02-11-19 Work Session Agenda and MaterialsCITY COUNCIL
WORK SESSION AGENDA
KALISPELL February 11, 2019, at 7:00 p.m.
City Hall Council Chambers, 201 First Avenue East
A. CALL TO ORDER
B. DISCUSSION ITEMS
1. Urban Renewal Agency Recommendation on South Kalispell Tax Increment Financing
District Traffic Project
C. PUBLIC COMMENT
Persons wishing to address the council are asked to do so at this time. Those addressing
the council are requested to give their name and address for the record. Please limit
comments to three minutes.
D. CITY MANAGER, COUNCIL, AND MAYOR REPORTS
E. ADJOURNMENT
UPCOMING SCHEDULE / FOR YOUR INFORMATION
City Offices Closed — February 18, 2019 — Presidents Day
Next Regular Meeting — TUESDAY, February 19, 2019, at 7:00 p.m. — Council Chambers
Next Work Session — February 25, 2019, 7:00 p.m. — Council Chambers
Reasonable accommodations will be made to enable individuals with disabilities to attend this meeting.
Please notify the City Clerk at 758-7756.
Page 1 of 1
City of Kalispell
Office of Community & Economic Development
201 First Avenue East
Kalispell, MT 59901
www.kalispell.com
To: Doug Russell, City Manager
From: Katharine King, Assistant Director Community Development
Re: Urban Renewal Agency Recommendation on South Kalispell Tax Increment Financing
District Traffic Project
Meeting Date: February 11, 2019
BACKGROUND: The Urban Renewal Agency (URA) requested a traffic analysis of intersections at
18' Street West/Airport Road/1st Avenue West in 2018 and WGM Group was selected to perform the
study and report findings to the URA. The URA reviewed and considered a traffic design report from
WGM Group at their September, 2018 meeting then recommended to Kalispell City Council that Concept
9 (now the 16t' Street Offset) be constructed with funds from the South Kalispell Tax Increment Finance
(TIF) District. When this recommendation was presented to City Council at its October 22, 2018 Work
Session the Council requested that WGM conduct further review of both Concept 8 (now referred to as
the 18t' Street Realignment) and Concept 9 (now the 16t' Street Offset). WGM completed this additional
analysis and presented the information in its Preliminary Design Alternatives and Costs Memorandum
dated January 11, 2019. At the URA January 16, 2019, meeting the Committee voted unanimously to
recommend the 16t' Street Offset option to City Council for approval.
Based on additional analysis provided by WGM Group, the URA supported the 16t' Street Offset option
as the safest option for improving turns onto Airport Road from 1st Street West by alleviating line of sight
obstructions for southward turns; reducing vehicle collisions at the Purdy Mobile Home Park located at
the south end of 1st Avenue West; eliminating the offset intersection of 1st Avenue West and 18th Street
West at Airport Road. The Committee further preferred the 16t' Street Offset option because it does not
require the acquisition of additional property which would be required in the 18t' Street Realignment
resulting in both higher project cost and potential extension of project timeline resulting from the required
acquisition process. Finally, the lower cost of the 16t' Street Offset option is estimated to allow an
additional $250,000 for sidewalk construction reaching down to the new Rankin Elementary School.
Both parking designs provided comparable parking numbers.
The traffic project utilizing South Kalispell TIF funds must be completed prior to the TIF District's sunset
on July 1, 2020.
RECOMMENDATION: It is recommended that Kalispell City Council consider the Urban Renewal
Agency recommendation for construction of the 161h Street Offset at a work session.
FISCAL IMPACT: The South Kalispell TIF has approximately $2.1 million available for this project.
ATTACHMENTS: Draft Minutes from Urban Renewal Agency January 16, 2019 meeting and WGM
Preliminary Design Alternatives and Costs Memorandum of January 11, 2019.
CITYOF a-
MONTANA L
City of Kalispell
Post Office Box 1997 - Kalispell, Montana 59903
Telephone: (406) 758-7701 Fax: (406) 758-7758
Meeting Summary
URBAN RENEWAL AGENCY BOARD
JANUARY 16, 2019 —4 P.M.
CITY HALL— FIRST FLOOR CONFERENCE ROOM
MEMBERS IN ATTENDANCE OTHERS IN ATTENDANCE
Chairman Marc Rold Tom Jentz, Planning Director
Jeff Zauner Katharine King, Asst. Director Comm. & Econ. Dev.
David Girardot Jarod Nygren, Senior Planner
Shannon Freix Krista Lammers, Comm. & Econ. Dev.
