HomeMy Public PortalAbout2022-01-13 packetNotice of Meeting & Tentative Agenda
City of Jefferson Public Works & Planning Committee
Thursday, January 13, 2022
7:30 a.m.
John G. Christy Municipal Building, 320 East McCarty Street
Boone/Bancroft Room (Upper Level)
➢ Note: VIRTUAL and IN -PERSON MEETING
To join virtually:
https://ieffersoncity.webex.com/ieffersoncity/a.php?MTID=maO95b6O845778fe23dfl99d4e81
5faf2
To join virtually call -in available at 1-404-397-1516
Meeting number (access code): 2485 511 0680
Meeting password: 1234
TENTATIVE AGENDA
1) Introductions
2) Approval of the October 28, 2021 Committee meeting minutes
3) New Business
1. Disabled Aircraft Removal (Eric Bowers)
2. Concrete Street Repair (Britt Smith)
3. Transit and Central Maintenance Facilities Master Plan (David Bange)
4. Capital Improvement Update (David Bange)
5. Airport Capital Improvement Update (Britt Smith)
4) Citizen opportunity to address Council/Staff on Stormwater and Other Public Works Issues
5) Adjourn
NOTES
Individuals should contact the ADA Coordinator at (573) 634-6570 to request accommodations or alternative formats as required under
the Americans with Disabilities Act. Please allow three business days to process the request.
Please call (573) 634-6410 with questions regarding agenda items.
MINUTES
JEFFERSON CITY
PUBLIC WORKS AND PLANNING COMMITTEE
Wastewater Treatment Plan, 401 Mokane Road
Conference Room and Virtual
October 28, 2021
Committee Members Present:
Ron Fitzwater (virtually)
David Kemna
Mike Lester
Scott Spencer
Committee Members Absent
Mark Schreiber
Staff Present. -
Matt Morasch, Director of Public Works
Don Fontana, Stormwater Engineer
Britt Smith, Operation Division Director
Eric Seaman, Wastewater Division Director
Clara Haenchen, Wastewater Treatment Plant I
Eric Bowers, Airport Manager
Sonny Sanders, Director of Planning and Protective Services
Matt Schofield, Fire Chief
Ryan Moehlman, City Counselor
Brenda Wunderlich, Administrative Supervisor
Attendance
6 of 6
6 of 6
6 of 6
4 of 6
5 of 6
Chairman Fitzwater called the meeting to order at 11:45 a.m. A quorum was present at
this time. The following guests attended the meeting: Mayor Carrie Tergin; Penny Smith with
Front Line Events, and Michael Shine with News Tribune.
1) Introductions
Introductions were made at this time.
Chairman Fitzwater requested Item 3.3. Air Show item be moved to the top of the
agenda.
3) New Business
3. Air Show (Britt Smith)
Mr. Smith explained staff was approached by a local group (Front Line Events) wishing
to bring an airshow to Jefferson City. Staff request the Committee to support to continue
negotiation and coordination with the local group.
There was discussion among Committee members, staff and those present regarding
the preliminary stages including a site use agreement and DD2535 Request for Military Aerial
Support, and planning for a date in September 2022 after Labor Day.
Minutes/Jefferson City Public Works and Planning Committee
October 28, 2021
2
Councilman Spencer moved and Councilman Kemna seconded to refer a resolution to
the City Council to authorize the City Administrator to sign the agreement, motion carried.
2) Approval of the August 12, 2021 Committee meeting minutes
Councilman Lester moved and Councilman Schreiber seconded to approve the August 12,
2021 minutes, motion carried.
3) New Business
1. Sewer Bond Issue (Eric Seaman)
Mr. Seaman explained staff recommends authorizing"",""referendum for April 5,
2022 for $44M in sewage revenue bonds. This will all tkle to borrow low interest
loan money for sewer system improvements.
There was discussion among Comm
Wastewater needs, keeping the City having
compliance issues.
Councilman Spencer moved and Councilma
ordinance to the City Council with recommendation
2. Proposed Revisions
System (Eric Sea
Mr. Seaman e)
• Adding definitic
and Abbreviati
• Changing d4fe,
Definitions and
lbers and staff
ble wastewater
in 29. Perta
ing the known
�r seconded to refer the
rove, motion carried.
to the Sanitary Sewer
ained the seven items that need revisions including:
s for Dental Amalgam and Dental Discharger (29-1 Definitions
s)
on of Significant Noncompliance reporting period. (29-1
• Upd, F Fide to c
W
nnarntained pray erl
%U.still
hanging Poilbe protect
• Ad}t"st ng time that
101Tecords, inf(
• Kequinng!
rules. (29-
• Specifying
Violation)
reviations)
arify need for grease and oil equipment and that they are
r (29 94 Interceptors)
imit 6r Iron to better reflect industry standard. The new limit
6 of water quality. (29-96 Specific Pollutant Limitations).
records are kept by industrial users to reflect federal law (29-
4f . ation, etc., from industrial users.)
er' dental amalgam compliance report to comply with federal
cords, information, etc., from industrial users.)
e action in response to a Notice of Violation (29-108 Notice of
A second draft bill increases surcharges for high strength wastes (Biochemical
Oxygen Demand and Total Suspended Solids). These rates have not changed since
1987. The rate study by Rafetilis Financial Services recommends incremental increases
to the surcharges over a six -year period.
Minutes/Jefferson City Public Works and Planning Committee
October 28, 2021
9
These charges increase revenue nominally but are intended to incentivize
reduction of loading to the treatment facilities and extend the life of the facilities.
Councilman Kemna moved and Councilman Lester seconded to forward the
revisions to the City Council with recommendation to approve, motion carried.
4. Parking Garage Scope (Britt Smith)
Mr. Smith explained staff request the Committee support to bring a consultant
contract with Structural Engineering Association of Kansas City for the parking garage
renovation project. Staff is working to develop a final project scope and fee which is
anticipated to be ready to present to Council in Decembers`
There was discussion among Committee members and staff regarding the need
for renovations of the current garage, this being,a "critical issue, and''soIme store owners
leaving the downtown area due to the parking issues.
5. Private Project to Enhance Flood "Protection (Matt Morasch)
Mr. Morasch gave a slide presentation on how the property owners of 2101 Marilyn Drive
have worked to take care of their own"flooding problems,including bricking up the garage and
basement door in order to avoid floodind.
• `Chairman Fitzwater stated he like the Committee to consider cancelling the November
mee g since this meeting was held late in October. Committee members agreed.
5) Adi
Councilman Kemtta moved and Councilman Lester seconded to adjourn the meeting at
this time, 1:05 p.m., motion carried.
6) Opportunity for Wastewater Plant Tour and Airport Office Tour
Several Committee members and those present toured portions of the Wastewater Plant
and Airport.
Department of Public Works
Memorandum
320 E. McCarty Street • Jefferson City, Missouri 65101 • P 573-634-6410 • F 573-634-6562 • www.*effcitymo.org
Date: November 5, 2021
To: Public Works and Planning Committee
From: Eric Bowers
Subject: Disabled Aircraft Removal
Staff and the Airport Advisory Board recommends the Public Works and Planning
Committee move this ordinance forward to the City Council for approval.
When there is an accident or incident that leaves an aircraft disabled on the runway,
airport staff is responsible for clearing the aircraft and debris from the runway and
returning it to service as quickly as possible. This can be as simple as hooking up a tug
and pulling it to the ramp, or as complicated as calling for a tow truck and crane.
While opening the runway and helping the aircraft owner/pilot arrange these services is
the responsibility of the airport, paying for them is not. Airport staff is also not
responsible for damage that happens during the process of moving the aircraft.
The intent of the ordnance and release form is to protect the city from liabilities related
to the removal of aircraft during this type of incident.
Public Works CORE - improve the Community - take Ownership — deliver Results — Empathize with the customer
BILL NO. 20-
SPONSORED BY COUNCILMAN
ORDINANCE NO.
AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, ADDING AN ORDINANCE TO
ADDRESS FINANCIAL RESPONSIBILITY OF REMOVAL OF DISABLED AIRCRAFT.
NOW BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS
FOLLOWS:
Section 1. Chapter 34 (TRANSPORTATION) Article IV (MUNICIPAL AIRPORT)
Division 1 (Generally) is amended by adding a new definition to Section 34-48 to read as follows:
Section 34-48. — Definitions.
For the purpose of this chapter, the following words and phrases shall have the meaning respectively ascribed to
them by this section:
Abandoned aircraft means an aircraft left in a wrecked, inoperative, or partially dismantled condition at an
airport; or an aircraft that has remained in an idle state at an airport for 45 consecutive calendar days without a
contractual agreement between the owner or operator of the aircraft and the airport for use of the airport premises.
Airport charter means an on -demand flight from one point to another, as requested by the customer. These flights
are operated under 49 CFR Part 135, and require certification by the FAA.
Aircraft rental means any arrangement between the tenant and a customer that involves the rental of an aircraft
for any use (travel, testing, instruction, etc.).
Aircraft sales means the selling, buying for resale, or brokering the sale of an aircraft through facilities located on
the airport as part of a tenants' services offered to customers.
Aircraft service and maintenance means anyone that maintains an aircraft for their customers. This includes
minor and major repair to the airframe or power plant. Service also includes topping off oil, tires, and washing
the aircraft.
Aircraft storage means any under roof or otherwise concealed storage of a customer's aircraft. This does not
apply to land lease holders that are storing their own aircraft.
Fuel sales means any sale of fuel to any person or entity.
Monthly aircraft parking space means any aircraft with a current annual inspection certificate that is parked
outside on the airport for longer than two weeks. Aircraft must have current annual inspection certificate.
Student instruction means the instruction to people of how to fly an aircraft, preparing them for the FAA exam, or
the conducting of ground school. This includes any instruction covered by 49 CFR Part 91 and 145.
Disabled Aircraft means any aircraft that is unable to move under its own power without the assistance of
another vehicle.
Section 2. Chapter 34 (TRANSPORTATION) Article IV (MUNICIPAL AIRPORT)
Division 1 (Generally) is amended by adding a new Section 34-49 to read as follows:
Sec. 34-49. — Disabled Aircraft.
A. Any aircraft landing at the Jefferson City, Missouri Municipal Airport that becomes disabled and is
interfering with runway traffic or creates a dangerous condition for runway traffic shall be removed
by the aircraft owner or pilot at the owner's expense within a reasonable amount of time, as
determined by the Airport Manager. Reasonable time determinations made by the Airport Manager
shall be done so in consideration of the current demand on the airport for runway use and traffic.
1. If the aircraft owner or pilot is unable to remove the disabled aircraft within a reasonable
amount of time, as determined by the Airport Manager, then the Airport Manager shall have the
disabled aircraft removed and the financial liability and liability for any damage to the aircraft
caused by that removal shall be the responsibility of the aircraft owner.
Section 3. This Ordinance shall be in full force and effect from and after the date of
its passage and approval.
