HomeMy WebLinkAbout2908 S TIMBERLINE RD MULTI-FAMILY DWELLINGS - FDP210028 - SUBMITTAL DOCUMENTS - ROUND 3 - RESPONSE TO STAFF REVIEW COMMENTS
244 North College Ave, #130 I Fort Collins, CO 80524
www.norris-design.com
April 8, 2022
City of Fort Collins
Mr. Kai Kleer
281 N College Avenue
Fort Collins, CO 80524
Re: FDP - 2908 S. Timberline Rd Multi-Family Dwellings
Dear Kai,
Thank you for providing comments on the 2908 Timberline Rd Multi-Family Dwellings FDP which was received on
March 28, 2022. Our team’s comment responses are detailed on the following pages. Please feel free to reach out if
you have any questions by phone, 970-541-1841 or by email, sbwelch@norris-design.com.
Sincerely,
Norris Design
Savanah Benedick-Welch
Project Manager
244 North College Ave, #130 I Fort Collins, CO 80524
www.norris-design.com
Comment Summary:
Development Review Coordinator Contact: Todd Sullivan, 970 221 6695, tsullivan@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 01/25/2022
I will be your primary point of contact throughout the development review and
permitting processes. If you have any questions, need additional meetings with
the project reviewers, or need assistance throughout the process, please let me
know and I can assist you and your team. To best serve you, please include me
in all email correspondence with other reviewers and keep me informed of any
phone conversations. Thank you!
Comment Noted, thank you!
Comment Number: 2 Comment Originated: 01/25/2022
As part of your resubmittal, you will respond to the comments provided in this
letter. This letter is provided to you in Microsoft Word format. Please use this
document to insert responses to each comment for your submittal, using a
different font color. When replying to the comment letter please be detailed in
your responses, as all comments should be thoroughly addressed. Provide
reference to specific project plans or explanations of why comments have not
been addressed, when applicable, avoiding responses like noted or acknowledged.
Please follow the Electronic Submittal Requirements and File Naming
Standards found at https://www.fcgov.com/developmentreview/files/electronic
submittal requirements and file naming standards_v1_8 1 19.pdf?1566857888.
Files are to be named PLAN NAME_PROJECT NAME_REVIEW TYPE_ROUND NO.
Example: UTILITY PLANS_MY PROJECT_PDP_RD1.pdf
Resubmittals are accepted any day of the week, with Wednesday at noon being
the cut-off for routing the same week. When you are ready to resubmit your
plans, please notify me as much in advance as possible.
Comment Noted, thank you!
Comment Number: 4 Comment Originated: 01/25/2022
FOR FINAL APPROVAL:
All "FOR FINAL APPROVAL / FOR APPROVAL" comments need to be
addressed and resolved prior to moving forward with the final documents and
recording of this project. I will provide a recording checklist and process
information when we are closer to this step.
Department: Planning Services
Contact: Kai Kleer, 970-416-4284, kkleer@fcgov.com
244 North College Ave, #130 I Fort Collins, CO 80524
www.norris-design.com
Topic: General
Comment Number: 7 Comment Originated: 01/25/2022
03/18/2022 FOR APPROVAL:
Still under discussion.
01/25/2022 FOR APPROVAL:
Regarding walkway directness and continuity 3.2.2(C)(7), the south walkway
along the private street should connect directly into the Timberline sidewalk
system, this off-site pedestrian connection is critical to providing safety,
efficiency, and convenience for pedestrians and bicyclists within the area. With
the idea that the former CSU property will redevelop sometime in the future let's
chat about what might be the best interim or permanent solution for the
pedestrian connection.
Response: Per discussion with the City, the following note is being added to the plans: A 6-foot
wide crusher fine pedestrian walkway shall be constructed to connect the sidewalk system of Timberline Multi-family to the existing sidewalk system of S Timberline Road in the approximate
alignment shown. This connection is meant to be temporary in nature and is expected to be
modified with the future of the development of 3028 S Timberline Road (parcel # 8729200915).