Matt Venturini Mike Brodie, WGM Group
Chairman Rold called the meeting to order and welcomed Board, consultant and city staff.
PUBLIC COMMENT - None.
APPROVAL OF MEETING SUMMARY - Passed unanimously.
BUSINESS -None.
TIGER/KALISPELL CORE & RAIL REDEVELOPMENT
The Kalispell Trail design report is nearly complete and will provide vision, preferred design and
background for the project. Expected to have the report for the February URA Board meeting.
The stoplight at the intersection of US Hwy 2 East and Flathead Drive is in operation. Final punch list
items are being inspected for Glacier Rail Park and monument sign work continues.
TIF &TEDD UPDATES
Brodie provided an overview of the two options further developed at the request of City Council, 181" Street
Realignment and the 161" Street Offset. Design, functionality, acquisition, infrastructure, sidewalks and costs
for each option were examined. Zauner moved to recommend the 161" Street Offset option to City Council,
Venturini seconded. Passed unanimously.
BROWNFIELDS PROGRAM UPDATES
Report next month.
NEXT SCHEDULED MEETING
The Board next meeting is scheduled for Wednesday, February 201hat 4 p.m.
Chairman Rold adjourned the meeting.
1111 East Broadway
n WG M G R O U P Missoula, MT 59802
Community values. Inspired Futures. 406.728.4611
u www.wgmgroup.com
MEMORANDUM
DATE: January 11, 2019
TO: Katharine King, Kalispell Community Development
Tom Jentz, Kalispell Planning Department
FROM: Mike Brodie, P.E.
Mark Bancale, P.E., PTOE
Jeremy Keene, P.E.
RE: Preliminary Design Alternatives and Costs
At the October 22, 2018 City Council meeting/work session WGM gave a
presentation on the design alternatives that were explored and what the findings
were. Per council recommendations, WGM was tasked with performing a site
topographic and boundary line survey of the subject property and to perform a
preliminary design for both concepts to provide more accurate costs and to address
utility conflict concerns raised by City of Kalispell Public Works Department.
Included in this memo are preliminary design drawings of both of the alternatives at
Airport Road and 18t" Street West/1st Avenue West. These designs also included the
addition of a parking lot for Legends Stadium & winter snow storage. The parking
lots shown were designed to maximize parking, accommodate a City required
stormwater facility, and provide sufficient access to both vehicle and pedestrian
traffic. Given the Airport TIF fund sunset date of June 2020, it is important that
funds being allocated for either project be utilized prior to this date. This means the
project will likely need to begin construction by late summer/early fall 2019.
Problems with Existing Configuration
In its current configuration, traffic approaching the intersection of Airport Road and
18t" Street from the east and west are misaligned making the intersection difficult to
navigate and potentially dangerous. The following are problems with this
configuration or hinderances of redesign that have been noted throughout the
process:
1. North and southbound traffic on Airport Road must pass or overlap to make
left turns.
2. The angled crossing hinders traffic distribution between US Highway 93 and
First Avenue West.
3. Sight distance is obscured due to residential landscaping at the southwest
corner of the intersection.
Preliminary Design Alternatives and Costs
January 11, 2018
Page 2 of 7
4. A sharp left corner exists at the corner of 1st avenue West and 18t" Street west
(west of the subject intersection) at the mobile home park.
5. A residential driveway has an access point in the middle of the intersection.
6. The entire area is a "spiderweb" of underground utilities.
7. The City does not own the property required to make the proper realignment.
Design Alternatives
Preliminary design was performed on both alternatives incorporating data from the
topographic/boundary line survey performed by WGM.
18th Street Realignment (formerly Concept 8)
This concept realigns the east leg of 18t" Street to square up the intersection and
flattens the curve to 1st Ave W to meet a 25-mph design speed. This improves sight
distance at the intersection and eliminates the overlapping left turn movement on
Airport Road. Flattening the curve will alleviate problems with vehicles running off
the road because of the unexpectedly sharp corner that currently exists. At the
middle of the flattened curve, driveways will be consolidated to a single access
providing optimal site distance for residents accessing 1st avenue west or 18t" Street
West. Street lighting is recommended at the intersection of 18t" Street and Airport
Road but will be subject to FAA regulations. Right-of-way acquisition is required for
this alternative. The design layout has been included as an attachment to this
memorandum.
