HomeMy WebLinkAboutMULBERRY CONNECTION - FDP200030 - - RESPONSE TO STAFF REVIEW COMMENTS (2)
kimley-horn.com 4582 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300
January 25, 2021
Todd Sullivan, Development Review Coordinator
City of Fort Collins
Community Development and Neighborhood Services
281 North College Avenue
PO Box 580
Fort Collins, CO 80522
RE: Mulberry Connection, FDP200030, Round Number 1
Dear Mr. Sullivan:
Thank you for the comments on January 8, 2021 for the above-mentioned project. In an effort to
address your comments concisely and simplify your review of the utility plans, we have summarized
your comments and our responses below.
COMMENT RESPONSE LETTER
PLANNING SERVICES
Kai Kleer (970)416-4284 kkleer@fcgov.com
1. Pursuant to 3.9.8, the same standards apply to the area proposed for chain-link fence.
Additionally, chain-link is prohibited within the I-25 subarea standards and must be revised
around at the rear of the site.
Typically, we see steel panel fencing used in industrial areas (I'll provide pictures for reference).
The fence design along the rear side of the site needs to be finalized and demonstrated on the
details page of the plan. Please include:
•A ‘typical’ detail that shows articulation points of the fence.
•Material specifications
•Colors
Note that the 5 feet of articulation is not required and can be substituted for any of the following:
•Columns (brick, split face CMU, stone, etc…)
•landscaping pockets (I think this is the approach you are currently taking, however, to meet the
landscape standards the palette needs to be varied and of greater quantity.)
•transparent sections
•a change to different materials
Response: Acknowledged, chain-link fence has been removed from plans. An elevation has
been provided for the proposed privacy fence on sheet L4.0. The proposed fence is now
staggard every 40’ to meet the criteria and additional shrubs and trees have been provided
along the west property line to further enhance the aesthetics along the privacy fence.
2. Please work with utilities staff to further enhance the landscaping within the detention pond area
on the west side of the site. The landscape design standards and guidelines can be found by
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visiting,
https://www.fcgov.com/developmentreview/pdf/stormwater_standards_and_guidelines.pdf.
Response: Please refer to the Landscape Compliance Letter for a thorough explanation of
the plantings in and around the detention pond and rain gardens and how they meet the
intent of the City criteria. Refer to sheets L1.0-L4.0 for details.
3. Please add the following note to the title page of the site plan.
Approved Modification of Standards
By a vote of 7:0, a modification of standard to 3.9.3(C) was approved by the Planning and Zoning
Board on May 21, 2020. The modification allows for the eastern-most building to occupy 445 feet
(78%) of the 568 feet of lot frontage along the I-25 right-of-way.
Response: Note added. Refer to ‘Site Plan Note’ 18 on sheet C1.0.
ENGINEERING DEVELOPMENT REVIEW
Morgan Stroud (970)416-4344 mstroud@fcgov.com
1. All easements dedicated and vacated by separate document (temporary access through site,
roadway easement along northern property line, Redman Drive easement) that are identified on
the plat need to have reception numbers prior to recording the plat at the County.
Response: Please see below per our understanding following our call with Claire
Havelda and Morgan Stroud on 1/13:
Items on the subject property with blanks for recording information to be recorded by the
City, with such recording information written in on the plat by the City prior to its recording
the plat.
Items off the subject property (Redman Drive Easement and 30’ boxelder S.S.E. in
Redman) do not need recording information on the plat, provided the 26’ temporary
access easement along the northern property boundary is no longer labeled as
“temporary” (which we have done). Thus, these and other closing documents can be
handled at closing by the title company acting as escrow agent.
Said 26’ access easement can be created by plat. Its vacation can be specified in the plat
by a clearly written if/then statement, which we have done at plat note 17.
As for the particular recording order, please see attached Schedule 1 hereto. As noted
above, recording will happen in two (2) phases: (i) first by the City simultaneous with plat
recoding and (ii) second by the Title Company at closing of the purchase of Lots 1 and 2.
The land closing will follow plat recordation by around 30-45 days. Please see Schedule
1 hereto for further details regarding recording sequence.
2. Does the executed agreement for Redman Drive cover what a temporary construction easement
would? There is some proposed construction on Redman Drive. If this isn't covered in the
agreement, there will need to be a temporary construction easement dedicated prior to
construction beginning.