Construction, maintenance, and management of the walkway will be covered under a private
agreement which includes Timberline Church, Colorado State University, Tetrad Property
Group, or future representative(s) thereof.
Department: Engineering Development Review
Contact: Sophie Buckingham, , sbuckingham@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 01/25/2022
03/22/2022: FOR APPROVAL - UNRESOLVED:
City staff is still discussing this.
01/25/2022: FOR APPROVAL:
A continuous pedestrian route to Timberline Road will need to be provided. This
may involve installing a short stretch of sidewalk to connect two existing
sections of sidewalk. Please see my redlines on sheet C300, and coordinate
with Engineering, Planning, and Traffic.
Response: Per discussion with the City the note above under Planning comments will be added
to the plans regarding a temporary crusher fine pedestrian walkway.
Comment Number: 7 Comment Originated: 03/22/2022
03/22/2022: FOR APPROVAL:
For the sidewalk at the southwest end of the private drive, please construct the
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sidewalk all the way to the property line with CSU. See my redlines on Sheet C301.
Response: Sidewalk extended to the property line.
Comment Number: 8 .Comment Originated: 03/22/2022
03/22/2022: INFORMATION ONLY:
Will a temporary construction easement be needed for the saw cut and heavy
duty asphalt paving through the church parking lot?
Response: a temporary agreement between the developer and the church owner will be
established to facilitate construction.
Department: Traffic Operation
Contact: Spencer Smith, 970-221-6820, smsmith@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 01/24/2022
03/18/2022: FOR FINAL APPROVAL
I think that there still needs to be at least a ramp to provide a crossing location
to the church site, somewhere toward the southwest part of this site. For
someone to have to go all the way along the private drive from the south part of
the site to the north to get to a suitable crossing is not reasonable. A good
location may be somewhere that aligns with an existing church drive aisle.
01/24/2022: There are a few locations along the main drive aisle into the site
that may need some pedestrian ramp/crosswalk striping revisions. At the far
southwest end of the drive, there is no ramp to take pedestrians north into the
church parking lot sidewalk. Along the curve of the drive aisle, near the double
existing crosswalks, you show one crosswalk to remain, but it doesn't lead to a
ramp on the south side. Also, near the north end of the drive aisle, you have a
proposed ramp that angles into the drive aisle intersection, rather than point
north to the existing ramp. The existing ramp is not a directional one, which is
the City's standard for public pedestrian ramps, but I'd prefer the proposed one
to be, at least.
Response: It is our recommendation to not provide additional accessible ramps along east side
of the private drive to connect to existing sidewalks on the west side of the private drive.
Existing sidewalks west of the private drive are not currently accessible and do not have complaint ramps. Constructing complaint ramps on one side of the road would create an unsafe
situation by establishing a false sense of protection and a partial complaint route may lead to
stranded pedestrians in the roadway. Upgrading the existing walks on the adjacent property to
be fully complaint in their entirety is not feasible within the scope of this project.
Comment Number: 3 Comment Originated: 03/18/2022
03/18/2022: INFORMATION ONLY
It would be helpful for readability of the plans to provide a bit of overlap between
sheets where you have matchlines.
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Response: Understood
Department: Stormwater Engineering – Erosion and Sediment Control
Contact: Basil Hamdan, 970-222-1801, bhamdan@fcgov.com
Topic: Erosion Control
Comment Number: 1 Comment Originated: 03/18/2022
03/18/2022:
01/24/2022:
INFORMATION ONLY:
Based upon the area of disturbance or this project is part of a larger common
development, State permits for stormwater will be required since the site is over
an acre and should be pulled before Construction Activities begin.
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.
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 7 buildings, 12 acres of disturbance, 2 years from demo through build
out of construction and an additional 3 years ‘til full vegetative stabilization due
to seeding which results in an Erosion Control Inspection Fee estimate of $2431.96.
Based on 2 number of bioretention, 1 bioswale, 1 number detention basin, and
2 number of underground treatment systems, the estimate of the Stormwater
LID/WQ Inspection fee to be $2025.