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18TH STREET REALIGNMENT
ADVANTAGES
The realignment alternative is optimal in
the sense that it solves the existing
alignment issue in the simplest way; it
matches the centerlines of the east and
west leg of the intersection. This provides
smoother traffic flow from US Highway 93
to 1st Avenue West in a similar fashion to 1st
Avenue East, accomplishing the overall
goal of the project to alleviate the US-
93/Main Street bottle neck and distribute
traffic throughout downtown. A more
gradual curve has been provided in this
design to help direct traffic towards the
intersection and away from the existing
mobile home development. Pedestrian
access has been included with a widened
path along Airport Road with ADA
pedestrian access at all four corners of the
intersection. These improvements can be utilized to extend sidewalks/pedestrian
Preliminary Design Alternatives and Costs
January 11, 2018
Page 3 of 7
access south along Airport Road with either additional funds available in the Airport
TI F or at a later date.
Bulb outs were included to provide traffic calming, make pedestrians more visible,
and to help address the sight distance issue from the eastbound approach.
Closure of the northern residential driveway at the southwest corner of the
intersection will improve safety at the intersection, and also should help to address
the existing sight distance issue at this corner. No land acquisition is anticipated for
the closure as it exists within City of Kalispell right of way.
18TH STREET REALIGNMENT DISADVANTAGES
One of the main disadvantages of this alternative are the impacts to the surrounding
properties. One of the biggest drawbacks with the realignment is that land will need
to be purchased at the northeastern corner of the existing intersection to realign this
approach. The property owner is known to be a willing seller, but this will add cost
and negotiations between the City and the owner have the potential to delay
construction.
Additionally, this design will require the closure of two driveways at this intersection:
The northern residential drive at the southwestern corner, and the southern coffee
stand entrance at the northeastern corner. The residential drive is a safety hazard in
the existing condition and will need to be addressed if this intersection is improved.
Closing the northern driveway entrance does not hinder access to the property, and
it is located within the City right of way. At the coffee stand, the realignment makes
the southern ingress/egress to the property a safety hazard. A new entrance
location is proposed on 1811 Street East.
At the southwestern corner of the intersection, the existing site distance issue
requires east bound traffic from 1st Ave W. to creep out into the intersection to see
north bound Airport Road traffic to cross the street. The realignment reduces the
sight distance needed to make the crossing and bulbs out the curb line to help
protect this movement but does not fully solve this problem. To resolve this problem
the existing hedge and willow tree (on private residential property) must be cut back
or fully removed.
18TH STREET REALIGNMENT UTILITY CONFLICTS
The intersection is filled with City utilities along with private/dry utilities. These
utilities include: water, sewer, storm water, power, gas, and cable/fiberoptic. Neither
alternative is anticipated to have impacts to the existing City of Kalispell "Mosquito"
Lift Station." Each have been tagged as either "minor" or "major" depending on the
amount of work associated with the conflict. Utilizing data from the topographic
survey, WGM has identified the following utility conflicts for this alternative:
1. Six storm water manholes will require rim adjustments (minor).
2. One storm water inlet will need to be removed and replaced at the
northwest corner of the intersection near the lift station (major).
3. Two culverts become obsolete and will need to be removed as a part of
improvements. These are typically not salvageable for reuse (minor).
Preliminary Design Alternatives and Costs
January 11, 2018
Page 4 of 7
4. Two culverts will need to be added to perpetuate flow patterns under the
new road configuration (major).
5. The area to the south of realigned 1811 Street East will need to be regraded
to perpetuate existing storm water ditch flow (major).
6. One water valve will require the top of the valve box to be adjusted
(minor)
7. Hydrant adjustment (minor)
8. 1 sewer manhole in sidewalk (minor).
9. 1 sewer manhole in the parking lot (minor).
10. 1 storm manhole in the parking lot (minor).
A layout showing the Utility Conflicts for this alternative has been included in with
this memorandum.
Preliminary Design Alternatives and Costs
January 11, 2018
Page 5 of 7
16t" Street Offset (formerly Concept 9)
The second design removes the
west leg of 181" Street from the
intersection and introduces a
new street connection
approximately 360 feet to the
north at 161" Street West. A two-
way stop with a free -flow north
and south is proposed at the
new intersection with 1st Ave W
to accommodate the primary
traffic movement. Street lighting
is recommended on Airport
Road at both intersections.
Pedestrian access has been
included with a widened path
along Airport Road with
pedestrian access at the west of
the 181" Street/Airport Road intersection. These accesses can be utilized to extend
sidewalks/pedestrian access south along Airport Road with either additional funds
available in the Airport TIF or at a later date. The design layout has been included as
an attachment to this memorandum.
