HomeMy WebLinkAboutNORTH COLLEGE MARKETPLACE - Filed GC-GENERAL CORRESPONDENCE - 2010-08-11AIRES LETTER OF TRANSMITTAL
ASSOCIATES
To: Marc Virata
City of Fort Collins Engineering
Department
281 N. College Ave
Fort Collins, CO 80522
x Enclosed Under Separate Cover Via
Date: April 28, 2010
Project No.: 32-1322.00
Re: North College Marketplace
No. of
Copies
Description
1
Plan Revision #6 on mylar for signature (Sheets C-003 & C-141)
Sent to you for the following reason:
For Approval
x For Your Use
For Review and Comment
Remarks:
Review Completed Revise and Resubmit
Not Reviewed Returned
I am submitting Plan Revision #6 for the North College Marketplace Project. Revision number 6 entails a
modification to the erosion control measures called out on the bank side slopes of the pond and
the water quality berm. A bonded fiber matrix will be used on the bank side slopes since all of
the plantings are in and the seed is starting to germinate. Excel R-1 All Natural will be placed
along the erosion control berm after the area has been re -seeded. A wider opening in the fabric
will be required than what was previously called out (NAGC350) to prevent tenting.
Copy to: Loveland Commercial, LLC
Signed:
Linsey R. Chalfai
Design Engineer
Ayres Associates
Engineers/Scientists/Surveyors
3665 JFK Parkway, Building 2, Suite 200, P.O. Box 270460, Fort Collins, CO 80527 32-1322.00
(970) 223-5556, FAX (970) 223-5578 Page 1 of 1
The detention pond at the southeast corner of the site must be located in a public easement.
Response: The developer stated that there may be some URA participation in this
development. Phase-1 indicated URA Fort Collins is to own and maintain.
Environmental Planner
An Ecological Characterization Study is required, as set forth in Section 3.4.1(E) of the Land
Use Code. A full study of the site, including a report, must be part of the Project Development
Plan submittal.
Response: A report prepared by Cedar Creek Associates, Inc. has been submitted with the
Phase-1 PDP.
Show existing trees and any necessary or proposed mitigation on the Landscape Plan.
Response: Existing trees and proposed mitigation is shown on the landscape plan for six trees
on the south edge of the existing north wetland. An additional site visit is to be coordinated by
BHA Design with Tim Buchanan to evaluate trees which may be impacted by the proposed
trial connection.
It was discussed on an earlier site visit by Tim and Bruce Hendee that many of the trees on site
are nuisance trees and can be removed.
It is critical for the developer and City staff to maintain continuing discussions in the pre -
submittal process.
Response: Acknowledged. Developer and design team have had continued discussions and
meetings prior to submittal.
Engineering
City staff recommends not including the building "envelopes" on the subdivision plat. Platting
the envelopes could create problems in the future relating to the potential need for replats. It
is recommended that the applicant plat parcels, tracts, or lots that are large enough to
accommodate possible building shifts or overhangs/encroachments.
Response: Acknowledged. Currently the proposed plat does not include building envelopes.
The minimum horizontal separation between the sidewalk and the proposed retaining wall for
the detention pond is 2'.
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal.
Andrea of AYRES Associated asked if the retaining wall for the detention pond can be in street
right-of-way (ROW) or easements? Marc replied by saying that it cannot be in the ROW but
could possibly be in the easement behind the ROW if given permission by all affected utilities.
Response: No retaining walls are proposed within street right-of-way or utility easement.
Transportation Planning
The developer asked if the sidewalk between East Willox Lane and the proposed retaining wall
at the detention pond can be attached to the back of curb for the street. Denise replied by
saying that a detached sidewalk, with parkway, is preferred.
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal.
Responses to Preliminary Design Review Comments
Page 2 of b
Current Planning's responses to questions provided by the Mulhern Group, Ltd.
Technically, yes, a "phased" development project will occur if all infrastructure (roadways,
utilities, storm drainage) and landscape improvements are not to be done all at once based
on an approved and filed Final Plan. If this is to be the case the Development Agreement will
address the infrastructure phasing and the Site & Landscape Plans must address the landscape
phasing.
Response: Acknowledged.
The type of development review processes, checklists, and submittal requirements will depend
on what the developer wants to have approved at the various levels of review. If the developer
wants Project Development Plan (PDP) level of approval only for the King Soopers store then
an Overall Development Plan (ODP - bubble diagrammatic) for the entire site must be
submitted along with the King Soopers PDP. As stated in Section 2.1.3(B)(2), an ODP shall be
required for any property which is intended to be developed over time in 2 or more PDP
submittals.