Please note that as the plans and any subsequent review modifications of the
above-mentioned values change the fees may need to be modified. I have
provided a copy of the spreadsheet used to arrive at these estimates for you to review.
Response: Comment Noted, thank you.
Comment Number: 2 Comment Originated: 03/18/2022
03/18/2022: FOR FINAL APPROVAL [UPDATED]:
Please note that the plans do not provide any protection along the existing
Foothills channel as required and previously requested. The plans will not be
approved unless this issue is addressed.
Please respond to the redlined comments in the redlined plans as no redlined
erosion control plans and responses were returned.
244 North College Ave, #130 I Fort Collins, CO 80524
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Please indicate how the soil stockpiles will be protected during construction,
and do not place any soil stockpiles within detention ponds.
Please add sediment forebays at all entry points to rain gardens and bioswale.
Please provide erosion protection where there is work in the channel and in the
existing parking lot
Please address all redlined comments provided on the plans.
Please update the erosion control security estimate based on the updated
plans after addressing the provided comments. Please note that the $9,000/
acre used in calculating the escrow amount is unreasonably high.
Response: Additional protection provided to border of channel. There is no work being
performed within the channel. However, seeding and landscaping has been provided to the
property line in areas that currently lack vegetation. A permanent irrigation system will be
provided for all landscaping.
Refer to details on C392 for additional information on the stockpile management areas.
Additional forebays have been added to the sidewalk chase outfalls. Additional annotation
provided to identify the rain garden fore bays.
Existing parking lot slopes towards the site and perimeter protection is not required. Sediment
control logs provided.
Plan redlines addressed.
Security estimate updated.
01/24/2022: FOR FINAL APPROVAL:
Please ensure that the Erosion Control Plans provided include a individual
sequence sheets in accordance with (FCDCM Ch 2 Section 6.1.3.2)
Please ensure that the Erosion Control Plans, Escrows, and Reports include
phasing requirements (FCDCM Ch 2 Section 6.1.3, 6.1.4, & 6.1.5)
It seems that there will be a demolition phase for this project as well as a
construction phase, please provide erosion control plans for the demolition
phase as well as the construction phase.
This project is adjacent to an existing development as well as wetlands. Extra
care should be taken to limit construction access to the church area from the
construction site and to protect the downstream channel at all times during
construction.
Please add notes to that effect on the plans and provide appropriate measures
to protect these.
244 North College Ave, #130 I Fort Collins, CO 80524
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Please address all comments provided on the redlined Erosion and Sediment
Control Plans.
Response: Redlines addressed.
Department: Stormwater Engineering
Contact: Wes Lamarque, 970-416-2418, wlamarque@fcgov.com
Comment Number: 6 Comment Originated: 01/26/2022
03/22/2022: REPEAT COMMENT:
01/26/2022: FOR FINAL APPROVAL:
On sheet C311, the grading looks to be incorrect within the detention basin.
Looks like there is a sump within the 4928 contour. Please revise. There are
also grading issues throughout the plan set with contours not matching grading.
Response: Grading corrected
Comment Number: 13 Comment Originated: 01/26/2022
03/22/2022: AMENDED COMMENT:
There is also a weir located in the 24-inch Nyoplast structure that needs to be
documented with the top of elevation. Also, both Diversion Structures for Filter
B are labeled as south on Sheet 813. Please revise.
01/26/2022: FOR FINAL APPROVAL:
Please label the elevations for the diversion manholes on the storm sewer
profiles for the Stormtech systems.
Response: Plans revised
Comment Number: 16 Comment Originated: 01/26/2022
03/22/2022: AMENDED COMMENT:
I could not find the locations on the Grading Plan. Please show and label these
to the detailed grading plans where needed.
01/26/2022: FOR FINAL APPROVAL:
Detention pond depth gages are required for ponds greater than 4 feet deep.
Please add the City's standard detail to the plans and show and label location
on the grading plan.
Response: Depth gauge added to sheet C307
Comment Number: 17 Comment Originated: 01/26/2022
03/22/2022: AMENDED COMMENT:
Please add the other items not included.