Passed:
Presiding Officer
ATTEST:
Approved:
Carrie Tergin, Mayor
APPROVED AS TO FORM:
City Clerk City Attorney
1/10/2022
Concrete Repair Program
Works and Planning Commi,
January 13, 2022
Concrete Street by Condition
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1/10/2022
Concrete Street with a PCI Less than 75
Wain-ight
S-11
PCI Centerline Miles Overlay Cost
75 and above 59.3 84%
Below 75 11.7 16% $2,555,990
Concrete Street Repair
N
1/10/2022
Concrete Panels Needing Full
Replacement
3
1/10/2022
During Repair
Repair Complete
M
1/10/2022
Concrete Joint Spall Repair
Concrete Joint Repair Preparation
5
1/10/2022
Concrete Joint Repair Completed
Completed Street Section
Department of Public Works
Memorandum
320 E. McCarty Street • Jefferson City, Missouri 65101 • P 573-634-6410 • F 573-634-6562 • www.aeffcitymo.org
Date: January 11, 2022
To: Public Works and Planning Committee
From: Matt Morasch, P.E., Director of Public Works
Subject: Transit/Central Maintenance Facility Study
The purpose of this item is to update the committee on work being done by our consultant
(Dake Wells Architecture) relating to the facility planning study for transit and central
maintenance. The current facility is approximately 40 years old and is a shared use facility that
was constructed utilizing Federal Transit Administration grant funding. That facility is now
beyond its original life expectancy and has begun requiring frequent and costly repairs, such as
doors, lighting, roofs, lifts, etc. This study will help the City begin to look for grant opportunities
for its replacement.
The study started in July and costs approximately $50,000. It is primarily funded with Campo
Planning Funds ($40k) and '/z Cent Capital Improvement sales funds allotted for Transit ($10k).
Attached are two documents prepared by the Consultant during the process. The first is an
inventory of existing facilities and space analysis for the needs of these facilities. That
information was then converted to building footprints and arranged on current City properties in
the second document. Each of these have pros and cons. One of the biggest issues is that
they displace existing facilities of other City Departments including Streets and Fire. They also
present different operational challenges (shuttling equipment and/or personnel).
The next part of the study will look at relocation of the facilities to improve these issues as well
as develop planning level costs.
At the meeting City staff will provide an overview of the process and take any questions you
may have at this point. Upon completion of the consultants work both the Council and CAMPO
board will be asked to accept the study. This will allow staff to utilize the study in future grant
applications as they arise.
Please let me know if you have any questions. Thanks.
Public Works' CORE Mission and Values
improve the Community - take Ownership — deliver Results — Empathize with the customer
City of Jefferson
Transit Facilities Feasibility Study
Programming Summary
3 Sept. 2021
IV, 4:
JEFP�'Ar, RAN
f e
DAKE I WELLS 41WEL
ENGINEERS
architecture
ARCHITECTS
Table of Contents
1 Introduction.................................................................................. 4
2 Project Imperatives............................................................... 6
3 Divisional Connections........................................................... 8
4 JEFFTRAN Facility Needs Analysis ..............................•••••• 10
5 Bus Barn Needs Analysis........................................................14
6 Central Maintenance Needs Analysis ..............................•. 18
7 Fuel Island Needs Analysis ................................................•••• 24
8 Wash Bay Needs Analysis...................................................... 26
9 Site Flows
10 Site Surveys
W
30
11 Space Standards: Offices and Amenities ..................••••• 34
12 Space Standards: Vehicle and Equipment Bays ••••.••. 58
1 - Introduction
1.1 Background Information
The City of Jefferson's Public Works Department
serves the residents of the Jefferson City
metropolitan area. As a State Capitol with a
population of 43,079 (2010 census) in 17,278
households, Jefferson City combines the lifestyle
of a smaller community with the municipal
expectations of a much larger city.
The Public Works Department is comprised of four
main Divisions: Engineering, Wastewater Utilities,
Operations and Transit.
In February 2021, the City released an RFQ for a
Transit Facilities Feasibility Study, to explore Field
Operations improvements in two of these Divisions:
Operations and Transit.
A team led by Cook, Flatt and Strobel Engineers and
Dake Wells Architecture was retained to complete
the Transit Facilities Feasibility Study. The ultimate
goal of the Study was to improve the operation of the
Transit Division facilities, the Central Maintenance
Garage, and two Municipal facilities (Fueling Island
and Wash Bay) all of which currently occupy a
challenging site at the intersection of E. Miller Street
and Chestnut Street.
Matt Morasch, PE, Director
ENGINEERING DIVISION
OPERATIONS DIVISION , — TRANSIT DIVISION
David Bange, City Engineer I
Britt E. Smith, PE, Division Director
Point of contact for study I
WASTEWATER DIVISION
I I
I
CENTRAL_ MAINTENANCE
(
I I
II
I
— — — — — — — — — — — — I — — — — — — — — — — — — — —
I „
Scope of the Transit Facilities Feasibility Study �I
I The Transit Division — otherwise known as JEFFTRAN — has been I
I providing fixed -route transportation since 1974. It also offers I
I Handi-wheels, an origin to destination service. I
STREETS
I
The Central Maintenance Garage provides service and repair to the
entire fleet of City owned equipment — including JEFFTRAN's fleet.
I Maintenance Staff are responsible for day to day preventative I
I maintenance services, as well as detailed large scale repairs, I
I PARKING I
I including repairs of specialized equipment. I
` — — — — — — — — — — — — — -
The scope of work included in the Transit Facilities Feasibility Study
Not covered in this study.
I included needs analysis and concept design for five new structures: I
Transit Division Administration Building,
incorporating a few spaces currently located
outside the existing facility, including a waiting
area for riders and a support area for drivers.
I Transit Division Bus Barn I
Central Maintenance Garage
Municipal Wash Bay (serving multiple Divisions)
Public Works Org.. Chart
Municipal Fueling Island (serving multiple Divisions) i
-------- --------------------
4 1
A
1.2 Critical Facility Issues.
1. Administration Building. The facility is
undersized and aging, with ADA issues.
Spaces inside do not communicate the
values of JEFFTRAN, or support an efficient
operational flow.
2. Transit shelter. The waiting area for riders
lacks basic amenities found in typical municipal
waiting areas in Transfer Facilities.
3. Transfer area. Buses for the 5 fixed routes
queue up at the curb, but there is no way -finding
to help riders know what routes the different
buses serve.
4. Bus Barn. The facility is undersized for the
current fleet, and lacks proper infrastructure
and support facilities to safely shelter the fleet
into the future. Its size results in some buses
needing to be stored in the garage at times.
Additionally, site restraints require tight turns to
get into the facility.
5. Fuel Island. The Fuel Island serves vehicles
from multiple Divisions — not just Transit. As
is the case with other structures on site — its
current size and layout are inefficient, and do
not align with best practices. Its location on the
site contributes to overall traffic congestion and
increases the likelihood of accidents.
6. Wash Bay. Similar to the Fuel Island, the Wash
Bay serves multiple Divisions. It is currently
undersized, and its location and operation result
in over -spray affecting adjacent areas. Aside
from being a nuisance to mechanics at the
Central Maintenance Garage and riders waiting
for buses, the over -spray can freeze during cold
temperatures, creating safety issues.
7. Central Maintenance Garage. The garage is
undersized and does not allow for pass -through
operation, resulting in vehicles needing to back
up. Its size and location on the site is not in
alignment with best practices for such a key
municipal operation.
8. Municipal Yard. The site north of E Miller St
serves multiple uses, including bulk material
storage for the Streets Division, and operational
storage for multiple other Jefferson City
Divisions. Unless a new location can be found
for the bulk materials, this site is off limits to
development for Transit Division needs.
9. Historic Lodge. On the west edge of the site
is an historic structure that once served as a
mason lodge. This building must be protected. It
is currently in a state of disrepair and will require
significant improvements, but has recently
been re -roofed.
10. Pedestrian Traffic. The current site design
has created several unsafe pedestrian traffic
conditions. Workers often travel from the
admin. facility across the street to the parking
lot to the west to park, and often travel across
Miller Street during breaks, crossing in front
of bus traffic. Also, the current arrangement
of the transit facility does not have protected
pedestrian routes away from the path of the
buses.
1 5
2 - Project Imperatives
On, July 1, 2021 the design team met with the
divisional leadership of the Jefferson City Public
Works Department to kickoff the Transit Facilities
Feasibility Study. At this meeting, the design team
surveyed the needs, wants and goals for master -
planning study and the individual facilities studied
within. From the information and insight collected
from the Jefferson City Public works leadership, a
set of 8 project imperatives was developed that will
serve as guiding principles for the feasibility study.
Throughout the study, the project imperatives will
be referenced to ensure the project is following the
overall wants, needs, and goals established by the
city and design team.
6
2.1 Project Imperatives
1. Design for change. Consider current needs in
context of predicted future industry trends and
design to create facilities that are flexible enough
to adapt. Consider trends in city population
growth and its affect on vehicle counts and
types.
2. Design for customer experience. Designing
with the customer in mind will allow the facility
to serve as an amenity for the community that
will greatly improve their commuting experience.
3. Design for worker health and well-being.
Design facilities with an awareness that the
occupants are essential workers. Focus on glare
free daylighting, acoustic controls, access to
ventilation and fresh air, and offer environmental
components and spaces that contribute to
workers feeling healthy and productive.
4. Design for achievability. Design pragmatically
with solutions to programmatic needs that
take into consideration implications on cost,
operability, and time frame to ensure a realistic,
achievable development.
Design for public safety and accessibility.
Consider the diversity and different abilities of the
community that the transit facilities serve and
create inclusive spaces that are easy, enjoyable,
and intuitive to access and use. Ensure that
pedestrians are protected from vehicular traffic
and other facility operations.
6. Design to improve operational functionality.
Conditions of the current facilities and their site
arrangements do not meet current standards
in regard to operation, ventilation, safety, and
size. It is imperative that the project provides
spaces and site arrangements that allow the
functions of the transit facility, bus barn, and
central maintenance garage staff to operate
in an efficient and safe way. Design spaces
with everyday practicality in mind, and provide
intuitive spaces that contribute to the efficiency
of the staff.
7. Embrace Sustainable Design. Understand the
implications of baseline and "code minimum"
thinking and consider strategies that prioritize
resource efficiency and carbon reduction. Plan
spaces that are prepared for the change to
electric vehicles and other alternative energy
sources.
8. Design for Resiliency. Design to maintain
continuous operation in the midst of the
aftermath of disasters. Design to adapt should
future emergencies dictate temporary uses
for the facilities. Design spaces within the
facility that can be used as storm shelters, and
provide spaces that can be adapted to meet the
requirements of future pandemics.
1 7
3 - Divisional Connections
3.1 Divisional Connections
The current location of the facilities being studied
is well suited to their operations. It is situated in
close proximity to the community it serves, and is
in a central location to all of its destination. However
it the current location is too tight to allow for proper,
safe operation and future expansion to respond to
growth or new needs.