Response: An ODP and the Phase-2 PDP is planned to be submitted at a later date.
As part of the Statement of Planning Objectives, the developer/applicant must identify the
applicable City Plan Principles and Policies to be achieved by this development. The Principles
and Policies can be obtained on the City's website at: http://fcqov.com/advanceplanning/city-
plan.php
Response: Acknowledged. Since this submittal focuses in on the detention/wetland area the
Phase-1 Statement of Planning Objectives is limited. A more detailed statement will be
available with the ODP and subsequent Phase-2 PDP for the balance of the project site.
Current Planning — Natural Resources
The Ecological Characterization study previously prepared for this site will need to be updated.
Response: Updated plan provided by Cedar Creek Associates, Inc.
Wetland mitigation shall occur at a 1:1 replacement ratio. A wetlands mitigation plan is
required for this project.
Response: A wetland mitigation plan is provided meeting the required replacement ratio.
Engineering
The directing of water from the street system into the site via driveway should look towards
directing water such that it does not cross over a sidewalk, (sidewalk chase).
Response: - To be addressed in subsequent ODP and Phase-2 PDP submittal. Noted
Depending on the relationship between the sidewalk design along Willox and the design of
the detention pond, a handrail may needed to provide barrier protection.
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal.
Please see previous comments through previous conceptual reviews.
Response: Acknowledged.
Light & Power
Electric Capacity Fee and Building Site charges will apply to this development. Any relocation
or modification to existing electric facilities will be at the owners' expense.
Responses to Preliminary Design Review Comments Page 3 of 6
Response: Acknowledged.
There is existing single-phase and three-phase power along the South side of East Willox with
a couple of conduits stubbed into this property.
Response: Acknowledged.
Light & Power will need to install a concrete vault and some switchgear on this site to provide
service for this development. Additional easement may be needed.
Response: Acknowledged.
Please field locate and show all existing electric facilities on the plan set so we can determine
where, if any, utility conflicts will be.
Response: Existing electric utilities are provided on the utility plans.
Fire
Fire access roads (fire lanes) shall be provided for every facility, building or portion of a
building hereafter constructed or moved into or within the PFA's jurisdiction when any portion
of an exterior wall of the first story of the building is located more than 150 feet from fire
apparatus access as measured by an approved route (from a public street) around the exterior
of the building or facility. This fire lane shall:
• Be designed as a flat, hard, all-weather driving surface (asphalt or concrete) capable
of supporting fire apparatus weights. Compacted road base shall be used only for
temporary fire lanes or at construction sites.
• Have appropriate maintenance agreements that are legally binding and enforceable.
• Be designated on the plat as an Emergency Access Easement.
• Maintain the required minimum width of 20 feet throughout the length of the fire lane.
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal.
A fire lane plan shall be submitted for approval prior to installation. If a fire lane is not
provided, all buildings out of access (exceeding the 150-foot requirement) shall be equipped
with an approved automatic fire -sprinkler system. 97UFC 901.2.2.1; 901 .3; 901.4.2;
902.2.1
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal
Minimum turning radii for emergency -response apparatus on any fire apparatus roadway is
25 feet inside, 50 feet outside. UFC 902.2.2.3
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal.
Fire hydrants, where required, must be the type approved by the water district having
jurisdiction and the Fire Department. Hydrant spacing and water flow must meet minimum
requirements based on type of occupancy. Minimum flow and spacing requirements include:
• Commercial, 1,500 gpm at 20 psi residual pressure, spaced not farther than 300 feet
to the building, on 600-foot centers thereafter.
Response: Fire hydrants are provided at the spacing requirements listed.
Responses to Preliminary Design Review Comments Page 4 of 6
These requirements may be modified if buildings are equipped with automatic fire sprinkler
systems. 97UFC 901.2.2.2
Response:- To be addressed in subsequent ODP and Phase-2 PDP submittal.
Fire department connections shall be installed remote from the buildings, and located on the
street or fire lane side of buildings, fully visible and recognizable from the street or nearest
point of fire department vehicle access or as otherwise approved by the fire code official. If
possible, a fire hydrant shall be located within 100 feet of the FDC. PFA Bureau Policy
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal
Buildings that are required to be fire sprinklered shall have a minimum 6-inch fire line unless
hydraulic calculations can support a smaller fire line.