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Response: The Redman Drive Access Agreement (section 3) includes language covering the
temporary construction easement.
3. The City will need to have the easement for Redman Drive recorded prior to the plat being
recorded if the applicant team needs to be the party recording. However, the City Attorney's have
indicated that with a letter of instruction for recording the City could record the documents
"simultaneously" to help achieve the timing that is needed by the applicant team.
Response: Please refer to response to Comment Number 1, including Schedule 1
(recordation order) hereto. As a practical matter, it is important to note recordation of the
Redman Drive easement could not occur prior to plat recordation for at least the following
reasons: (i) Applicant will not own Lots 1 and 2 for some period of time (estimated 30 to 45
days) after plat recordation, and the Redman Drive easement being held in escrow by the
Title Company (pursuant to agreement with specific escrow instructions) requires Applicant to
be the owner of Lots 1 and 2 prior to entering into such easement; and (ii) when Applicant
enters into such easement, it will trigger Applicant obligations, including to build a new road
on the neighbors’ properties, which Applicant would obviously not agree to do unless it owns
Lots 1 and 2. Fortunately, the recording order vetted per Comment Number 1 addresses
these practical concerns --- the Redman Drive Easement (and Boxelder easement therein)
being recorded after plat recordation.
5. In previous discussions the City stated that we would like the additional right of way for the
frontage road to be dedicated to CDOT. I do not however see them as a signatory on the plat or a
separate document dedicating the right of way to CDOT.
Response: Per conversations with the City, the proposed CDOT ROW dedication will be
dedicated via separate instrument and referenced on the plat (CDOT will not sign the plat and
thus we understand such dedication cannot be made on the plat). As for related recordation
order, please see Schedule 1 hereto. This has also been reflected on the revised plat
attached hereto.
6. Please see my redlines for additional comments and clarifications.
Response: Acknowledged, please see revised plat attached hereto, along with an annotated
copy thereof to explain/highlight certain changes made.
7. Development Construction Permit Updated:
With CDOT having a separate plan set for the frontage road for construction and their inspectors
working on the improvements, it does not appear that there will be a need for a DCP permit for
this project since water and sewer are not serviced by the City of Fort Collins and the storm water
facilities that are shown currently are private. There may be escrows required for erosion control
prior to groundbreaking.
Development Construction Permit:
A Development Construction Permit ("DCP") will be needed for this project to start construction.
For more information and documents regarding the DCP, please follow this link:
https://www.fcgov.com/engineering/devrev.php
Response: Acknowledged, it is our understanding that a DCP permit will not be required for
the proposed offsite improvements.
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8. Development Agreement:
This project will require a Development Agreement, please fill out the information sheet provided
with the redlines and return it to me. Once all contributing departments comments have been
addressed they supply me with the language they need and I put the draft together. Once the
draft is completed I send it to the City Attorney's Office for review, and then I will send it to the
applicant team to review.
Response: Development Agreement form has been completed and submitted as a part of this
FDP resubmittal.
9. Please submit an approved CDOT Access permit(s) for the project, we just want to ensure that
everything is approved with CDOT before signing off on plans.
Response: CDOT Access Permits have been issued (Permit number 420046 & 420047) and
included as part of this FDP resubmittal.
TRAFFIC OPERATION
Steve Gilchrist (970)224-6175 sgilchrist@fcgov.com
1. We would like to work with you in regards to the proposed striping plans for the frontage road that
you submitted. The current configuration creates a significant offset in the lane alignment across
Redman Drive and leaves a large unused portion of roadway on the north end that may create
confusion. I have provided some redlines of some possible changes to fix this. Please contact
me if you have any questions.
Response: Acknowledged, we are still awaiting CDOT comments. We will send your
requested changes to CDOT for feedback and incorporate the striping as required.
ENVIRONMENTAL PLANNING
Kelly Smith, ksmith@fcgov.com
1. Please reference notes 12 through 16 instead of 11 and 16 under the Natural Habitat Buffer Zone
label on the Plat
Response: Acknowledged, plat note has been revised.
2. Language related to Natural Resource protection will be included in the Development Agreement
however because no impacts are anticipated, no escrows will be required. The notes will reflect
those on the plat related to the Natural Habitat Buffer Zone.
Response: Acknowledged, we look forward to receiving the development agreement for
review.