The Transit Facilities Feasibility Study will look into
which operations must remain adjacent, and which
can be relocated to another site. Existing facilities
will be studied to see if they can be effectively
re -purposed. The goal is that the operation of
JEFFTRAN and Central Maintenance reflect current
and projected future best practices, and that the
facilities are located in strategic locations with
regard to inter -divisional connectivity.
3.2 Divisional Adjacency Diagram
PUBLIC
STAFF
----------------------
MUNICIPAL _
FUEL ISLAND
I I
I �
I �
WASH BAY(S) - —
I �
I I
------------------------
I
••• Is •:
JEFFTRAN Routes
I ,
I ,
I I
I
JEFFTRAN
Public Functions
I �
t
I ,
JEFFTRAN
I ,
Staff Functions
JEFFTRAN
BUILDING
t ,
t ,
t ,
t '
I '
t '
I '
t
I ,
I ,
I I
TRANSIT
BUS BARN
-----------------------
If CM is located at a different site than the Transit
facilities, it should have access to an adjacent wash bay CENTRAL
MAINTENANCE
GARAGE
Demarcation between public and staff spaces
Direct adjacency required
Direct adjacency preferred (i.e. single campus)
""........a Direct adjacency optional
-----------
----------- Critical groupings for optional operational flow
n
O
1 9
4 - JEFFTRAN Facility Needs Analysis
4.1 Operational Summary
Transit Division leadership and key staff were
I • • • • 0
interviewed to determine the needs of a new
, I
I JEFFTRAN Routes ,
Administration Building. It will house critical staff
PUBLIC
operations functions, as well as serving as the public
interface for JEFFTRAN by combining the existing
STAFF
Administrative and Transfer Facilities' functions .
, JEFFTRAN I
, BUILDING
I
Spaces will include administrative offices, staff
I
,
gathering and training spaces, support spaces,
"day
`
I MiUNIGIPttI
a drivers' room', public restroom, ticketing
I PUiAkO TELIS
and waiting aces. These last two will focus on
g s P
' TRANSIT I .
I I J I BUS BARN I °
creating a comfortable environment for customers
WASH 9# t% T I �
f. , ,---____-_- °
to purchase bus passes, transfer from one route to--------'
another, and wait for the bus. Bringing this function
I
into the Administration Building will give it a sense of
• • °
permanence, predictability and comfort. Clear lines
CENTRAL
MAINTENANCE
of sight from the public windows through the space
GARAGE
are critical for the safety and security of JEFFTRAN's
passengers.
The needs analysis factored in growth projections to
allow for future flexibility.
View of administrative facility from E Miller St.
10 1
4.2 Images of Existing Facility
F-
View of public restroom and transfer shelter from E Miller Street.
Front office.
Break room / meeting room / fitness area.
Dispatch office
Vestibule and public
access windows.
Transit Division Director's office.
1 11
4.3 Space Needs Summary - See Section 11: Space Standards for room plan examples
Administrative Spaces
# Size
Idiv. SF
TOTAL
SF
Notes
Vestibule
1
10'x10
100
100
Transit Director's Office
1
1
12'x16'
10'x15'
192
192
Operations Supervisor Office
150
150
Operations Assistant Office
1
10'x12'
120
120
Future Supervisor Office
1
10'02'
120
120
Training Shared Office
1
14'xl6'
224
224
Dispatch Office / Window
1
12'xl6'
192
192 for 2 people; one public, one private
Admin Assistant Office / Window
1
10'xl2'
120
120 adjacent to disp., but sound separated
Small Conference/ Meeting Room
1
12'xi 6'
192
192 up to 6 people
Training Room
1
24'x32'
768
768 seats 24-30
Break Room
1
24'x32'
768
768 up to 36 people
General Storage
1
10'x20'
200
200
Wellness Room
1
10'xl5'
150
150 with excercise equipment
Mothers Room
1
10'00'
100
100
Driver Lounge
1
16'x2S'
400
400 with tv, computer work area, seating
It Room
1
10'x1 o'
100
100 desk for cameras
Spare Uniform Storage
1
10,A 0'
100
100
Secure File Storage
1
101x10'
100
100
Office Storage
1
10'x10'
100
100
Work Room
1
10'x12
120
120 copier, central but quiet location
Janitor Closet
1
8'x8'
64
64 with mop sink, cleaning supplies, shelving
Mans Locker and Restroom
1
TBD
800
800 one locker per worker, next to restrooms, 30 Total workers
Womens Locker and Restroom
1
TBD
800
800 one locker per worker, next to restrooms, 30 total workers
Universal Locker/ Shower Room
2
10'x10'
100
200
Mechanical/ Stormsafe area
1
Flexible
1 1,331
1,331 with generator, must hold more than staff
l Transfer Facility Sp aces
Public Waiting Room
Public Restrooms
# Size Idiv. SF TOTAL SF Notes
1 25'x20 750 l 750 for up to 12 people
2 T-3"xlV 135 270
Interior Subtotal SF 1 8,531
Grossing Factor 25% 2,133
INTERIOR TOTAL SF 10 664
Outdoor Areas
#
Size
Idiv. SF
TOTAL SF
Notes
Outdoor Waiting Area
Outdoor Break Area
--_.._.. _.. ..._.. _.. _.-------"-`f
1
1
25'x30'
-'-------'---..—._
Flexible
750
Soo
750
._........_...----- ..-_-..._.....__..._
500
for up to 12 (per owner) up to 50 (per route max totals)
.................-------' —
near offices, sf based on area available
Bus Parking
5
70'-8 1/2- X 8' + 30' lane
2,371
11,855
with canopy and signage, saw tooth recommended
Employee Parking
40 9' x 18' + 112 of 27' drive
1 1 1 S'xl 5'
270
10,800
1 per each employee on largest shift
Trash / Recycling Area
225
225
size may vary
Exterior Subtotal SF
24,130
Site circulation 150%
36,195
EXTERIOR TOTAL SF 60,325
TOTAL AREA SF
70,989
OPERATIONS ADMINISTRATIVE
Gerry Stegernan, Glenna Vernon,
Supervisor Assistant
Maurice Burnley,
Assistant
2 Dispatchers,
Comrn Operators
12 1
BUS DRIVERS SERVICE WORKERS
20 Bus Drivers 3 Bus Barn Staff
TRANSIT DIVISION
1
Mark Mehmert, Director
Transit Division Org. Chart
4.4 Adjacency Diagram
NO
i— — — — — — — — — — — — — — — — — — — — — — i
( Transit Stops (x5) I I
TBD
---- — — — — — — — — — — — — — — — — — — — — — --
Public Entry I Outdoor Waiting
TBD
PUBLIC
STAFF
To
Bus Barn
Asst.
Super. ♦-- 0 Super
150 sf 120 St
Director's Mech/
Office Storm
200 sf TBD
Future Office
Office Sto.
120 sf 100 Sf
I l
I
Secure
IOutdoorl
I Break l
TBD
I
I l
I l
I l
i
jbic
l
Public Waiting l
750 sr I
1 Public 1
1 Windows 1 — — — — — A
Admin. Dispatch
Assist A - — —
i 2: si 100 sf I i
I 1
I
Smaii
Work Dispatch Conf.Ro
I I V J
120m 200 sf I I W
IT LL.
100 Sf Training I LL.
Office
i H I O
File ° 225 st:
100 sf �
I
I
Break Room 0 Training Room
750 sf 750 sf
Driver
Lounge
400 sf
Womens Locker
800 sf
I
W
i
I
Z
LLJ
Jan.
I
Gen. Univ. 04 sf
Wellness
Stor. Stor. 1
150 sf
200 sf 100 sf I
Q
LL<
LL,
Mother's
100 sf
I
Shower
Mens Locker
100 sf
800 sf
I
Univ.
Shower
100 sf
1 13
5 - Bus Barn Needs Analysis
5.1 Operational Summary
Transit Division leadership and key staff were
interviewed to determine the needs of a new Bus
Barn, which will remain dedicated to the Transit
Division. The interviewees expressed a need for the
facility to be upsized by 20% and for a secure office
for counting fares; needs analysis revealed that more
storage and support space is needed to properly
house the fleet and provide minor maintenance. Final
recommendations were determined using growth
projections and industry standards / best practices.
The new facility should be flexible enough to allow
for shifting vehicle sizes and eventual adoption of
electric vehicles.
5.2 Vehicle Inventory Summary
---------,
•00 t0,:
I
JEFFTRAN Routes
,
PUBLIC
I
,
I
STAFF
I
I
I
JEFFTRAN
I
I
BUILDING
I
I
I
rva �nvcir-AL
lu
_ t I
®.I
FUEL ISLAND
1 TI
I
I
I I
I J I
TRANSIT
BUS BARN
I
1
AY(ti)
►T l
—
— — —•
CENTRAL
®. .
MAINTENANCE
GARAGE
L
Bus Barn Storage
Vehicle Count ( Number based on growth projections)
Vehicle Type
0 yr/ Current
10 year
30 year
50 year
Large Vehicles (15'x40')
12
13
13
13
Medium Vehicles 15'x32'
10
11
11
11
Small Equipment 10'x20'
8
8
8
8
Total
30
32
32
32
View from the southeast.
14 1
r
N
5.4 Bus Barn Space Needs Summary
Bus Barn Interior
# Size
��iv.
TOTAL SF
Notes
Secure Office
1
10'x12'
120
120
for fare count and repairs
Secure Storage
2
10'x20'
200
400
Restrooms
2
10'X10'
100
200
Mechanical/ Storm Safe
1
1 O'x2O'
200
200
Storm Shelter
1
1O'x10'
100
100
Bus Storage - Large
13
15'x40'
600
7,800
20% more, currently have 20 spaces, 24 desired
Bus Storage - Medium
11
15'x32'
j 480
j 5,280
Bus Storage - Small
8
10'x20'
200
1,600
Mezzanine Storage
1
TBD
TBD
TBD
I Maximum 1/3 of open storage area (IBC)
Interior Subtotal SF
15,700
Circulation @ 25%
3,925
INTERIOR TOTAL SF
19,625
Bus Barn Exterior Exterior
#
Size
SF
TOTAL SF
Notes
Storage Tanks
Fuel Island
Wash Bay
3
1
1
1 O'x20'
200
600
30'X50'
1,500
1,500
52'x136'
7,072
7,072
Employee Parking
10
9' x 18' +1/2 of 24' Drive
270
2,700
Trash/ Recvlinci Area 1
15'x15'
225
225
Exterior Subtotal SF 12, 997
--- c _............:
Site circulation @ 150k 18,146
EXTERIOR TOTAL SF 30,243�
TOTAL AREA SF 49,868
OPERATIONS ADMINISTRATIVE
Gerry Stegeman, Glenna Vernon,
Supervisor Assistant
Maurice Burnley,
Assistant
i 2 Dispatchers,
v Comm Operators
16 1
BUS DRIVERS SERVICE WORKERS
20 Bus Drivers 3 Bus Barn Staff
TRANSIT DIVISION
1
Mark Mehmert, Director
40-0k,
.JANITOR
Transit Division Org. Chart
5.5 Adjacency Diagram
------�
� Mezzanine � General
Storage Stor.