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal. -
Permits are required from PFA to install fueling systems. Two sets of plans shall be provided to
PFA for review; these cut sheets shall show the number, size, contents and construction of the
fuel tanks and their assemblies.
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal
Stormwater-Water-Wastewater
The first question for Stormwater was with an extra 5 acre-ft of storage will the City view the
onsite pond with regional value? Answer: No, if "regional" means that the City would own
and maintain the pond. If regional means that other properties can drain to it and they would
participate in maintenance then yes. It is not a regional pond that is identified in any City
Stormwater Masterplan.
Response: Noted
The second question is can the existing dealership and restaurant continue to drain to the
street without detention? Yes, the existing sites are grandfathered. If they were demolished
and the area became part of the development, then it should be detained and treated, but
even then the impervious area is grandfathered and will drain to the same pond as it always
has. The existing pond/wetland does have a required release rate identified in the Drainage
Masterplan. As long the flow depths in the street meet criteria there shouldn't be a need to
detain it anywhere other than where it drains to now.
Response: The existing property flows are being picked up by an inlet located just south of the
bio-swale with minor carry-over flows continuing as it currently drains.
The third question was can flows continue to sheet flow onto the site through the main access
drive or are inlets required? It could sheet flow into the site but the design engineer may want
to consider an inlet since water flowing into the drive could be a nuisance especially in the
winter time where it could form ice in the driveway. There is an existing pipe running parallel
to College Ave. so it should be fairly easy to add an inlet upstream of the driveway access.
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal -
There was some discussion concerning adding a new detention pond outfall instead of
opening up the plugged pipe just east of the site. A new pipe would be fine but it may be less
expensive to use the existing pipe. There would be some "dead storage" in the existing
pond/wetland that is presently drained by the old field drain. As designed now there is extra
Responses to Preliminary Design Review Comments Page 5 of 6
storage volume and leaving the "dead storage" may be better for the wetland since a lower
outlet could dewater the area lower than historically and affect the wetland vegetation.
Response:A new outlet is being proposed. The pipe will be placed approximately 6 inches
higher than the proposed pond bottom to prevent dewatering of the wetlands.
Stormwater-Water-Wastewater
The existing water and sanitary sewer facilities in the vicinity of the project have been
previously reviewed and will not be repeated here. If there are questions, please call.
Response: -Noted
The PDR conceptual utility plan included in the submittal appears to be generally okay;
however, some adjustments may be needed during PDP based upon water main looping
opportunities and input from PFA on fire hydrant locations.
Response: -Noted
It is noted that the 6-inch sewer is being re -located. It will be important that minimum grade is
maintained for this line. As previously stated, the City is willing to participate to some degree
in the cost of the replacement of this sewer; however, the level of cost sharing has not been
discussed.
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal. -Noted
The proposed pad sites along College could obtain water service from the water main in
College or the proposed water main in the N/S drive east of College. Any utility work in
College will require a CDOT utility access permit. Curb stops and meter pits for these pad
sites must be located in landscaped areas as near to the water main as practical.
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal.
All existing water and sewer services must be used or abandoned at the main.
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal.
All water and sanitary sewer mains for the project must be located within easements or
R.O.W. Minimum easement widths are 20 feet for water and 30 feet for sewer.
Response: The sanitary and water mains are located within the required easements.
Zoning
The development will have to comply with the standards and guidelines for the North College
Avenue Corridor.
Response: Noted.
Connecting walkways need to be provided per Section 3.2.2(C)(5)
Response: Phase-1 includes a trail connection along the west edge of the existing north
wetland areas to the north. And, pedestrian connections are to be addressed in subsequent
ODP and Phase-2 PDP submittal.
Kesponses to Preliminary Design Review Comments Page 6 of 6
AIRES
ASSOCIATES
To: Marc Virata
City of Fort Collins Engineering
Department
281 N. College Ave
Fort Collins, CO 80522
X Enclosed Under Separate Cover Via
LETTER OF TRANSMITTAL
Date: September 3, 2009
Project No.: 32-1322.00
Re: North College Marketplace-1s' Filing
No. of
Copies Description
1 Revision Packet #1-First Filing Final Compliance Utility Plans (For Signature on Mylar)
1 Drainage Report
Sent to you for the following reason:
x For Approval
For Your Use
For Review and Comment
Review Completed Revise and Resubmit
Not Reviewed Returned
Remarks:
A couple of revisions have occurred to the approved utility plans for the 1 st Filing North College Marketplace Wetland plan set. I am
submitting the affected sheets with revision clouds indicating the adjustments. You can find a list of revisions with descriptions on
sheet C-003. I am also submitting the drainage report with the necessary adjustments. Please call or email me if there are any
questions. Thanks.