01/26/2022: FOR FINAL APPROVAL:
Please add a detention pond summary table to the Drainage Plan. This should
include the volume required and volume provided as well as the release rate,
the 100-WSEL, WQ Elevation and pond invert.
Response: Requested information provided.
244 North College Ave, #130 I Fort Collins, CO 80524
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Comment Number: 20 Comment Originated: 03/22/2022
03/22/2022: FOR FINAL APPROVAL:
For the Bio-swale detail, the City has found that not wrapping the slotted pipe
and placing fabric on top of the CDOT Class C filter material has been more
successful for the long term. Please revise.
Response: Detail revised
Comment Number: 21 Comment Originated: 03/22/2022
03/22/2022: FOR FINAL APPROVAL:
There are a few locations where riprap is still proposed instead of scour stop. Is
there a technical reason for this? If riprap must stay for these couple locations,
the City requires the riprap to be buried with 6-inches of topsoil and seeded
with a temporary erosion control blanket.
Response: Rip-rap detail updated to include 6-inches of topsoil and temporary seeded erosion control
blanket.
Comment Number: 22 Comment Originated: 03/22/2022
03/22/2022: FOR FINAL APPROVAL:
Typically, the Stormtech chamber rows each have a manifold for maintenance
access. System B has a few chamber rows without a manifold for maintenance
access. Please revise.
Response: Stormtech Design updated
Comment Number: 23 Comment Originated: 03/23/2022
03/23/2022: FOR FINAL APPROVAL:
The run downs where the slopes are around 4:1 should be graded with a v-notch
(low point) to ensure smaller flows will stay within the scour protection.
Response: Additional detail for v-notch run downs added
Department: Water-Wastewater Engineering
Contact: Wes Lamarque, 970-416-2418, wlamarque@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 01/25/2022
01/25/2022: FOR PLAN APPROVAL:
In some utility crossings, the water hydrant, fire and domestic services are
below the public sewer main. The City would prefer these be above the sewer
main. It appears this can be accomplished with 1 foot of separation and with 4
feet of cover. Please revise where these conditions can be met.
Response: Waterline has been adjusted
Comment Number: 2 Comment Originated: 01/25/2022
244 North College Ave, #130 I Fort Collins, CO 80524
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03/23/2022: UPDATED COMMENT:
Please add note to sanitary sewer plans.
01/25/2022: FOR PLAN APPROVAL:
Please change the note on the plans to read "insulate any sanitary sewer less
than 48-inches" rather than 36-inches.
Response: Profile updated and note added to sheets
Comment Number: 3 Comment Originated: 01/25/2022
03/23/2022: UPDATED COMMENT:
Calculations need to be AWWA for meter sizing. Also, early observations show
that the 36-plex will need a 2-inch water service.
01/25/2022: FOR PLAN APPROVAL:
Please provide water sizing calculations for the multi-family buildings to justify
the 1 1/2 inch domestic service.
Response: 36-PLEX service line increased to 2"
Comment Number: 4 Comment Originated: 01/25/2022
03/23/2022: FOR YOUR INFORMATION:
The City Inspector will require all joints to be restrained as this is City Utilities
preferred option.
01/25/2022: FOR PLAN APPROVAL:
Please add a note on the water plans that all joints are to be restrained. This is
currently preferred over any thrust blocks.
Response: Notes added to plans
Comment Number: 7 Comment Originated: 01/28/2022
03/23/2022: AMENDED COMMENT:
Some plantings are on top of the meter.
01/28/2022: FOR FINAL APPROVAL:
The southwestern most water meter needs to have 4 feet clear from any fully
mature shrubs and have a clear path to a hard surface.
Response: Noted. Plants have been removed to accommodate the needed clearances.
Comment Number: 9 Comment Originated: 03/23/2022
03/23/2022: FOR FINAL APPROVAL:
Separate irrigation service is required due to recent changes to Fort Collins
Utilities Water Supply Requirements (WSR) and Plant Investment Fees (PIF).