FORESTRY
Molly Roche (224)616-1992 mroche@fcgov.com
1. Please include the following information on the landscape plan. All existing tree information must
be shown on the landscape plan – in addition to what is shown on the utility plan. This is a non
negotiable item that must be complete for Forestry to sign off on this project: Please show a detail
of the surveyed tree location, label as off site and to be removed and place a X over the symbol
on the landscape plans.
Response: Acknowledged, tree removal has been shown on Landscape Plan (Sheet L1.0).
2. Please review final tree utility separations and adjust as needed. Refer to Forestry redlines to
review tree utility conflicts.
Response: Tree-utility separations have been revised.
3. Please include the street tree permit note on all landscape sheets – including L3.0 and L4.0.
Response: Street tree permit note has been included on all landscape sheets.
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4. Forestry related DA language will be provided to the project engineer.
Response: Acknowledged, we look forward to receiving the development agreement for
review.
5. Please include the City of Fort Collins Tree Protection Notes to sheet 13 of the Utility Plans.
Response: Tree protection notes have been added to sheet 13.
STORMWATER ENGINEERING – EROSION AND SEDIMENT CONTROL
Basil Hamdan (970)222-1801 bhamdan@fcgov.com
1. Please address all Erosion and Sediment Control comments provided on the redlined Utility Plans
for the site.
Response: Acknowledged. Refer to ‘greenline’ responses.
STORMWATER ENGINEERING
Matt Simpson (970)416 2754 masimpson@fcgov.com
2. The design of the infiltration system will need to be revised. We would strongly prefer a drywell is
used. Regardless the drywell or infiltration trench must extend into an alluvial or well draining
subsurface layer (SW or SP geotechnical layers – see redlines). Also, there needs to be a
maintainable filter at the top of the infiltration facility to prevent sediments from clogging the
drywell. Last, the underdrain outlet needs to be protected from pond sediments. Please see my
redlines and set up a meeting with me to discuss the design of this system further.
Response: Acknowledged, drywell to be utilized as discussed with Matt Simpson on
1/8/2021. Filter fabric to be used to filter sediment. Underdrains to be connected drywell.
3. I have many comments and concerns about the proposed drainage design. Please review the
redlines and contact me for a meeting to discuss. These comments include:
A. Rain garden design
B. Drywell outlet design.
C. Parking lot detention
D. Sump in storm drain system B profile
E. Pipe hydraulic design
F. Pond grading, pond outlet structure, and spillway elevation.
Response: Acknowledged, redlines have been addressed. Refer to greenline responses.
4. Please add more detail to the plans about the StormTech water quality system design. Please
see the redlines for more information.
Response: Additional Stormtech details added to the plans
5. General grading comments:
A. There are multiple discrepancies in the 100 yr detention WSEL, spillway crest elev, and
spillway WSEL in the plan set. Please review and revise for consistency.
Response: 100-year WSEL has been revised for continuity. Refer to revised Drainage
Report and Plans.
B. Why is spillway crest set 1.5 ft above 100 yr detention WSEL? This seems to be creating
hydraulics and grading problems across the site.
Response: Spillway crest elevation has been revised. Refer to revised Drainage Report and
Plans.
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C. Parking lot detention may be 18 inches max (with a variance). This is measured from the
lowest elevation of parking lot to the overflow elevation. The plans show about 2.2 feet. The
grading needs to be revised to reduce the max ponding to 18 inches
Response: Grading and stormwater design has been revised to keep ponding to at or less
than 12” deep.
D. The overtopping elevation in the middle drive aisle (parking lot detention area) is lower than
the detention spillway. Revise your plans so the overflow from the middle drive aisle is the same
elevation or higher than the spillway crest.
Response: Plans have been revised so primary spillway has an elevation less then or equal
to the truck court crest elevation.
6. Drainage report comments:
A. There are problems with the pipe hydraulic design for Storm System B. Please review and
update design and analysis
Response: As discussed, storm system B is sized to convey the 2-year event. Intentional
ponding in the truck court (with a depth less than 12”) will occur during the 100-year event.
B. The 100 yr HGL for the main storm pipe shows that some rims may need to be bolted to
prevent flows from leaving the site. Please review and revise.
Response: Grading and drainage revised to eliminate the need for bolted manholes. Where
the 100-yr HGL exceeds the rim elevation, berming contains the stormwater and prevent
flows from leaving the site.