Above — 200 sf
A
A
0
0
Secure Storm
Stor. 100 sf
200 sf
A
0
0
A
To Employee Parking
Mech. Univ. Univ. Secure
TBD RR RR Office
100 sf 100 sf 1
B A
A
A
B
A
A
B
To Fuel Island
C
B
C
C
B
C
C
B
C
C
B
C
C
B
C
-iim iL
A:
Large Vehicle Parking
Q 600 sf ea. x 13
= 7,800 sf total
B:
Medium Vehicle Parking
Q 480 sf ea x 11
= 5,280 sf total
C:
Small Vehicle Parking
@200sfeax8
= 1,600 sf
1 17
6 - Central Maintenance Needs Analysis
6.1 Operational Summary
Central Maintenance is a highly specialized operation
that services vehicles from multiple Jefferson City
Divisions, including Transit, Fire, Police, Streets and
others. Interviews were completed with Central
Maintenance leadership to determine current and
future needs. The operation has been performing
admirably in its existing location, but a number of
factors related to the facilities location on the site
are counter to best practices.
Central Maintenance has a need for large and
small vehicle service bays. The number of each
bay and final size would be based on workflow and
maintenance practices, number of maintenance staff
and organization of those staff, and overall count of
serviced vehicles. Specialized equipment storage,
parts and material storage, as well as personal tool
storage, is required to support the primary activity
of each service bay. Certain specialized bays such
as welding and tire service are also needed. Final
recommendations were determined using growth
projections and industry standards / best practices.
See Section 12 for methodology calculating number
and sizes of vehicle bays.
View of garage from the northwest.
18
Central Maintenance staff need to be provided
with administrative and personnel support spaces.
These include private offices and a tech desk area,
a break room with training facilities, restrooms and
locker rooms based on current and projected staff
make-up, and other function support spaces such
as IT closet, general storage, janitorial and building
mechanical equipment room that may double as a
storm safe room.
PUBLIC
STAFF
I
I
, I
I
•o• 60a ,
JEFFTRAN Routes
I ,
I ,
I
I I
I I
I ,
! J[=Fnaar! I
BUILDING
I
I ,
I I
J I TRANSIT I
BUS BARN I
`__—
,, . .
C:rNTRAL
bi :!NT=PlilNCE
3ARAC;r
6.2 Images of Existing Facility
Interior view of CM garage.
CM supervisor's office.
CM parts tech's office.
Misc. CM storage
CM garage mezzanine
Tech Service desk
CM Parts room.
i
CM break room / meeting room
1 19
6.3 Requested Adjacency Diagram
I Univ. Womens
Break Room Super Locker Locker & RR
Outdoor 500 sf 80 sf 100 sf 385 sf
Break::
TBD
IT Office Jan. Univ. Mens Locker
I 48 sf Sto. 100 sf Locker & RR
I ` 100 sf 100 sf 435 sf
.------------------
! Parts Storage Mech/ Storm
1500 sf Safe Room '
I TBD '
Loading
Dock I ---R .
Fluids Parts Tech
Storage Office Desk Tire Storage
375 sf 1K si 120 sf 800 sf
A: Large Service Shops A I
@ 1,456 sf ea. x 8 i
= 11,648 sf total R
B: Tire Service Bay i I
= 800 sf
C: Welding & Service Bay I i
= 2,560 sf i
Total building sf = -----
68,008 sf
Tool General General Mezzanine I I
Stor. Stor. Stor. Storage I !
200 sf 200 sf 200 sf ; Above I I
)
I
Drive Thru Indoor Wash Bay
7,072 sf
1
20 1
To 6nployee Parking
6op"l-'e have, 3140 :
ci!amarnatically All hays hall
To Vehicle Staging
Drive Thru
6.4 Recommended Adjacency Diagram
Univ.
Womens I
V
Break Room
Super
Locker
Locker & RR
W
Outdoor
50C sl
180 sf
100 sf
385 sf (
U
Break
BD i
To Employee Parking
IT Office
Jan.
Univ.
Mens Locker
LL
48 sf Sto.
100
100 sf
Locker
100 sf
& RR
O
sf
435 sf i
Parts Storage
1500 sf
I I
Loading
� Dock �
Fluids
Storage
1 375 sf
A: Large Service Shops
@ 1.456 sf ea. x 10
= 14,560 sf total
B: Small Service Shops
@704sfeax8
= 5,632 sf total
C: Tire Service Bay
= 800 sf
D: Welding & Service Bay
= 2,560 sf
Total building sf =
79,621
Tool
Stor.
200 sf
Drive Thn.
A
A
A
A
A
A
A
W
Mech/ Storm
Safe Room
TBD
sk Tire Storage
800 sf
C
General General i4 ezzanine
Stor. Stor. I Storage
200 sf 200 sf Above
Indoor Wash Bay
7,072 sf
M
TOT To Vehicle Staging
V
Drive Thru
1 21
6.5 Central Maintenance Requested Space Needs Summary
Administrative Spaces # Size
Idiv.
TOTAL SF Notes
Vestibule 1
10'x10'
100
100
Supervisor Office
1
12'x15'
180
180
up to 4 people in office
Parts Room
1
30'x50'
1,500
1,500
with loading dock to outside and forklift access
Parts Office
1
10112'
120
120
potentially with tech service desk
Tech Service Area
1
10'02'
120
120
could be in parts office or separated area
Janitor
1
10'x10'
8'x6'
100
100
IT
1
48
48
Break Room
1
20'X25'
500
500
for 10-20 people, training, muster ect.
Mens Locker Room
1
TBD
435
435
for 12 Men
Womens Locker Room
1
TBD
385
385
for 5 Women
Universal Locker Room
2
10`X10'
100
200
General Storage/ Supply
1
10'x10'
100
100
-- 7Idi I
Service Bays # Size "IV SF Notes
Welding
and
ga Fabrication Bay ; 20'x40' 1,456 12,368 5 drive thru, 14'-1 6'doors, 2 bays w/ stationary 1 w/.pit lift
Large Service Bays 8 26 x52
2,560 2560
y 800 800
Indoor Wash Bay 1 I 52xl 36' 7,072 7,072 power washer, degreaser, parts cleaner, solvent barrel capture
I
Shop Storage
#
Size
SFry
TOTAL SF Notes
Bulk Fluids Storage
1
15'x25'
375
375 - adjacent to parts room
----'-----
Tire Storage
'—
1
---._.
_____ ._.._--
20 x40'
800
------ . ..----_ _. .. _. .._......_....--
800 I could be in mezzanine, adjacent to parts room and dock
Tool Storage
General Storage
1
2
10'x20'
10'x20'
200
200
200 -
400 jack storage, AC machine storage -
Mezzanine Storage
1
TBDI
TBD
TBD w/ compressors; max 1 /3 of open storage area (IBC)
Mechanical/Stormsafe area
1
TBD
TBD
5,329 15%of supported
Interior Subtotal SF 1 33,692
Circulation @ 25%1, 8,423
INTERIOR TOTAL SF 42,115
Exterior Areas # Size Idiv'SF TOTAL SF Notes
Outdoor Break Area 1 TBD TBD _ _ 500 near offices, sf based on area available
Employee Parking 15 9' x 18' +1/2 of 24' Drive 270 4,050 1 per each employee on largest shift + 5 visitor
-------L-a---- — -----------.. -----. __
Stagng Packing -Large Spaces 4 20'x45' 900 3,600
Staging Parking -Medium 4 12'x24' 288 1,152
Staging Parking -Pick-up 4 10'x20' 200 800
Trash/ Recyling Area '� 1 ' 15'x15' 225 225 at can vary
Exterior Subtotal SF 10327
Site circulation @ 150% J 15,491
EXTERIOR TOTAL SF 25,818
TOTAL AREA SF 67,933
22 1
OPERATIONS
DIVISION
1
Britt E. Smith, PE,
Division Director
1
CENTRAL
MAINTENANCE
I
Shawn Stumpe,
Supervisor
I
MECHANICS PARTS STORAGE
Keith Haslag, Keith Rademan,
Lead Mechanic Parts Clerk
a
5 - 6 Mechanics
Central Maintenance Org. Chart
6.6 Central Maintenance Recommended Space Needs Summary
Administrative Spaces # Size Idly SF TOTAL SF Notes
Vestibule 1 10'x10 1 100 100
Supervisor Office 1 12'x15' 180 180 up to 4 people in office
Parts Room 1 30'x50' 1,500 1,500 with loading dock to outside and fork lift access
Parts Office 1 10'x12' 120 120 potentially with tech service desk
Tech Service Area 1 10'x1 T 120 120 could be in parts office or separated area
Janitor 1 10'x10' 100 100
IT 1 8'x6' 48 48 -
Break Room 1 20'X25 500 500 for 10-20 people, training, muster ect. with kitchenette
Mans locker Room 1 TBD 435 435 for 12 Men
Womens Locker Room 1 TBD 385 385 for 5 Women
Universal Locker Room 2 10'Xlo, 100 200
General Storage/ Supply 1 10'x10' 100 100
Service Bays # Slza Idiv. SF TOTAL SF Notes
-------------- --I— --- do--------------wi
Large Service Bays 10 28'z52' 1,456 14,560 5 drive thru, 14'-16' doors, 2 bays w/ stationary lifts, 1 w/pit lift
Small Service Bays 8 22'x32' 704 5,632
Welding and Fabrication Bay - 1 - 32'z80' 2,560 --2,560 - -
TireServiceBay 1 - -- 20k40'800
Indoor Wash Bay 1 52'xl36' 7,072 7,072 power washer, degreaser, parts cleaner, solvent barrel capture
Shop Storage # size Idiv SF TOTAL SF 1 Notes
Bulk Fluids Storage
1
15'x25' 375
20'x40' _ 800
375
800
adjacent to parts room
could be in mezzanine, adjacent to parts room and dock
ck storage, AC machine storage
/ compressors; max. 1/3 of open storage area (IBC)
--
%o(supported
Tire Storage
1
Tool Storage
General Storage
1
10'x20 200
10'z20 200
TBD TBD
_ 47011a
2
Mezzanine Storage
1
Mechanical/Stormsafe area 1 TBD TBD
• Interior Subtotal SF
42,983
Circulation@25%
10,746
INTERIOR TOTAL SF
1 53,729
Exte ron A are s
#
Size
Idiv. SF
TOTAL SF
Notes
Outdoor Break Area
1
TBD
TBD
500 near offices, sf based on area available
Employee Parking
15
9' x 18' /2/2 of 24' Drive
270
4,050 1 per each employee on largest shift + 5 visitor
Staging Parking - Large Spaces
4
20'x45'
900
3,600
Staging Parking - Medium
q
12'x24'
288
1,152
Staging Parking -Pick-up
q
10'x20'
200
800
Trash/ Recyling Area
1
15'xl 5'
225
225 sf can vary
Exterior Subtotal SF
10,327
OPERATIONS
_
Site circulation @ 150%
15,491
DIVISION
EXTERIOR TOTAL SF
25,818
1
r
TOTAL AREA SF
79,546
Britt E. Smith, PE,
Division Director
1
CENTR.L'L
MAINTENANCE
1
Shawn Stumpe,
Supervisor
MECHANICS
I
PARTS STORAGE
Keith Haslag,
Keith Rademan,
Lead Mechanic
Parts Clerk
e
5 - 6 Mechanics
Central Maintenance Org. Chart
1 23
7 - Fueling Station Needs Analysis
7.1 Operational Summary
Jefferson City has two fueling stations, one at the
E. Miller site and one at the Hyde Park site. A needs
analysis revealed that a new Fueling Station would
benefit from longer spacing between pumps. Further
discussion in future phases will inform whether
tanks are above or below -ground, and what types
of products will be made available, i.e. unleaded
gasoline, diesel, clean diesel, biodiesel and DEF.