Copy to: Loveland Commercial, LLC
Signed:
Design
Ayres Associates
Engineers/Scientists/Surveyors
3665 JFK Parkway, Building 2, Suite 200, P.O. Box 270460, Fort Collins, CO 80527
(970) 223-5556, FAX (970) 223-5578
AIRES LETTER OF TRANSMITTAL
ASSOCIATES
To: Marc Virata
City of Fort Collins Engineering
Department
281 N. College Ave
Fort Collins, CO 80522
X Enclosed Under Separate Cover Via
Date: June 12, 2009
Project No.: 32-1322.00
Re: North College Marketplace
No. of
Copies
Description
1
Final Compliance Utility Plans (For Signature on Mylar) -Ayres Associates
1
Copy of previously submitted Mylar for reference
1
Description of sheet changes
Sent to you for the following reason:
x For Approval Review Completed Revise and Resubmit
For Your Use Not Reviewed Returned
For Review and Comment
Remarks:
Four minor changes have occurred requiring your review and signature. The King Soopers water meter and domestic service has
been moved to just north of the south dock. The fire line has been relocated to directly east of the south dock. The lift station and
sanitary service to the King Soopers building has been adjusted horizontally to not interfere with an emergency exit door and
vertically to coincide with the architectural plumbing plans. The storm sewer located near the round -about in Willox Lane has been
adjusted so manholes will not be located within the pavement. Only three sheets are affected from a design standpoint however, a
total of 15 sheets are being resubmitted since the plan views show these changes.
Copy to: Loveland Commercial, LLC
Signed:
Linsey R.
Desicn E
Ayres Associates
Engineers/Scientists/Surveyors
3665 JFK Parkway, Building 2, Suite 200, P.O. Box 270460, Fort Collins, CO 80527
(970) 223-5556, FAX (970) 223-5578
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S LETTER OF TRANAMITTAL
ASSOCIATES
-
To: Marc Virata
City of Fort Collins Engineering
Department
281 N. College Ave
Fort Collins, CO 80522
X Enclosed Under Separate Cover Via
Date: May 27, 2009
Project No.: 32-1322.00
Re: North College Marketplace
No. of
Copies Description
1 Plots of original mylars for signature (Dated April 3, 2009)
Sent to you for the following reason:
For Approval Review Completed Revise and Resubmit
x For Your Use Not Reviewed Returned
For Review and Comment
Remarks:
I am submitting the original scanned copies of the mylars for City signature dated April 3, 2009 as requested by City staff for
comparison to the newly submitted mylars dated May 15, 2009 as replacement sheets to the set for recordation.
Copy to: Loveland Commercial, LLC
Signed:
Ayres Associates
Engineers/Scientists/Surveyors
3665 JFK Parkway, Building 2, Suite 200, P.O. Box 270460, Fort Collins, CO 80527
(970) 223-5556, FAX (970) 223-5578
32-1322.00
Page 1 of 1
........... .... __ ........... _....... ___ - e 1
Marc Virata - Fwd. Willox left turn Pa9_
From: Kyle Lambrecht
To: Virata, Marc
Date: 5/21 /2009 1:22:44 PM
Subject: Fwd: Willox left turn
Hi Marc -
Here is Mike's response concerning the SB left at the northern entrance to the Marketplace development.
Also, checked the 50% plans regarding the sidewalk at the N. College Motors property. There is a 10'
attached walk along the western portion of the property adjacent to N. College. There is also an 8.5'
attached walk along the southern portion of the property adjacent to Willox. These are measured from the
back of curb.
One last thought, let Matt and I know if we need to be available for the P&Z meeting to assist in answering
questions for the roadway work. Thanks, Marc.
Kyle
>>> "Mike Oberlander'<moberlanderCa-D-lnterwestgrp.com> 5/20/2009 12:56 PM >>>
140' taper and 126' storage — this exceeds State Highway Access Code standards as there is no decal
required on 40 mph road.
Michael Oberlander, PE, LEED AP
Interwest Consulting Group
970-674-3300 x102
970-631-2671 (cell)
Information contained herein is neither necessarily complete nor accurate. Final stamped and signed
documents govern. Use of these data is solely at the user's risk. By accessing the data contained in these
files the user agrees to indemnify, hold harmless and defend Interwest Consulting Group, their employees,
officers and agents from any and all claims arising from the use of the data.