C. The drainage subbasins and rational analysis along the Frontage Road need to provide a
better comparison of pre project and post project flow rates at DP OS1. The existing and
proposed subbasins do not match on the Frontage Road side. The report should document how
much the flow rate increases here. I would also like a discussion or analysis or downstream
drainage system and its adequacy to accept the additional flows.
Response: Drainage Report updated to discuss off-site flows, including the increase in
impervious area, and a confirmation of the downstream swale capacity. Refer to Sub-basin
descriptions in report for details.
D. The storm tech sizing calc has a mistake. Please see my redlines.
Response: Acknowledged. Calculation corrected and stormtech system resized.
7. Include the Fort Collins rain garden detail in the plan set and use Fort Collins rain garden seed
mix.
Response: Fort Collins rain garden detail has been utilized. Refer to Sheet 32.
8. Show and label the parking lot detention area on the Planning Site Plan.
Response: Parking lot detention has been labeled. Refer to Sheet 15.
9. The parking lot detention area requires a drainage easement.
Response: Parking lot detention easements have been shown and annotated. Refer to
Sheets 15.
10. Use the Fort Collins detention pond outlet structure detail or explain if there is a reason you
cannot.
Response: Fort Collins detention pond outlet structure detail has been utilized. Refer to
Sheet 31.
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11. The parking lot detention appears to be ponding against the building foundations. Please provide
a confirmation from your foundation engineer that this is acceptable.
Response: Parking lot detention has been revised to not abut the buildings
12. The parking lot detention area may not contain trash dumpster areas within the ponding area.
Please relocate the trash enclosures or adjust the grading to move these locations from the
detention ponding area.
Response: Design has been revised to remove dumpster enclosures from parking lot
detention area
13. There will be items in the Development Agreement for the maintenance of the stormwater system
and facilities. A draft of the DA is usually available at the end of the FDP round 2 review.
Response: Acknowledged.
14. See redlines in Drainage Report, Utility Plans, Frontage Road Plans, and Landscape plans.
Response: Acknowledged, refer to greenline responses.
15. Due to discrepancies and other issue identified in this submittal new comments may occur in
future rounds.
Response: Acknowledged.
WATER WASTEWATER ENGINEERING
Matt Simpson (970)416 2754 masimpson@fcgov.com
1. This project site is located within the East Larimer County (ELCO) Water District and the Boxelder
Sanitation District for water and sewer service. Please contact them at (970) 493 2044 (ELCO)
and (970) 498 0604 (Boxelder) for development requirements.
Response: Acknowledged. No comments have been provided yet.
2. The City water conservation standards for landscape and irrigation will apply. Information on
these requirements can be found at: http://www.fcgov.com/standards
Response: Acknowledged. City water conservation standards incorporated into design.
LIGHT AND POWER
Cody Snowdon (970)416-2306 csnowdon@fcgov.com
1. An Easement by separate document will be required to be dedicated to the City on the property to
the north of the property. This Easement will need to be finalized and signed by all parties prior
to approval.
Response: Acknowledged, refer to the offsite electric easement prepared on the City form
provided to us.
2. Please show the future alignment of Light and Power’s electric primary to ensure space in the
future. This can be called out as future alignment only and not for construction.
Response: Acknowledged. Future alignment added as line type X-E. Refer to Sheet 22.
3. In not providing an easement along Redman Drive, please provide an easement along the
primary running through the site from the Frontage Road to Redman Drive and please include
both transformers.
Response: Easement to be dedicated by plat per recommendation of Light and Power. This
has been reflected on the revised plat attached hereto
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4. Thank you for providing the C 1 Form, please see redlines for additional information.
Response: Acknowledged, See the attached C-1 form with the requested information added.,
5. Please provide a One Line Diagram and show the main disconnect size and meter sequencing.
A copy of our meter sequencing can be found in our electric policies practices and procedures
below.
http://www.fcgov.com/utilities/business/builders and developers/development forms guidelines
regulations
Response: Acknowledged. The electrical one-line diagram has been provided for each
building. A main disconnect is not provided for the building, because there is less than 6
disconnects planned. A single house meter/disconnect is provided at the initial construction,
with an additional 5 planned for tenants. Refer to sheets E1.3 and E1.4 in the FDP.
