April) for good measure.
Department: Building Services
Contact: Russell Hovland, 970-416-2341, rhovland@fcgov.com
Topic: Building Insp Plan Review
Comment Number: 2 Comment Originated: 03/15/2021
Construction shall comply with adopted codes as amended. Current adopted
codes are:
2018 International Residential Code (IRC) with local amendments
2018 International Plumbing Code (IPC) as amended by the State of Colorado
2020 National Electrical Code (NEC) as amended by the State of Colorado
Copies of current City of Fort Collins code amendments can be found at fcgov.com/building.
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Please read the residential permit application submittal checklist for complete
requirements.
Snow Load Live Load: 30 PSF / Ground Snow Load 30 PSF.
Frost Depth: 30 inches.
Wind Loads: Risk Category II (most structures):
· 140mph (Ultimate) exposure B or
· Front Range Gust Map published by The Structural Engineer's Association of
Seismic Design: Category B.
Climate Zone: Zone 5
Energy Code: 2018 IRC chapter 11.
INFORMATIONAL ITEMS:
· 3ft setback required from property line or provide fire rated walls & openings
per chap 3 of the IRC.
· Bedroom egress windows (emergency escape openings) required in all
bedrooms.
· Prescriptive energy compliance with increased insulation values i s required for
buildings using electric heat.
· Attached single-family townhomes are required to be fire sprinkled per local
amendment and must provide a P2904 system min and provide fire rated wall
per R302. This fire sprinkler system usually requires a ¾” or 1” water line and
meter to meet all P2904 requirements. FCLWD water district usually requires a
13-D fire sprinkler system with a separate fire water line.
· New homes must provide EV/PV ready conduit, see local amendment if
garages are attached.
· Provide site-wide accessibility plan in accordance with CRS 9-5. This requires
accessible units per that state standard.
Response: Acknowledged.
Stock Plans:
When residential buildings will be built at least three times with limited
variations, a stock plan design or master plan can be submitted for a single
review and then built multiple times with site specific permits. More information
can be found in our Stock Plan Guide at
fcgov.com/building/res-requirements.php.
Acknowledged. Stock Plan submitted expecting comments 3/22/21.
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Contact: Todd Reidenbach, 970-416-2483, treidenbach@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 03/12/2021
03/12/2021: 'Cactus' is not available as a new street name and will need a
replacement.
https://www.larimer.org/engineering/subdivisions-and-road-names/street-invent
ory#/streets
'Curve' is not an acceptable street suffix in Larimer County.
https://www.larimer.org/engineering/subdivisions-and-road-names/street-invent
ory#/suffixes
Response: Thank you for working with our Team on street naming. The street has been relabeled
as Owl Hoot Drive.
Department: Technical Services
Contact: Jeff County, 970-221-6588, jcounty@fcgov.com
Topic: Building Elevations
Comment Number: 4 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL APPROVAL:
Sheet A2.3A is not listed in the Sheet Index.
Response: Sheed index has been updated to who Sheet A2.3A.
Comment Number: 5 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL APPROVAL:
There are line over text issues. See redlines.
Response: All line over text issues have been resolved.
Comment Number: 6 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL APPROVAL:
There are text over text issues. See redlines.
Response: All text over text issues have been resolved.
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Topic: Construction Drawings -
Response: The revised plans include additional text masking.
Comment Number: 8 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL APPROVAL:
Please revise the sub-title as marked. See redlines.
Response: The Plat title has been revised to “Kechter Townhomes” to match the Utility Plans.
Comment Number: 9 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL APPROVAL:
Some of the sheet titles in the sheet index do not match the sheet titles on the
noted sheets. See redlines.
Response: The revised plans included an updated title for Sheet R3.
Comment Number: 10 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL APPROVAL:
There is text that needs to be masked. Mask all text in hatched areas. See redlines.
Response: The revised plans include additional text masking.
Comment Number: 11 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL APPROVAL:
There are line over text issues. See redlines.
Response: All line over text issues have been resolved.
Comment Number: 12 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL APPROVAL:
There are text over text issues. See redlines.
Response: All text over text issues have been resolved.
Topic: General
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Comment Number: 7 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL APPROVAL:
FLOOR PLANS: There are line over text issues. See redlines.
Response: All text over text issues have been resolved.
Topic: Plat
Comment Number: 1 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL APPROVAL:
Please make changes as marked. If changes are not made or you disagree
with comments, please provide written response of why corrections were not
made. Please provide any responses on redlined sheets and/or in response
letter.
Response: Since there is a concern on timing, the TWG has moved forward with Option 2 as
provided by the City (i.e., Option 2: If there is any concern that timing for the first option won’t work
for some reason, another option would be when we go to Council for authority to sell the property
to the developer we could also ask Council to declare the 2-foot strip as right of way now; then
when we convey the land it will already have the ROW on it and would not need to be shown on the
plat as an additional dedication)
As such, we submitted the plat with the right-of-way as shown and the City can declare the 2-foot
strip as ROW.
Topic: Site Plan
Comment Number: 2 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL APPROVAL:
Please revise the legal description as marked. See redlines.
Response: The revised plans change the name on the plat to “Kecther Townhomes” to match the
utility plans.
Comment Number: 3 Comment Originated: 03/15/2021
03/15/2021: FOR FINAL APPROVAL:
The Driveway Exhibit doesn't have a sheet number and is not listed in the sheet
index.
4383 Tennyson Street, #1D • Denver, Colorado 80212 • Phone: 720.465.4320
www.mccooldevelopment.com
18
Response: Driveway Exhibit sheet number has been updated and added to sheet index.
Department: Outside Agencies
Contact: Nate Ensley, Fort Collins-Loveland Water District, nensley@fclwd.com
Topic: General
Comment Number: 1 Comment Originated: 03/17/2021
03/17/2021: Please see attached redlines/comments.
Response: The revised plans address the redlines.