Please ensure the project submittal includes:
- Preliminary Irrigation Plan (PIP) – plan requirements can be found at:
www.fcgov.com/WCS.
Please contact Irrigation Development Review (irrigation@fcgov.com) with
questions regarding the required PIP.
- Water budget (annual usage) and peak flow (gallons per minute) for each
244 North College Ave, #130 I Fort Collins, CO 80524
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irrigation service. Note: this information should be included on the PIP.
- Landscape Plan including hydrozone table updated with 2022 values – 3, 8,
14, and 18 gallons/square foot/year for very low, low, medium, and high zones,
respectively.
- Water Need Form – form is available at: www.fcgov.com/WFF
Please contact Utility Fee and Rate Specialists (UtilityFees@fcgov.com or
970-416-4252) with questions regarding the Water Need Form.
- Irrigation service(s), including curb stop and meter location, shown on the
Utility and Site Plans. Irrigation service location(s) must match information on
the PIP.
On Oct. 5, 2021, Council adopted changes to Fort Collins Utilities Water Supply
Requirements and Plant Investment Fees. In general developments that use
more water may pay more and developments that use less water may pay less.
These changes were implemented 1/1/2022; more information can be found at:
www.fcgov.com/wsr-update
Response: A PIP is being provided with this submittal; a separate meter is being provided for
landscape. A hydrozone plan and water budget table are included in the landscape set (sheet
LP003) and the values in the water budget table have been updated to meet 2022 requirements.
Comment Number: 10 Comment Originated: 03/25/2022
03/25/2022: FOR FINAL APPROVAL:
In situations where the sanitary sewer main is below a storm sewer 24-inches or
larger, the sanitary line is required to be in a casing pipe. Please revise.
Response: Steel casing provided at crossing locations
Comment Number: 11 Comment Originated: 03/25/2022
03/25/2022: FOR FINAL APPROVAL:
In situations where any public water main or hydrant lateral is under a sanitary
sewer or other no-potable pipe, Water Utilities Criteria requires all joints of the
non-potable utility within 10 feet of the water line be wrapped with butyl adhesive
tape or the piping of the non-potable system within 10 feet of the water line be
C900/C905 PVC. This would be the recommended option for the private water
and fire services under the sanitary sewer as well instead of concrete encasement.
Response: Note added to plan sheets
Comment Number: 12 Comment Originated: 03/25/2022
03/25/2022: FOR FINAL APPROVAL:
The City does not want the watermain lowered in order to reduce water service
lowering's. Each service will need to be lowered as required. Please revise.
Response: Watermain lowerings removed.
Comment Number: 13 Comment Originated: 03/25/2022
244 North College Ave, #130 I Fort Collins, CO 80524
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03/25/2022: FOR FINAL APPROVAL:
The City requires any water main lowering under a pipe size of 18-inches or
larger for the water main be installed in a casing pipe. Please revise lowering
on Sheet C703 and the lowering on Sheet C701 at St. 6+50.
Response: Waterline adjusted
Comment Number: 14 Comment Originated: 03/25/2022
03/25/2022: FOR FINAL APPROVAL:
It appears the watermain lowering on Sheet C701 at St. 7+50 can be avoided
with a smaller clearance. Please remove this lowering and adjust water main
elevation to provide 12 inches of vertical clearance to the storm sewer. Also,
the watermain is required to be installed within a casing pipe under the storm.
Response: Waterline adjusted
Department: Light And Power
Contact: Luke Unruh, 970-416-2724, lunruh@fcgov.com
Topic: General
Comment Number: 5 Comment Originated: 01/25/2022
01/25/2022: FOR BUILDING PERMIT
Please provide a C-1 form and one-line diagram for each building. A link to the
C-1 form is below:
http://www.fcgov.com/utilities/business/builders-and-developers/development-
forms-guidelines-regulations
Response: Noted for Building Permit, thank you.
Comment Number: 7 Comment Originated: 03/22/2022
03/22/2022: L&P IS READY FOR RECORDING
Department: Environmental Planning
Contact: Kelly Smith, , ksmith@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 01/25/2022
01/25/2022: FOR APPROVAL
SAME COMMENT 3.23.2022
Please ensure all plant species within the NHBZ are native to Fort Collins. Mugo Pine is not native to
Colorado.