6. Please coordinate electric meter locations with Light and Power and show on the utility plans.
These locations will need to comply with our electric metering standards. Electric meter locations
will need to be coordinated with Light and Power Engineering. Reference Section 8 of our
Electric Service Standards for electric metering standards. A link has been provided below.
https://www.fcgov.com/utilities/img/site_specific/uploads/ElectricServiceStandards_FINAL_18Nov
ember2016_Amendment.pdf
Response: Acknowledged. Labels added. Refer to Sheet 22.
7. Please ensure there is 3 feet of clear space provided around all sides of both transformers.
Response: Acknowledged, using the transformer detail provided by Cody Snowdon, the
proposed transformer has dimensions of 7’ x 6’. The transformer will be placed in the truck
court within an area that has a clear space of approximately 20’ x 60’. Given the widest
dimension of the transformer pad is 7’, the minimum clearance it needs will be 13’. Therefore,
enough space is provided for the transformer pad plus 3’ of clear width on all sides.
BUILDING SERVICES
Russell Hovland (970)416-2341 rhovland@fcgov.com
1. Building 2 will be limited to approx. 83,000 sq.ft. assuming a S 1 occupancy, 1 story fire sprinkled
building of II B construction without 60ft of yards around the entire building. This is less than the
93,000 proposed.
Response: The building location has been shifted north to allow for 40’ of clear space
between Redman Drive and Building 2. The south facing building wall will have a fire rating of
3 hours to compensate for not providing 60’ of clear space. In order the achieve a 3-hour fire
rating, the man-doors have been upgraded and the glazing has been removed. However, we
have updated our building elevations to include additional paint, form liner, and architectural
details to offset the loss of the glazing. The building will comply with Section 507.2.1, IBC
2018 for unlimited building area with reduced open space. We also modified and expanded
the landscaping along the southern side of Building 2 to provide more depth and contrast.
Refer to sheets L1.0 and L2.0 of the FDP submittal as well as additional renderings included
in the FDP. This solution is based on a meeting on 1/8/2021 with the City of Fort Collins staff
and the ownership team.
2. Construction shall comply with adopted codes as amended.
Current adopted codes are:
2018 International Building Code (IBC) with local amendments
2018 International Existing Building Code (IEBC) with local amendments
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2018 International Energy Conservation Code (IECC) with local amendments
2018 International Mechanical Code (IMC) with local amendments
2018 International Fuel Gas Code (IFGC) with local amendments
2018 International Swimming Pool and Spa Code (ISPSC) 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.
Accessibility: State Law CRS 9 5 & ICC/ANSI A117.1 2017.
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 IECC commercial chapter.
Response: Noted and codes will be listed in building permit drawings and the building will
comply with these codes.
INFORMATIONAL ITEMS:
· 10% of all parking spaces must be EV ready (conduit in place)
Response: As was discussed 01.08.2021, this apply to residential only but (3) conduits at
Building 1 and (2) conduits at Building 2 for future EV chargers to be provided anyway
· This building is located within 250ft of a 4 lane road or 1000 ft of an active railway, must provide
exterior composite sound transmission of 39 STC min.
Response: Noted and to be provided in building permit drawings.
· Commercial occupancies must provide 10ft setback from property line and 20 feet between
other buildings or provide fire rated walls and openings per chapter 6 and 7 of the IBC.
Response: Both buildings are located more than 40’ from property lines
· City of Fort Collins amendments to the 2018 IBC require a full NFPA 13 sprinkler system per
IBC chapter 9 or when building exceeds 5000 sq.ft. (or meet fire containment requirements).
Response: ESFR fire sprinkler system will be provided.
· Prescriptive energy compliance with increased insulation values is required for buildings using
electric heat.
Response: Noted and to be shown in building permit drawings. Both building will comply with
prescriptive energy method
· A City licensed commercial general contractor is required to construct any new commercial
structure.
Response: Acknowledged.
Building Permit Pre-Submittal Meeting:
Please schedule a pre submittal meeting with Building Services for this project.
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Pre-Submittal meetings assist the designer/builder by assuring, early on in the design, that the
new projects are on track to complying with all of the adopted City codes and Standards listed
below. The proposed project should be in the early to mid-design stage for this meeting to be
effective. Applicants of new projects should email rhovland@fcgov.com to schedule a pre
submittal meeting. Applicants should be prepared to present site plans, floor plans, and
elevations and be able to discuss code issues of occupancy, square footage, type of construction,
and energy compliance method being proposed.