7.2 Image of Existing Facility
�-y
------------
View from the southeast.
24
----------�
I
JEFFTRAN Routes
I
PUBLIC
I
I
STAFF
I
I
I
JFFFTRAN
I
I
BUILDING
I
I
I
I MUNICIPAL
I -
I
•
I FUEL ISLAND
%I
l+',
I
I
I
TRANSIT
'
I
WASHBAY(,Sj
I
J I
BUS BARN
I
I
�•
\
1
\ T
�----------
CENTRAL
MAINTENANCE
GARAGE
7.3 Fuel Storage Tank Diagrams
Below Ground Tank
Typical Notes:
• Fuel accommodated on both sides of the island.
• Tank venting integrated into canopy.
• All piping and connections are underground.
• Leak detection and spark
protection fully integrated.
Above Ground Tank
� 28'-0"
I
I
I_ J
• Electrical power source from main building.
• Emergency shut off no closer than
20', no further than 100'.
Typical Notes:
• Location must be reviewed
with fire authority.
• If located within 20' of
a building, double wall
CO rated tanks and building
rated walls are required.
• Emergency shut off is
integrated with tanks,
unless tanks are more than
100' from dispensing.
1 25
8 - Wash Bay Needs Analysis
8.1 Operational Summary
The needs analysis for the Wash Bay revealed that
a new facility will need to be constructed to properly
wash vehicles. The Wash Bay will serve multiple
Divisions, and will need to have controlled access,
with after-hours access. Future discussions will
help determine if additional functionality should be
included, including an area for minor maintenance
and fluids check.
If Central Maintenance is located at a different site
than the Transit facilities, both shall need a dedicated
wash bay.
8.2 Image of Existing Facility
v�r%•
View from the northwest.
26 1
JEFFTRAN Routes
I I
1
PUBLIC ' r
STAFF I I
I
I aEFFTRAN I
BUILDING 1
I I
1 1
1 1
I MUNICIPAL I I
I FUEL ISLAND 7_1 M + I
I i i TRANSIT I
WASH BAY(S) Y r , BUS BARN /
\ / �_'---------
CENTRAL
MAINTENANCE
GARAGE
8.3 Wash Bay Space Needs Diagram
30'-0" 41
Ilk
Automated Wash system:
Touchless system illustrated, a touchless
system is required if accommodating
multiple vehicles. Length can be reduced
if driving directly into storage.
Wash Equipment Room:
Location forwash equipment and building
equipment with in floor heat boilers,
pressure wash units, and dedicated
electrical panels. Equipment room
should have forklift access for delivery of
chemicals. Automated wash equipment
shown.
Pre -Wash:
Critical space if utilized by any vehicles
other than buses. Allows for hand
washing and large volume/ high pressure
to clear off ice and dirt. Dual want, trolley
guided washing in this area. 45' pre -
wash recommended to accommodate
buses, but can be shortened if only for
other vehicles. This space will include
a wide and deep trench drain to collect
sediment before flammable waste trap
and sanitary exit.
Automated dryer
Automated wash tire guides
Automated wash rinse arch
Automated secondary arch
activation wand or in floor loop
Automated undercarriage/
chassis wash
Automated secondary arch
activation wand or in floor loop
Automated wash overhead rinse
and detergent dispensing arch
Automated wash activation
or in floor loop
1 27
�A!
9 - Site Flows
9.1 Site Flow Summary
Initial flow analysis of fleet vehicles and public
interaction suggest that locating the Administration
Building, Bus Barn, Fuel Island and Wash Bay on a
single campus is beneficial. It is not critical that
the Central Maintenance be located on the same
campus provided that they have access to a Wash
Bay of their own.
28 1
9.2 Divisional Site Flow Diagram
JEFFERSON CITY
I
I
I
i
I
I
PUBLIC I
STAFF
i
i
i
I
I
I
I
I
MUNICIPAL
I ; FUEL ISLAND
1 �
1
----------------
••• ••0
JEFFTRAN Routes I
I
I
I
I
JEFFTRAN — —
Public Functions
I
JEFFTRAN
Staff Functions
1
JEFFTRAN
BUILDING
I
I
I
I
I
I
I
I
I
' I
I
1
TRANSIT
BUS BARN ,
I
------------------
ENTRAL
MAINTENANCE
GARAGE
Public flow - purchasing bus passes, waiting, and outdoor Bus Transfer.
n
Transit daily flow — leaving Bus Barn, picking up riders at Bus Transfer Area, running routes, returning at end
of day, fueling, washing and storage in Bus Barn.
Transit maintenance flow — buses' intermittent trips to the Central Maintenance Garage.
Municipal Fueling / Washing flow — municipal vehicles requiring fueling and/or washing.
Municipal Maintenance flow —municipal vehicles receiving maintenance/repairs (many times after awash.)
1 29
10 - Site Surveys
r r r i sxv�
r t �
PL.v t t t •t
--------------------—------- ----- -- ---
Pa ,x M Wh[6n P";Y,
10.1 E Miller Site
East Miller Street cuts through the site splitting it into north and south lots. On the southern lot, the existing
Administrative Facility, Central Maintenance Garage, Transit Shelter, Transfer Waiting area, and fuel island
are all housed. Just south of the street and sidewalk is a large retaining wall that surrounds the yard and
drive for the Central Maintenance Garage and Bus Barn, and their accessory functions, resulting in ground
level being 10' -15' below the grade of the sidewalk and street. The Administrative Facility is connected to the
Maintenance Garage, and can be accessed through it or via E. Miller street (it is below street grade and must
be accessed by ramp or stair.) The current grades prevent easy street access, and belittle the facilities' street
presence.
30
0
lu
I
MAINf�4NC i� , ,1.1111 I
-4s+_iiCoi2. FIN, F-. II
C, IS � ` I'.Illtll'III III
I I J I I I I I Ili
Ija IIlillllllllll
` I I.II Illjl�llll�ij I
i� � ��.,i�Y� 'IIIIIIIIIIII II III �I I III
- � - SW •� \ill'lll IIII l'lllll I IIpI
ry �. '❑ III II I1111111111
a I II IIII IIII III 'll IIII
--------- - � I i I I'll II I I III I II11j11
__------- illilt i�lf ii li IIJI
II ,[II
bid
= TO to 50DI)w
mom, xi- GREw-CF-Me. lal ENor'sllc M7l DE %ABED ti
1�*.IALL M y, .,, GRADING PI .AN
SCALE, "-20�4' T.S.
The land to the north of E. Miller Street serves as a municipal yard for multiple divisions of Jefferson City
Public Works including bulk material storage for the Streets Division, and operational storage for other
Jefferson City Divisions. However, the east portion of this area is under-utilized, and if all the storage bins
and other streets functions could be relocated to a proposed location approved by the city, the site could be
utilized for this study. This portion of the site is mostly flat, and is bordered by a retaining wall to the north
and east. On the western edge of this area is a historic structure that currently functions as a mason lodge.
This building must be protected and has been proposed in previous studies to be remodeled and used for
municipal administration functions, but that presents several challenges, mainly ADA.
1 31
I �s
10.2 Hyde Park Site
The site at Hyde Park houses multiple municipal division spaces including the
Streets Division facilities, the Sewer Division facilities, and Fire Department
training and storage facilities. The north of this site is dedicated to the Streets
and Sewer division buildings and their site storage, and those facilities are
newer and well suited to their needs. The site is located in a strategic area of
the city, and is effective for the divisions that use it.
The southern part of the site is a large concrete pad that the fire department
uses for training, with a large 2 story brick burn tower at the edge. Adjacent to
this pad are several zones of training equipment, such as simulated trenches
and confined space simulators. While this site is currently used by the fire
department, the large concrete pad has been suggested as a potential
location for the Central Maintenance Garage if it were to be relocated away
from the E. Miller site.
Legend
1. Concrete Pad -Used for fire department training, but has been suggested
as a possible location for Central Maintenance Garage
2. Streets Division Facility - This facility houses the various divisional
operation spaces for the Streets Division. It is a newer facility, and well
suited for their needs.
3. Wastewater Division Facility - This facility houses the various divisional
operation spaces for the Sewer Division. It is a newer facility, and well suited
for their needs.
4. Fire Department Apparatus Storage Building
5. Fire Department Burn Tower - This building is a 2 story brick building that
is used for training by the fire department. It has been suggested that this
could be removed and relocated.
6. Retention Basin - This area currently serves as a retention area, but can
be regraded and reused for other functions.
7. Greenway Trails
8. Fire Department Training Zones
9. Flood Plain
10.3 FEMA Flood Plain
J f�1 i
[il
PROR-= 6ASE6
s
JE AE RYDE PARK RD
11
1.
NE
I f,
1 33
Jefferson City Transit Facilities Feasibility Study
Task 3 Test Fits
11 Oct. 2021
JEFP.
DAKE I WELLS
architecture
E Miller Site
0
4,9 . 14
1 Administration Building 8
2. Transit shelter
3. Transfer area
4. Bus barn
5. Fuel Island
6. Wash Bay
7. Central Maintenance
Garage
8. Municipal Yard
9. Historic Lodge
10. Pedestrian Traffic
WIWI
W-1 -
MW
14
t IV
I
m
uj
qw
0
Existing
i
CID�
Cow
LODGE
------L=
I EXIST. FUEL
1.331 sa ft
i
EXIST. BUS BARN
11,264 sq ft
i
,
EXIST. BINS
EXIST. BINS 3,793 sq ft
5,369 sq ft EXIST.
GARAG
,212sgft I
I
SALINE
TANKS
EXIST. SHED
6,599 sq ft
MST. WASH ,
1,331 sq ft
EXIST. CW
JEFF TRAN
12,040 sq ft
"Note: Lodge appears to utilize a drive lane that extends beyond its property line. More I I
direction needed as to what the requirements are for Lodge operation.
