HomeMy WebLinkAbout9.1 Motion to accept proposal for the Kensington Road Shared-Use Path Phase I Engineering Study for an amount not to exceed $371,412.00.Subject
Meeting
Fiscal Impact (Y/N)
Dollar Amount
Budget Source
Category
Type
Information
Item Cover Page
Motion to accept proposal for the Kensington Road Shared -Use
Path Phase I Engineering Study for an amount not to exceed
$371,F412.000
April 7, 2026 - REGULAR MEETING OF THE MOUNT PROSPECT
VILLAGE BOARD
Y
$3715412.00
Capital Improvement Fund
VILLAGE MANAGER'S REPORT
Action Item
A key component of the Village's Strategic Plan is to create a complete pedestrian and bicycle
infrastructure network that promotes multi -modal transportation options. This project looks to
enhance pedestrian safety and create facilities for bicycles on Kensington Road from Forest
Avenue to the Canadian National (CN) railroad crossing.
The Village recently completed the Arterial Bike Network Study to create a plan to construct
bike facilities along arterial roads in the Village. Kensington Road was identified as a high
priority route as it would create connections where none currently exist, connecting pedestrian
generators such as Prospect High School and Randhurst Village, and would provide an indirect
connection to the in -design Melas-Meadows Pedestrian Bridge and Busse Road sidepath. This
shared -use path project represents the first of several arterial corridors to be studied,
designed and constructed from the Arterial Bike Network Study.
The Village of Arlington Heights has completed ashared-use path on the north side of
Kensington Road opposite Prospect High school from Evanston Avenue to Forest Avenue.
Kensington Road between Forest Avenue and IL 83 (Main Street) is under the jurisdiction of
the Village of Mount Prospect. Kensington Road between IL 83 (Main Street) and River Road is
under IDOT jurisdiction. The project will have two omissions. The first omission is from IL 83
(Main Street) to the east Home Depot entrance. Ashared-use path will be constructed as part
of the Rand-83-Kensington Intersection Improvement Project scheduled to begin in 2027.
The second omission is from the CN railroad tracks to River Road. The Village is currently
designing a shared -use path on Kensington Road between the CN railroad tracks and Burning
Bush Lane as part of a Safe Routes to School funded project. The project includes new
pedestrian gates and pedestrian crossing at the tracks, and is anticipated to be constructed in
2027. The section from Burning Bush Lane to River Road will be accomplished with a future
River Road shared -use path project.
Overall, at the completion of these projects and including the existing shared -use path in
Arlington Heights, there will be a continuous shared -use path on Kensington Road from
Evanston Avenue to Burning Bush Lane, a length of 2.8 miles.
Staff solicited technical and cost proposals for Alternative 1 (Forest Avenue to CN railroad
tracks) and Alternative 2 (Forest Avenue to River Road). Alternative 1 is the preferred option
as Alternative 2 would require significant additional cost and effort with little immediate
benefit. The section from Burning Bush Lane to River Road will require a new crossing of
McDonald Creek and a new crosswalk at the IDOT intersection of River Road and Kensington
Road without clear pedestrian destinations to connect to. Burning Bush Lane is an existing
local bike route and provides a logical short-term terminus. As mentioned above, the section
from Burning Bush Lane to River Road will be included in a future River Road shared -use path
project.
Staff is seeking to enter into a contract with a consulting engineering firm for Phase I
Preliminary Engineering services for Alternative 1 to facilitate final design and construction.
The 2026 Village Budget has allocated funds for preliminary engineering services. Completion
of this study will improve the Village's chances of obtaining grant funding for future phases
including Phase II Design Engineering, Land Acquisition (if necessary), Construction, and
Construction Engineering.
Reauest for Proposals
A Request for Technical and Cost Proposals for engineering consultant firms to provide
preliminary engineering services was posted on the OpenBids bidding website. Three (3)
consulting engineering firms responded and submitted Technical and Cost Proposals. Firms
were asked to submit the following information as part of their proposal:
1. Resumes of key personnel
2. Related experience on similar type projects
3. Understanding of the project and deliverables
4. Summary of the firm's approach to the project
5. Project schedule
6. Cost proposal broken down by alternative and task
Primary tasks identified in the RFP include the following:
Alternative 1 — Forest Avenue to CN Railroad Tracks:
1. Complete all tasks required of the federal process to acquire preliminary engineering
approval.
2. Perform topographic and right-of-way surveys.
3. Coordinate with private utility companies.
4. Coordinate with IDOT, MWRD, and any other permitting agencies with an interest in the
project.
5. Identify any needed right-of-way or construction easements.
6. Perform traffic or other studies as required by IDOT.
7. Complete an alternatives analysis report that leads to a preferred design.
8. Complete preliminary design for any required signal modifications.
9. Complete drainage analysis as required by IDOT for preliminary engineering approval.
10. Develop a public outreach program that includes soliciting input and meeting with
residents.