Response: Acknowledged, the pre-submittal meeting was conducted on January 8th, 2021
per Russell Hovland.
TECHNICAL SERVICES
Jeff County (970)221-6588 jcounty@fcgov.com
1. There are line over text issues. See redlines.
Response: Acknowledged, and updated
2. There are text over text issues. See redlines.
Response: Acknowledged, and updated
3. Please revise the legal description as marked. See redlines.
Response: Acknowledged, and updated
4. 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: Acknowledged, and updated
5. The sheet index for the Roadway Plans do not match that set.
Response: Acknowledged, and sheet index on Roadway Plans revised
6. There are matchline issues. See redlines.
Response: Acknowledged, matchline has been revised
7. There are line over text issues. See redlines.
Response: Acknowledged, and updated
8. There are text over text issues. See redlines.
Response: Acknowledged, and updated
9. There is text that needs to be masked. Mask all text in hatched areas. See redlines.
Response: Acknowledged, and updated
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10. FRONTAGE ROAD PLANS: Please revise the legal description as marked. See redlines.
Response: Acknowledged, and updated. Note Frontage Road Plans are provided to the City
for review, but the permit will be issued by CDOT. Revised Frontage Road Plans not
included with FDP resubmittal as complete CDOT comments have not been received yet.
11. RONTAGE ROAD PLANS: 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: Acknowledged, and updated
12. FRONTAGE ROAD PLANS: There are line over text issues. See redlines.
Response: Refer to Comment 10 response above.
13. FRONTAGE ROAD PLANS: There are line over text issues. See redlines.
Response: Refer to Comment 10 response above.
14. Landscape Plans: There are line over text issues. See redlines.
Response: Acknowledged, and updated
15. Plat: 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: Acknowledged, please see revised plat attached hereto, along with an annotated
copy thereof to explain/highlight certain changes made.
16. Site Plan: Please revise the legal description as marked. See redlines.
Response: Acknowledged, and updated
17. 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.
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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: Acknowledged, and updated
18. Some of the sheet titles in the sheet index do not match the sheet titles on the noted sheets. See
redlines.
Response: Acknowledged, and updated
PFA
Jim Lynxwiler (970)416-2869 jlynxwiler@poudre-fire.org
No comment for FDP.
We appreciate your review and approval of these final plans. Please contact me at (303) 228-2318 or
dan.skeehan@kimley-horn.com should you have any questions.
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Dan Skeehan, P.E.
Senior Project Manager
Enclosure
-Schedule 1 (recording sequence)
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kimley-horn.com 4582 South Ulster Street, Suite 1500, Denver, CO 80237 303 228 2300
SCHEDULE 1: Mulberry Connection – Order of Recorded Closing
Documents
Document
Order &
Parties
Comments
CITY AS ESCROW AGENT
Blanket Access Drainage and
Utility Easement
First
[Seller]
This is between lots 1 and 2. City to fill in recording
information on plat (note 19 on plat). A draft of this
instrument is enclosed with this response.
Vacation of 20’ Road Access
Easement
Second
[Seller]
This is along the northern property line. City to fill in
recording information on plat. A draft of this
instrument is enclosed with this response.
Electrical Easement (off site) Third
[Seller,
City]
This is per Amendment #6 to the Purchase and Sale
Agreement (“PSA”). A draft of this instrument is
enclosed with this response.
Dedication to CDOT Fourth
[Seller,
CDOT]
CDOT is in the process of providing the form deed or
quitclaim. City to fill in recording information on plat.
Boxelder Sanitary Sewer
Easement (in Lot 1 and 2)
Fifth
[Seller]
These are the sanitary sewer stubs from the south
property lines of Lots 1 and 2. City to fill in recording
information on plat.
Plat Sixth
[City,
Applicant
Attorney,
Surveyor]
Approximately 30-45 days between plat recordation
and land closing.
TITLE AS ESCROW AGENT
Special Warranty Deed First
[Seller]
This is Exhibit A to the PSA.
Non-Compete Covenant Second
[Seller,
Buyer]
This is Exhibit C to the PSA. It is to be recorded
“immediately after recording the special warranty
deed” per the PSA.
Redman Drive Easement Third
[in escrow]
This is being held in escrow by the title company.
Boxelder Sanitary Sewer
Easement (in Redman)
Fourth
[Supervac,
Boxelder]
The form of this instrument has been agreed to in
writing with Supervac.