0 20' 50' 100'
JeffTran Program
Adm,nrstraove Spaces a
Sae
Idiv. 5F TOTAL SF Noms
Vestibule 1
10'.10'
10D
100 .
tMet D'uec ,Once 1
12'x16
192
192
-- .. -
OpraEms $uperveer ORire t
10'x15'
150
150
I Operabwo AseiMm Office 1
10'.12'
120
120
,I Futum Supervisor Ogcv 1
10'n12'
120
120
—_.
I Troinkg Shared OlRce 1
141x16'
224
224
! Deptch O(fiw / Wawlow 1
12'.16
192
192 for 2 people one plelic, private
Ad— Aepstanl Off- /Window 1
10'.12
120
120 djacertw dsp., but somdsep rated -'
SmaO Gonlann<eI Meat rg Room 1
12'.16
192
192 up to 6 p pl
T Ng Room I
24'.32
1.
168 seats 24 30
I Bteai[ Room
24'.32
768
768 up to 36 pople
G I Storage t
10'..20-
20D I
200
i�elfnea Room 1
10•.15 _
50
150 with excercrsc equ pment
-
Mot .Room I
10'.10
1000
�Lravtge t
76.25
400
4W 1whh W.compularwarkarea,saating-
! It R .. I
-- 10'.10
100
100 desk for camerea
-_Spa U .form Storage 1
10'.10
106
Sec F.I.Storage 1
1&10
Office Storage 1
10'.10
llq,
work Roont f
10'a12.
120 _.._
720i �apar. rxntral but quint loco,,.
Closet 1
1I-,— _
8'.8
--- -.
64
wlr mop k cbanng pPl holy g
64 R
_._ _ --
mem bdtar and Rvatsoom I
TBD
800
8W na locks p le. morm, 30 ToW worka_n-1
Wonwm Led ,,d Restroan 1
TBD
am
800 cafe locker per worker, nen to restrooms. 30 total workers
_
Universal laded Shower Room 2
_ 10'.10_
100
-
Mechanical/ Stom4afe area 1
Flexible!
_
1.331
/,331 .with gasreromr. mart held moro then stag J
Transfer FacWW Spaces a
Sloe
Idv.SF TOTAL SF Notes
Pvbiic W-,ng Room 1
25'x20
750
750 for vp t0 12 people
Public Resvooms 2
9' 3'.18' _
135
270
I
medv Subtotal SF
8.531
--
Gmssfng Factw25%
2,133
INTERIOR TOTAL SF
10,664
Otldoor Areas a
Sae
Id, SF TOTALSF Notes
j Ouodow Waiting Area 1
25'.30'
750
750 for vp to 121pr owner) up w 50 (jeer route max totalel
Oudeor Brook Amer I
Fie.ible
500
n r-Tks-, sf based on area available
Btn Parking - - 5
70'.8 112' X 8' . 30' 1...
2,371
_500
11.111 w4h canopy and sig,,eq, saw tooth romm—rded -
_�°y"eParting_ 40
9'x 18'-1/2 of 27'drivc
270
10,800 lper each employee on largort ship_
Trish /Recycling Area 1
15'.15'
225
225 sae may vary .
E#ehw Subtotal SF 24.130
Site circulation O 150% 36.195
EXTERIOR TOTAL SF 46
F"tc ET'y
PUBLIC
STAFF
TOTAL AREA SF 70,989 TO
-- --- ---- — - - firm tier.
.---- -- -------- --- -- - - -,
Transit Stops f157 I I
rya
I TED
I
li
W
�----------- - - - - - - - - -
-
i I
z
Otndoor Waiting
aD i I
Y.
1 PtriOo 1
Sup x t1s—i
15C a' W
1
Dirsptot'. 11AwW
Offlce Storrs)
,Go of
Flmtev Office''
Office Sto. File
120 mi 100 of 100 tf
I
I Settee 1
IOutdo�
I Break
I TBD I
Break Room
50 of
�� WeWteea
LDunge 150 21
4W 8f
Womens Locker
a-0 3f
Mother's
10n a1
Univ.
Shower
0w f
Univ.
Shower
. cf
I
I
VJ
I I //W��
1 V
i Ia
LL
! 0
I
7
i
I
Training Roan I
I
I
Jan. 1
Gen. Univ.
Sw Star_
SR^. of 11Jn e1
,
I
I
I
. I
Mane Locker
I
800 xa
I
I
I
V/
W
f
W
Q
LL
(LL
V/
a
Bus Barn Program
Barnenine
Bus Barn Interior
N Size
Idiv.
TOTAL SF Notes
Yea
CiWearHl SwumSF Sr-;n: rb;c
(
Storage
n.
Stor_ Styr.
Secure Office
1 10'x12'
120
120 for fare count and repairs
p
I
1 .. T==
/ 200 of
Secure Storage
2 10'x20'
200
400
Restrooms
2 10'X70'
100
200
Mechanical/ Storm Safe
1 10'x20'
200
-
200
Storm Shelter
1 10,00'
100
100
Bus Storage • Large
13 15'x40'
600
7.800 20% more, currently have 20 spaces, 24 desired
Bus Storage •Medium
111 15'x32'
5,280
Bus Storage - Small
8 10'x20'
_480
200
1,600 - _ 11
A
A B
Mezzanine Storage
1 TBD
TBD
TBD Maximum 113 of open storage area (IBC)
Interior Subtotal SF
15,700
A
A B
Circulation 0 25%
3,925
INTERIOR TOTAL SF
19,625
A
A B
Bus Bam Exterior
N Size
SFry
TOTAL SF Notes
Storage Tanks
3 10'x20
200
600
Fuel Island
1 30'X50'
-52'xl36'
1,500
- —
1,500
A
/t B
!"l
Wash Bay
1
7,072
7.072
Employee Parking
10 9' x 18'
ai/2 of 24' Dnve 270
2,700
Trash/ Recyling Area
1 15'xl5'
225
225
A
-
A
Exterior Subtotal SF
12,097
Site circulation 0 150%
18.146
EXTERIOR TOTAL SF
30,243
BUS STORAGE
TC Pi/Bl laland
:ev— mys nt-- o u,—ww c Lv All
TOTAL AREA SF
49,868
gat: rmvne-.-e11—Itru—I t lay
To F_nlployae Pur,Jng
Uni,
F;i RF
A
B
C
B C
B C
C
B C
B C
A: Laage venicla Parxtng
OBWar0&xis
7.8W of total
8: Medium Vettlole Patktng
0490 at ea 11
= 5,2110 of total
C: SM211 Veniole Panting
0200at eax8
= 1.BW a1
E. Miller Opti
• CM at hyde park
• Bus barn, Jefftran
facility (transfer facility
and admin) on south
side of E Miller
• Bulk Bins rearranged
on N E Miller
-Fuel Island and wash
bay on N E Miller
-Property Lines of lodge
needs to be verified
-Verify lodge access to
east
-Staff parking and bus
barn operations would
need to be coordinated
-Power will need to be
buried for sawtooth bus
parking
-Minimum street width
needs to be verified
WASH BAY
5,081 sq ft
FUEL ISLAND
SALINE
m� TANKS
STRTS
BULK
BINS
STRTS BUILDING
6,968 sq ft
0 20' 50' 100'
E. Miller Option 1 --� $Fr�ft -
Bus Circulation ® t
1. End of day path
2. Fuel
3. Wash
4. To bus barn
5. Exit bus barn next day
W=
= 0- � FUEL ISLANDct) q
Ln — _ _ -SA�IPdE� O
r j ago �J TANKS
X n I
__j
II
STRTS BUILDING 1 1
— 6,968 sq It 1 1
LODGE
------------�___
0--�--y----------------------�,-
1
*----------- - - - - --
5
BUS BARN-
17,480 sq ft
STRTS
BULK
BINS
JEFFTRAN ABOVE
10,580 sq ft
PARKING BELOW
0 20' 50' 100'
E. Miller Option 1:
Turning Radius Study
WASH BAY
5,081 sq ft
FUEL ISLAND
-f SALINE
o { TANKS
�J STRTS
r- - -� 0 BULK
BINS
STRTS BUILDING
6,968 sq ft
0 20' 50' 100'
E. Miller Option 1
Staff Vehicle Route
WASH BAY
5,081 sq ft
FUEL ISLAND
SALINE
TANKS
0 �
STRTS BUILDING
6,968 sq ft
1
� Z
-----------------------
I
BUS BARN I -
17,480 sq ft
N
STRTS
BULK
BINS
JEFFTRAN ABOVE
10,580 sq ft
PARKING BELOW
0 20' 50' 100'
E. Miller Option 1:
Streets Vehicle Route
o
_Cr
►
cn cn)
1
i
Cnac
w LO
► T
1 I
WASH BAY
5,081 sq ft
FUEL ISLAND
SALINE
TANKS
STRTS
BULK
_ BINS
► I STRTS BUILDING �
— — — 1 6,968 sq ft I 1
(' (n I 1
LODGE ,1 ► I
1 1
I I
I
BUS BARN
17,480 sq ft
\1
JEFFTRAN ABOVE
10,580 sq ft
PARKING BELOW
0 20' 50' 100'
E. Miller Option 2:
• CM at hyde park
• Bus transfer facility and
admin on south side of E
Miller
-Move bus barn to north
side of road
• move bulk bins to south
side of the road
-Requires costs
associated with Streets
operation relocated to
south of Miller
-Power will need to be
buried for sawtooth bus
parking
-Minimum street width
needs to be verified
®Alternatively if we
couldn't park to the east
of jell tran we could do
an arrangement similar
to Option 1, but that does
mix Streets vehicles and
staff parking
WASH BAY
5,081 sq ft
m
FUEL ISLAND
LODGE::]
BUS BARN
16,800 sq ft
0 20' 50' 100'
E. Miller Option 2:
Bus Circulation
1.
End of day path
2.
Fuel
3.
Wash
4.
To bus barn
5.
Exit bus barn ne)
(31-- WASFLBAY-- ---►
5,081 sq ft
1J
` � I
FUEL ISLAND
5
I
LODGE
-- "—— -- —
BUS BARN
16,800 sq ft
0 20' 50' 100'
F-
(r)
E. Miller Option 2:
Turning Radius Study
WASH BAY
5,081 sq ft
- r IFUEL ISLAND BUS BARN
16,800 sq ft
LODGE
0 20' 50' 100'
E. Miller Option 2:
Staff Circulation
WASH BAY
5,081 sq ft
FUEL ISLAND
Uj
LODGE n
BUS BARN
16,800 sq ft
0 20' 50' 100'
m
E. Miller Option 2:
Streets Vehicle Circulation
WASH BAY
5,081 sq ft
-----------------
RELOCATED STREETS
20,312 sq ft
BUS BARN
16,800 sq ft
E. MILLER
-- -- -r-T _.-
JEFFTRAN
10,580 sq ft
0 20' 50' 100'
10
0
E. Miller Option 4: - WASHBAY _ _ _ _ _-®-- -
3� 5,081 sq ft
Bus Circulation
Fuel Island
I SHIPCm
I O D 1 25,525 sq It SERVICE SPACE
4,000 sq ADMIN. ABOVE
1 _ i
1 LODGE j
0 ' E. MILLL.