16TH STREET OFFSET ADVANTAGES
By offsetting west leg of the intersection north to 161" Street West, the angled
crossing is eliminated and left turns from Airport Road no longer overlap.
Additionally, the reconfiguration of the intersection's west leg greatly improves the
sight distance for east bound traffic from 1st Ave W. and no impacts to the existing
residential landscaping would be required.
With the closure of 181" St W. the sharp 90-degree corner is eliminated, and the
existing mobile home development is protected from potential traffic collisions.
Pedestrian access has been included with a widened path along Airport Road with
pedestrian access at all three locations at the 181" St E. intersection for future
sidewalk or path extensions to the south or east.
One of the major positive attributes to this project is that no land acquisition is
required, and no existing driveways will need to be closed as a part of the project
improvements. This will help with both costs and schedule.
16TH STREET OFFSET DISADVANTAGES
One of the major drawbacks with offsetting the western leg of the intersection is that
by doing so, you turn one intersection into three intersections. Additional
intersections, albeit less confusing intersections, can result in additional collisions.
The addition of these intersections makes the transition from US-93 to 1st Avenue
West not as smooth and requires up to three separate stops, hence, it does not
promote downtown traffic distribution as well as the other alternative.
Preliminary Design Alternatives and Costs
January 11, 2018
Page 6 of 7
The main disadvantage with this alternative is that you remove an angled crossing at
the existing intersection but create a new angled crossing condition at 1st Ave W and
16' St W. The new intersection created at 16th Street/1st Avenue has similar offset
attributes to the existing 18t" street/Airport Road configuration. It will however
experience lower traffic volumes with the majority coming from the north and east
legs of the intersection.
16TH STREET OFFSET UTILITY CONFLICTS
Though little work is taking place at the 181" Street East/Airport Road intersection, all
the same utilities exist. These utilities include: Water, sewer, storm water, power, gas,
and cable/fiberoptic. Neither alternative is anticipated to have impacts to the
existing City of Kalispell "Mosquito" Lift Station." Each have been tagged as either
"minor" or "major" depending on the amount of work associated with the conflict.
To avoid major modifications to the existing sewer line within the 16t" Street corridor,
the road section was widened to the City's "collector" standard (17-foot instead of
14-foot lanes). Utilizing data from the topographic survey, WGM has identified the
following utility conflicts for this alternative:
1. Adjust existing storm inlet at 16t" Street and Airport Road (minor)
2. Three sewer manholes in 16t" street west (minor)
3. Relocation of a TV/fiber optic pedestal in intersection of 16t" Street West and
1st Avenue West (major)
4. Relocation of existing power pole (major).
5. Adjust rim of Storm manhole in sidewalk along 1st avenue west (minor).
6. Adjust rim of Storm manhole in parking lot (minor).
7. Adjust rim of sewer manhole in parking lot (minor).
8. Adjust rim of sewer manhole in sidewalk at northwest corner (minor)
A layout of these utility conflicts has been included as an attachment with this
memorandum.
Preliminary Design Alternatives and Costs
January 11, 2018
Page 7 of 7
Cost Estimates
Pre -design cost estimates were developed based on the conceptual alternatives.
These estimates include a 15% contingency to reflect the limited amount of design
detail at this stage. Estimated Construction costs are summarized below. Until a
formal appraisal has taken place, the cost of the land acquisition will be assumed as
$75,000 for the 1811 Street Realignment. This land cost has been included in the
tables below and detailed cost breakdowns are attached.
1811 Street Realignment
$553,150
1611 Street Offset
$342,088
Stadium Parking
In the design process, parking was laid out to maximize the City property as a
parking lot for the Legends Stadium and snow storage. The addition of parking also
requires storm water storage and a collection system which has been included in the
costs. The location of the ponds shown in the attached layouts have been selected
based on required city of Kalispell setbacks and to avoid existing underground
utilities. These costs also include a 15% construction contingency.
181" Street Realignment
$318,186
$2,027/parking stall
161" Street Offset
$319,281
$2,115/parking stall
Overall Costs
The overall costs shown in the table below include the combined costs of the above
parking and intersection redesign. The below costs have also included a 10%
engineering design cost and a 10% construction observation and administration cost.
181" Street Realignment
$1,045,604
161" Street Offset
$793,643
Attachments
Design Layouts
Design Utility Conflicts
Cost Estimates
W:\Projects\171118\Docs\Meetings\URA\Design Alternative Update Memo.docx
18TH STREET REALIGNMENT DESIGN AND
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