Response: This has been revised.
Comment Number: 2 Comment Originated: 01/25/2022
01/25/2022: FOR APPROVAL
244 North College Ave, #130 I Fort Collins, CO 80524
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SAME COMMENT 3.23.2022
Language regarding the protection and enhancement of the Natural Habitat Buffer Zone will be
included in the Development Agreement for this project. A security will need to be provided prior to the
issuance of a Development Construction Permit that accounts for the installation and establishment of
the Natural Habitat Buffer Zone. Prior to the FDP approval please provide an estimate of the
landscaping costs for the Natural Habitat Buffer Zone, including materials, labor, monitoring for a
minimum of three years, weed mitigation and irrigation. We will then use the approved estimate to
collect a security (bond or escrow) at 125% of the total amount prior to the issuance of a Development
Construction Permit.
Response: It is understood that this language will be a part of the DA. An estimate of landscape
costs for the NHBZ is being provided with this submittal.
Department: Forestry
Contact: Molly Roche, 224-616-1992, mroche@fcgov.com
Topic: General
Comment Number: 18 Comment Originated: 01/25/2022
3/21/2022: FOR FINAL APPROVAL – UPDATED
Continued:
There are a few remaining tree-utility conflicts that are noted on the Round 2
landscape plan redlines.
Response: This conflict has been addressed.
1/25/2022: FOR FINAL APPROVAL
Please review Forestry redlines for remaining tree-utility conflicts and other
questions regarding unlabeled attributes on the plans.
Response: This has been addressed.
Department: Technical Services
Contact: Jeff County, 970-221-6588, jcounty@fcgov.com
Comment Number: 11 Comment Originated: 01/26/2022
03/22/2022: FOR FINAL APPROVAL-UNRESOLVED:
Please provide the following information for the Benchmark Statement in the
EXACT format shown below.
PROJECT DATUM: NAVD88
BENCHMARK # w/ DESCRIPTION
ELEVATION:
BENCHMARK # w/ DESCRIPTION
ELEVATION:
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PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL
DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR
THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS
DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF
FORT COLLINS DATUM) = NAVD88 DATUM - X.XX’.
01/26/2022: FOR FINAL APPROVAL:
Please provide the following information for the Benchmark Statement in the
EXACT format shown below.
PROJECT DATUM: NAVD88
BENCHMARK # w/ DESCRIPTION
ELEVATION:
BENCHMARK # w/ DESCRIPTION
ELEVATION:
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL
DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR
THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS
DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF
FORT COLLINS DATUM) = NAVD88 DATUM - X.XX’.
Response: Comment addressed
Comment Number: 12, 14 and 15 Comment Originated: 01/26/2022
03/22/2022: FOR FINAL APPROVAL:
There are line over text issues. See redlines.
Response: Redlines addressed
Comment Number: 17 Comment Originated: 01/26/2022
03/22/2022: FOR FINAL APPROVAL:
There is text that needs to be masked. Mask all text in hatched areas. See redlines.
Response: Redlines addressed
Topic: Plat
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Comment Number: 1 Comment Originated: 01/25/2022
03/22/2022: FOR FINAL APPROVAL-UPDATED:
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. If you have any specific questions about the redlines, please contact John
Von Nieda at 970-221-6565 or jvonnieda@fcgov.com
Response: Redlines addressed
Department: Water Conservation
Contact: Eric Olson, 970-221-6704, eolson@fcgov.com
Topic: General
Comment Number: 1 Comment Originated: 03/22/2022
03/22/2022: Irrigation plans are required no later than at the time of building
permit. The irrigation plans must comply with the provisions outlined in Section
3.2.1(J) of the Land Use Code. Direct questions concerning irrigation
requirements to Eric Olson, at 221-6704 or eolson@fcgov.com
Response: A Preliminary Irrigation Plan is provided with this resubmittal per information
provided above.