-
-----+------ - - - - -
' _
1. End of day path ' __ _--_�--,--_-_--------.-------T---, �
2. Fuel ! ♦ �� .-
3. Wash
4. To bus barn , BUS BARN
5. Exit bus barn next day . , - 17,480 sq ft
JEFFTRAN ABOVE
10,580 sq ft
PARKING BELOW
0 20' 50' 100'
E. Miller Option 4:
Turning Radius Study
WASH BAY
5,081 sq ft
Fuel Island
Gua
LODGE
CM
25,525 sq ft SERVICE SPACE
4,000 sq ADMIN. ABOVE
E. MILLFP
0 20' 50' 100'
E. Miller Option 4:
CM Vehicle Circulation
1.
2.
3.
4.
To Maintenance Bay
Fuel
Wash
Exit
UAsi BAw
5,081 sq ft
`� I♦ Fuel Island u _
0 0 CM
25,525 sq ft SERVICE SPACE
LODGE
4,000 sq ADMIN. ABOVE
0 20' 50' 100'
E. Miller Option 4:LZ
SH BAY
81 sq ft
Staff Circulation
Fuel island
i
CM
25,525 sq It SERVICE SPACE
4,000 sq ADMIN. ABOVE i
W
i
U ua ----
_._ _ LODGE
`-
JEFFTRAN ABOVE
10,580 sq ft
PARKING BELOW
0 20' 50' 100'
Hyde Park Site
1.
Concrete Pad
2.
Streets Division Facility
3.
Wastewater Division Facility
4.
Fire Department Apparatus Storage
Building
5.
Fire Department Burn Tower
6.
Retention Basin
7.
Greenway Trails
8.
Fire Department Training Zones
9.
Flood Plain (shown approx.)
10.
Existing Fueling Station
I
J
J
j
f
'L
CM Program
AdmMLpafive Speon t s Size
Vestibule i
Supervtsor office 1
Parts Roam 1
Parts Office 1
Tech Service Area 1
JeNtor 1
IT 1
. Break Room ILocker
Idle SF TOTAL SF Notes
10'x101001 100
12'x15' 180 180 up to 4 people in office
30'x50' 1,500 1,500 with loading dock to outside and fork lift access
1702' 120 120 potentially with tech service desk
10'xl2' 120 120 could be in parts office or separated area
10'x10' 100 7W .__--_-_--
_8'x6' 48 48
18'x 20' 360 360 up to 16 people, training, musts act. with kitchenette
Room
1
TBD 470 470 max 24 kickers -
- - -
Shower Rooms
6
9'6'x7' 67 399
General Stora"pply-
7 1
10'xl0' 100 100
Service Bays
size
-_
Idi, SF TOTAL SF 'Notes
Large Service Bays
8
28x52' 1.456 nt 56 11,648 5 drive th, 1N-16' doors, 2 bays w/ stationary lifts, 1 w/ ph lift
Small Service Bays
8
22'x32' 704 5,632
Welding and Fabrication Bay
1
32'x80' 2,560 Z560
Tire Service Bay
1
20'x40' 800 800
Indoor Wash Bay
1
52'x136' 7,072 7,072 ,power washer, degreaser, parrs cleaner, solvent barrel Capture
Shop Storage
a Size
to,, SF TOTAL SF Notes
Bulk Fluids Storage
1
15x25 375 375 adjacent to parts room
_
Tire Storage
1
__.. _
20'x40 800 800 could be in mezzanine, adjacent to parts roam and dodo
Tod Storage
1
-- --- --- -- —
10'z20 ' 200 200
storage
I�
2
achine storage
tOTBD
Mezzanine Storage
1
TBD TBD w//ccompressors mines.1/3 of open storage wee (IBC)
Mechanical / Stomisafe area
I
TBD TBD 6,796 1 15%of supported
Interior Subtotal SF 39,780
INTERIOR TOTAL SF 9,725
49,725 ,
ExleriorAreas
I C Size
Idiv. SF TOTAL SF Notes
Outdoor Break Area
1
TBD TBD 500 near offices, at based cnarea available J
Employee Parking
15 T x 18'
-
♦in of 24' Drive 270 4,050 1 per each employee on largest shift + 5 visitor
Staging Parking - Large Spaces j 4
20'x45' 900 3,600
!aging Parking -Medium
4
12'x24' 288 1.152
1 Staging Parking -Pict -up
4
10'x20' -200 800
rash/ Recyling Area
1
15'x15' 225 225 sf can r
i
Exterior Subtotal SF 10,327
_
J
Site circulation @ 150% 15.491
FF4
EXTERIOR TOTAL SF 25,818
TOTAL AREA SF 75,543
I
I I
I Outdoor I
Break I
-ao I
I I
I I
I I
I I
I I
I
I Loading
Dock I
I I
I �
A: Large Serv.c,
'It 1,4%si ea ,
= 11,648 sl 101a1
B: Smell Service- Strop=
0 f04S1asxB
5.632 sf total
C: I". S—c. B.y
= 800 Sf
D: Warding 85r, ,
- 2.560 Sf
Total building s1-
79,621
Drive Thru
-------------------
IT
Super Jan.
ShowerRoom3
48 s
13 (3;s} 100 sf
fi, sf xG I
Ui
i
Roan
Porte Office
Office
Locker Room
Sto.
470 of
I
Tech Fluids
Desk Storage e—a
Parts Storage
120sf 375.4;
..
Mech/ Storm
Safe Room
r
Tire Storage
-E�
A
1 I
I
I
C
A
I
B I
A
B
A
B
A
I
B
A
I
B
I
A
B
A
B
I
D
B
Tool General
Stor. Stor.
General I'iVleuanine�I
Stor. I Storage
200 si 200. st-
4V sl Above
Indoor Wash Bay
7.077 n.
I Employee Parking
IBB�I
Hyde Park CM Option 1:--,
t-)
WASH BAY
5,081 sq It
Z
CM
eCM facility with 8 large
o�
36,273 sq fl
bays, 8 small/ medium
r,W
2: Small sarvlce Bay W.Wing
anG Fat. ca;.. Bay
1.4W ae It2.560
s4 h
bays, 41,000 sq. ft. total
3 U
W-
Z W
2a Small Sennce Say
( including wash bay)
>
',aOBsg"
St ,IWch
-Double loaded with
_
�s �� Bay -
1,920 5q'1
interior drive
er large Service Bay
2r Small Servce Bay
2880 sq "
-Some fire training
IAWS°" ------
apparatus to be
a'eoo�' ,,Blr
2. Large Sarv;ca Bay
relocated
8 �" G eo'aage �_
N _
2.eso sa"
-Curbs removed on East
FIRE DEPT
DELIVERY Pans Storage 7W Sluraga
282 sq
O WER
end of site
STORAGE
DOCK 9W aq a Pa}y��pce
'80 `"
2. Large San— Bay
2,8W qft
BUILDING
- - -
A°m'a. 40'-OB
3,0001-0"
2. Large Service Bay
2.880 sq n
EMPLOYEE PARKING
Trash
00
n Fuel Island
0 20' 50' 100'
N
Hyde Park CM Option
CM Vehicle Circulation
� 1 �
♦ WASH BAY — _ — — ��� 0 0 I
— — 5,081 Sq ft ♦ 1 1
c7
— _——— —
�---��----�'---_�
Q36,273 sq ft 1 n Fuel Island
w CAP I
1.
To Maintenance Bay
2.
Fuel
3.
Wash
4.
Exit
3; W
2x Small Service Bay
U
,.408 sq n
W-
2 W
2x Small Service Bay
,.408 sq tt
--
2x Small Service Bay
1.408 sq tt
2.Small Service Bay
1.408 $q h
1
Welcfing and Fabrication Bay
1
2.SW sq ft
1
1
Stnrr Meth.
1,920 sq ft
I
1
2x Large Service Bay
zeeo w n
1
_2x large Service Bay
FWids Gen. Storage
8
2 sgft. 480-son _.
FIRE DEPT Tooisf«�ge
DELIVEgy Pans Storage 2B2 a9 tt
STORAGE DOCK 9Bo egtt atee -)WER 2x La2 B80A Bay
BUILDING - :.
Admen. 401_011
3,000 aq tt 2. Largo Sorvice Bay
2.BBo Bog"
EMPLOYEE PARKING
Trash
U l�
1
I
I
I
1
0 20' 50' 100'
' V
Hyde Park CM Option 1:1) �
Turning Radius Study
WASH BAY
5,081 sq ft
z
cm
-CM facility with 8 large
� c7
36,273 sq ft
bays, 8 small/ medium
oU)
w�
J
2% Small Service Bay
Welding and Fabricauan Say
1.408 aq 8
2,560 aq Itbays,
41,000 sq. ft. total
W=
Z W
2% Small Serv�ca Bay
( including wash bay)
>
408Sqtt
So„W
-Double loaded with
2%Small Sery;ceBay
1,408 5G Itinterior
drive
Large Say
2. Smau Sa—e Bay
ap8 W ,I
ire Service Bay
800 sq ftIyI
2%Large Service Bay
FWldra t Gen. Stoge
n
2.880 sq It
82 w 1, 480 sq 11
y
FIRE DEPTTeal
Sgftn
(,Tp""s'282 sq tt
_
STORAGE
q ft
98o sqtt P 180 It IW ER j
eo It
2% Large Sarvice Bay
2.880 5q It
BUILDING
sq
sq
m.
A00 sq
40'-011
3,000 n
2% Lar o Service Bay
�eao sg n
EMPLOYEE PARKING
Trash
:iiIIIIC�
it
i
n Fuel Island
0 20' 50' 100'
Hyde Park CM Option 2:,,
__j ki
-CM facility with 8 large
bays, 8 small/ medium
bays, 41,000 sq. ft. total
( including wash bay )
-Double loaded with
interior drive
-Some fire training
apparatus to be
relocated
-Curbs removed on
north end of site
-Lack of queuing space
for wash bay
FIRE DEPT
STORAGE
BUILDING
HASH BAY
5.081 sq ft
m m O 9 m
3
CM
36,273 sq ft
ai m m m oe�Ne�S
ii g s,000 sq n
E N.- N'
EMPLOYEE PARKING
0 20' 50' 100'
N
Hyde Park CM Option 2:1-., U v
CM Vehicle Circulation -------------
1.
To Maintenance Bay
2.
Fuel
3.
Wash
4.