• LILEY, ROGERS & MARTELL, LLC •
ATTORNEYS AT L A W
April 21, 2009
Marc Virata
City of Fort Collins Engineering Via Hand Delivery
281 N. College Avenue
Fort Collins, CO 80521
RE: North College Marketplace Development Agreement
Dear Marc:
Enclosed please find three originals of the North College Marketplace Development
Agreement which have been executed by the Developer and the Owner, together with a check
made payable to the Larimer County Clerk & Recorder in the amount of $396 for the recording
fees. Please note that we have included the cover pages for the wetlands exhibits as attachments
to Exhibits "C" and "D", which incorporate the approved language that we finalized yesterday.
Please also note that we have reduced the original size of the last 10 pages of Exhibit "D", the
Wetland Mitigation Plan, from 11 x 17 to 8.5 x 14 to eliminate the additional $10 per page
recording fee for oversized copies. If you would like the oversized copies to attach to your file
copy of the Agreement, please let me know and I will provide those to you.
Please circulate all three originals for the respective City signatures and then deliver the
same to Paul Eckman to hold and not record until we notify him of the closings on the balance
of the North College property. Once all of the City signatures have been obtained, please
provide my office with one fully signed original of the Agreement.
Once again, Marc, thank you for your ongoing assistance in helping to resolve the issues
surrounding this matter.
Sincerely,
LILEY, ROGERS & MARTELL, LLC
By:��-UUcy a, �
Lucia A. Liley
LAL/mer
enclosures
pc: Paul Eckman, Esq.
Kerry Grimes, Land Title
Eric Holsapple
LUCIA A. LILEY • JAMES A. MARTELL ■ TODD W. ROGERS
THE PETER ANDERSON HOUSE ■ 300 SOUTH HOWES STREET 0 FORT COLLINS, COLORADO 80521
TELEPHONE: (970) 221-4455 ■ FAX: (970) 221-4242
1908 North College, LLC
1043 Eagle Drive
Loveland, CO 80537
Phone 970-667-7000
Fax 970-635-2514
November 24, 2008
Steve Olt, City Planner
Current Planning Dept.
City of Loveland
281 N. College Avenue
Ft. Collins, CO 80522
RE: North College Marketplace — Wetlands PDP Submittal
Dear Steve,
Please be advised per the Redevelopment Agreement between the Fort Collins Urban
Renewal Authority (Authority) and 1908 North College, LLC (Developer), the Authority
has agreed to all offsite street improvements per Section 4 of the agreement. This
includes all designpa�d acquisition of any necessary right-of-way.
C'
ly,
lsapple, Manager
File: PDP Wetlands submittal
Responses to Preliminary Design Review Comments
North College Marketplace — Wetlands (Phase -1)
ITEM: North College Marketplace
MEETING DATE: June 25, 2008
APPLICANT: 1908 North College, LLC
Blaine Rappe and Eric Holsapple
1043 Eagle Dr
Loveland, Colorado 80537
COMMENTS:
Note: Responses provided are applicable to the Wetlands (Phase-1) PDP submittal. All
comments will be addresses in the ODP and Phase-2 PDP submittal.
Advanced Planning
The proposed rezoning currently in process is highlighting goals that reinforce the importance
of that standard in creating as pedestrian -oriented a place as possible.
Response: Phase-1 includes a trail connection along the west edge of the existing north
wetland areas to the north. And, pedestrian connections are to be addressed in subsequent
ODP and Phase-2 PDP submittal.
Water & Wastewater
Water services to the shopping center can come from the City's water mains in either North
College Avenue or East Willox Lane.
Response: Acknowledged.
The existing sanitary sewer main in the area is being relocated.
Response: To be addressed in subsequent ODP and Phase-2 PDP submittal
Light & Power
Some additional utility easements may be needed.
Response: Noted
Existing electric facilities in the area must be shown on the Project Development Plans. The
applicant is responsible for locating these facilities.
Response: Existing utilities are shown on the site and utility plans.
Stormwater
Glen asked where the storm drainage outfall from the site will occur.
Response: Andrea of AYRES Associates replied by saying that it will be at the southeast corner
of the site.
Andrea of AYRES Associates stated that the storm water will be released into the Blue Spruce
system at the approved master plan level.
Responses to Preliminary Design Review Comments Page 1 of 6