Exit
FIRE DEPT
STORAGE
BUILDING
i,-- - - - - --
� � ''► Fuellsland
WASH BAY 3I 0 20� 50' 100'
5,081 sq k �' x ``J
�� ► _ --
I �z I N
I cm
I 36,273 sq ft —
W �
r r m Qw v
m m m m EQ��asm W
S c - 3,000 sq N
N� E- E' E'" i:g agv
_ _
` ti ti A gym
� I
I
EMPLOYEE PARKING 1
Hyde Park CM Option 2:,.,,
Turning Radius Study
-CM facility with 8 large
m r
r
bays, 8 small/ medium
_
bays, 41,000 sq. ft. total WASH BAY
( including wash bay) s,os1 sq n
-Double loaded with
interior drive
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bays, 34,000 sq. ft. total
( including wash bay )
-Admin. On upper level
above storage
necessary
-Smaller overall facility
-No central drive lane,
so less diagnosis area,
less flexibility
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25,525 sq ft
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( including wash bay )
-Admin. On upper level
above storage
necessary
FIRE DEPT
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Memorandum
320 East McCarty Street • Jefferson City, Missouri 65101 • P: 573.634.6410 • F: 573.634.6562 . www.ieffersoncitymo.gov
Date: January 10, 2022
To
Public Works and Planning Committee
From: David Bange P.E., City Engineer
Subject: Capital Improvement Program, Projects Remaining in Sales Tax G
City Staff would like to update the Committee on the status of the remaining projects within Sales Tax
G. The projects are organized by the various categories listed in the sales tax.
City/County Joint Projects
• MSP
The MSP project will see to the construction of Chestnut Street from Capitol Avenue to the northern
end of the prison property and the development of building pads in addition to connecting to the private
hotel/conference center development occurring on the property. The start of design is awaiting the
outcome of the negotiations with the State and the hotel developer.
• Grant Street
This project is set to go out for bid on January 24th. The project includes the sidewalks along Grant
Street from McCarty to Edwards Street and a continuation of the sidewalk to the trail system at the
pool. It also includes the replacement and addition of stormwater inlets and the reprofiling of the street
to correct drainage problems at Hough Street. All of Grant Street will receive an asphalt overlay and it
will be widened to allow of a central island on the approach to the park. Construction is projected to
begin in March.
Stormwater
• Norris Drive
A box culvert is being built to replace two large diameter pipes that were collapsing under the street.
The project started in November and is planned to be complete in the spring. This project is being partly
funded by a $243,750 grant through the SEMA.
• Pipelining
This project is under contract and we are awaiting the necessary weather conditions to undertake this
work. It includes the rehabilitation of pipes on Meier, Castle, Allen and Lincoln Streets. We will also be
proposing a change order to this contract to add pipes on Amazonas Drive and Alameda Court.
U:\PublicWorks\Engineering\dbange\PUBLIC WORKS & PLANN I NG\2022\1 -2022\S ales Tax H CIP plan.docx
Memorandurn
• Douglas Davis
Design is complete and when the system is constructed will collect and divert water away from the
properties in the 100 block of Douglas and Bolton which have experienced floding. We are awaiting the
approval of the contract document from DNR who is participating in this project through a $124,019
grant.
• Major and Isom
This project would replace deteriorating stormwater systems in two locations on Major Drive and one on
Isom. These projects would look to address street stability and home flooding issues
• Southwest and Edgewood
The existing pipes are failing under Southwest Boulevard at Edgewood. In order to preserve the street
this piping system would be replaced.
Sidewalk
• Adams Street
Brought about by discussions of safety of pedestrians on their way to and from the Hickory Street Park
and Thorpe Gordon School this project will look to construct and reconstruct sidewalks on Adams
Street from Dunklin to the new JC High School athletic facilities near Union Street. Funding for this
project is primarily coming through CDBG dollars and will be supplemented by sidewalk monies within
the sales tax. We look to have this project under construction by this summer.
• Vieth Drive
We are completing the design of a sidewalk along sections of Vieth Drive between Southridge Drive
and Plymouth Rock. This project takes advantage of the sidewalks built by Water District #2 along their
property frontage and will complete the sidewalk connection from Southridge Drive to Cedar Hill
School. We look for this project to be completed by summer's end.
Local Roads
• JC Loop
With the funds remaining within this category we look to add the pavement marking and wayfinding
signage needed to complete the JC Bike Loop. Agreements with MoDOT and with Cole County will be
required as the route runs along portions of Route C which is controlled by the State, and Southridge
Drive and County Park Road which are in the County. We would look to have this in place by the fall.
If you have any questions or concerns I can be reached at 634-6433.
UAPublic Works\Engineering\dbange\PUBLIC WORKS & PLANNING\2022\1-2022\Sales Tax H CIP plan.docx
1/7/2022
Jefferson City
Memorial Airport
CIP Update
Public Works and Planning Committee
January 13, 2022
Airport Five Year
Capital Improvement
Program (CI P)
Five - Year Capital Improvement
Program (CIP)
Aup-N— 1EFFEIt5OA' CTTYNILMORLAL AOTPORT TelryL:cr S: 5?3.6316450
Dare F.eP. e4 N-..be 30. 2021
Pr..le<r D—,,pu.
FweLce
Sour
F5' 202_
FV 2023
F7' 2021
FY 2025
F1. 2026
An TraBK Control Taxer - Land
Federal
5 I4. ib 68
Acquodlon and Ennronmenlal
Sate
Local
S 15.940.56
Ass ....e 1
Total
S
5
S
Federal
S 4,300,12159409.648 00
Ae TraBK Control Tower
State
Local
S 477,792.00
Total
S 4,777,920.00
S
S
S
5
Federal
S 3,412,34801
Tazrway A South Reconstruction
State
and Taarway A North Lghting
Local
S 381.372.00
Total
5
S 3.813.720.00
S
5
5
Federal
Construct SRE I ARFF Bwlding
State
Local
S 169.SIM 00
Tool
S
S
S I698.800OD
S
5
Federal
5 54,171,DO
Runway 12 REILs Replacement
State
Local
$ 6,019.00
Total
5
5
$ 60. 190.00
S
S
Federal
$ 488. .00
Runway 9-27 Threshold
State
Reldcatm (Design)
Local
$ 54.280.00
Total
S
5
S
S 542.80000
5
Federal
$ 5.471.424.00
Runway 9.27 Threshold
State
Relocation (Constructan)
Local
S 6D7.936.00
Total
5
5
S
$
S 6.079.360.00
ederal
5 4.443.596.68
S 3.432.348.00
S 1.58 . 1.00
5 488.520.00
5 SA71.424.00
TOTALS
Stare
5 -
S -
S .
5 -
S
Local
5 491.732.96
$ 381,37100
S 175.899.00
S 54.280.00
S 607.936.00
Taal
5 4.93'.329-64
S 3.813.720.00
S 1.758.990.00
S 542.800.00
S 6-079.360.00
1
1/7/2022
Funding Opportunities
• Half Cent Capital Improvement Sales
Tax (Used for Matching Dollars)
• Grant Opportunities
• FAA Airport Improvement Program —JEF
allocations is $150,000/ year (90%/10%)
• FAA Apportionment Funds —
Competitive (90%/10%)
• Bipartisan Infrastructure Law (BIL)
funding
Bipartisan Infrastructure Law (BIL)
Aviation Portion
How the FAA Will Invest the Funding
AIRPORT TERMINALS $15B AIRPORT
To replace aging terminals, increase terminal energy INFRASTRUCTURE
efficiency and accessibility, and more.
For airport projects that increase safety and expand
capacity.
$rJB AIR TRAFFIC FACILITIES
To replace facilities and equipment and improve
safety, security, and environmental standards.
P)
1/7/2022
Jefferson City's Yearly Allotment of the
$1513 Airport Infrastructure
First -Year Airport
Infrastructure Grant
Funding Amounts for
FY22, $2.89 billion has
been made available to
U.S. airports around the
nation.
�rnorial
Potential Control Tower Funding Opportunity
Bipartisan Infrastructure Law - Air Traffic Facilities
Air Traffic Facilities
$5B & Equipment
The Bipartisan Infrastructure Law provided $5 billion to replace Air Traffic facilities, update and upgrade equipment including Iand inp, and navigational aids, and
improve safety, security, and environmental standards at facilities. Moliav
Stay tuned for more information or subxribe for the latest updates.
3
1/7/2022
Bipartisan Infrastructure Law - Airport Terminals
Through the Bipartisan Infrastructure Law, $5 billion has been granted to provide competitive grants for airport terminal development projects that address the
aging infrastructure of the nation's airports.
This grant program would be for on -airport rail access projects and projects for relocating, reconstructing, repairing, or improving an airport -owned air traffic control
tower, to projects that increase capacity and passenger access; projects that replace aging infrastructure; projects that achieve compliance with the Americans with
Disabilities Act and expand accessibility for persons with disabilities; projects that improve airport access for historically disadvantaged populations; projects that
improve energy efficiency, including upgrading environmental systems, upgrading plant facilities, and achieving Leadership in Energy and Environmental Design (LEED)
accreditation standards; projects that improve airfield safety through terminal relocation; and projects that encourage actual and potential competition.
Airport Five Year
Capital Improvement
Program (CIP)
=irst Priority �I
for BIL
Funding -*I
Five - Year Capital Lrq)roveuient
Prograui (C-IP)
JEFFERSON CITE' NILMORIAL AIRPORT T<kphoa<N. 573434-6450
Due N p,a N—b<r M 20:1
Prq<cr D<. y".
F-1-
S-
Fy'20`_
Fy'20.3
F7':02J
F1'20_`5
FS-2026
A., TraBq Control Tower - LanU
octant
s 14_ a
Acgwsdlon and Ema nn tal
Stale
Local
S
Assessment
Total
ederal
9.940.56
S 169409.64
s
S
5 4.300.128.00
Ab Trail. T.—tale
Control
owl
S 477.792,00
otal
$ 4.777.920.00
$
S
s
S
Mewl
3.432.348 00
Ta<rway A Saulh RaconsWction
Slate
and Taxiway A North Lgh4rg
Local
s 381,372.00
Total
S
S 3.813.720.00
S
S
S
Moral
Construct SRE / ARFF Bnddmg
tale
owl
S 169.880.00
otal
S
S
s 1.698.800.00
s
S
Runway 12 REILs Replacement
" 'al
Slate
Lowl
6 54.171,00
5 6.01900
To1a1
S
S
S 60,19000
$
S
ad.,.
S 488,52D00
Runway 9-27 Threshold
Slate
Relocation (Design)
Local
$ 54.280.00
Total
S
s
s 542.80000
S
Federal
S 5.471424.00
Runway 9.27 Threshold
Slate
Relocation (C—tructwn)
Local
S 607.936.00
Total
S
s
s
S
S 6.079.36000
ederal
S 4,443.59668
3.432.348.00
1.583.091.00
S 498.520.00
S 5.471.424.00
TOTALS
state
S .
s .
5 .
5 -
s
Local
S 493,732.96
S 381.372.00
s 175.899.00
s 54.280.00
S 607.93"o
Total
S 4,937,329.64
S 3,813,720.00
S 1.758.990.00
S 542.800.00
S 6.079.360.00
4