11. Prepare preliminary cost estimates for Phase II & III Engineering.
12. Identify potential funding sources for Phase II & III Engineering.
Alternative 2 — Forest Avenue to River Road:
1. All tasks identified in Alternative 1 for the additional project limits.
2. Complete an alternatives analysis report for crossing McDonald Creek.
3. Complete preliminary engineering plans for a structure or culvert extension at
McDonald Creek, including any required hydraulic studies.
4. Perform preliminary design of pedestrian signal and crosswalk improvements at the
intersection of Kensington Road and Des Plaines River Road, if required by IDOT.
RFP Evaluations
The consulting firms' Technical and Cost Proposals were reviewed on the basis of their
understanding of our goals and their methodology to complete the study. They were rated
(with a maximum score of 100 points) according to these specific categories: project
understanding & technical approach,, similar project experience,, project team capabilities and
overall completeness of submittal. Note,, the technical proposals for Alternative 1 and
Alternative 2 ranked differently due to the expanded scope of work in Alternative 2 required
for a stream crossing and IDOT intersection design. The rankings are:
Technical Proposals — Alternative I — Forest Avenue to CN Railroad Crossing -
Preferred
Category
Maximum
Epstein
Civiltech
RINA
Points
Project
30
29
27
25
Understanding &
Technical Approach
Similar Project
30
29
28
27
Experience
I
I
I
I
Project Team
30
28
27
26
Capabilities
Overall
10
10
9
8
Completeness of
Submittal
Total
1100
96
91
86
Cost Proposals — Alternative 1 — Forest Avenue to CN Railroad Crossing — Preferred
(In order of Technical Ranking)
Engineerfs
$406,000.00
Estimate
a I&
W-119VOXAM
$371,412.00
Full-hour
' • 'p� • • ' ' • , a
MaximumCategory
Epstein
. .
Points
Project
7
25
Understanding
Technical r c
Similar roj c
27
24
Experience
Project
7
27
Capabilities
Overall
Completeness
Submittal
Cost Proposals — Alternative 2 — Forest Avenue to River Road (In order of Technica-
Ranking)
•
Engineer"s
Estimate
$546,000.00
$6001851.00
Civiltech
$561,961-00
Full-hour
Discussion
Staff conducted interviews with all three consultants and determined Epstein and Sons
International, Inc. (Epstein) is the preferred consultant for the Alternative 1 study. They have
put together a very strong project team with similar project experience in Northbrook,
Evanston, Niles and for the Illinois Department of Transportation. Additionally, they have
experience with federal Phase I Engineering (Preliminary) and Phase II Engineering (Design).
As such, they understand the processes and requirements for obtaining preliminary
engineering approval.
It is staffs opinion that Epstein will provide the best product and has allocated appropriate
work effort to this project (2,664 hours). Phase I Preliminary Engineering is expected to take
approximately two years to complete.
It is also staffs opinion that Epstein has requested a reasonable fee for their services. The fee
is 9.3% of the estimated construction cost of $4 million. This is within a typical range for
shared -use path projects that follow the federal Phase I Engineering process.
Staff supports the cost proposal submitted by Epstein for Alternative 1 in the amount of
$371,412.00 to provide engineering services for the Kensington Road Shared -Use Path Phase I
Engineering Study.
Alternatives
1. Accept proposal for Alternative 1 for the Kensington Road Shared -Use Path Phase I
Engineering Study.
2. Action at the discretion of the Village Board.
Staff Recommendation
Staff recommends that the Village Board accept the proposal from Epstein and Sons
International, Inc. to complete Alternative 1 of the Kensington Road Shared -Use Path Phase I
Engineering Study for an amount not to exceed $371,412.00.
Attachments
1. Kensington Path Location Map
2. Epstein Cost Proposal
3. Epstein Technical Proposal
0
P8 JE)Al�f Ln
. ... ...............
ul qsng buming
ID 0
0
z
u
NNNNNN�
NN NN
FZ
GN
e\"
ox
.........
P?� JIOAA
.......
-he
11�
.. ...........
to
0
111, 0 ma
.............
*WIN&
NNNNNIIII
55�,,
0
or
C:
0
D
Ilk
�I11
I >
C14
1100�10
p2j BuIlOOLMA
fill,
.3 (D
co
0
0
0
0
„/j% f
AV JS@JOJ
E u
U-tn
uj
—0
J=
cL U
Ln
0
0
E
LU M
LO U) L:
a) 0
LO (1 —
C) Z) -0
O'c
O co c
0
00 LU U- �
LO CN
(6 T
(D �
C) U) c U)
D a)
Q-
C) 0
@
z
C)
q
U)
z
0
LU Z
E I .. .. .. .. .. .. .. S I . .. ........ . E I [NJ
March 24, 2026
Mr. Matt Lawrie, PE
Village Engineer
Public Works Department
Village of Mount Prospect
1700 W. Central Road
Mount Prospect, IL 60056
Architecture
Interiors
Engineering Mr. Lawrie,
Construction
Enclosed please find agreement materials for the A. Epstein and Sons International, Inc.
(Epstein) team to provide Phase I Engineering services to the Village of Mount Prospect
for the improvement of Kensington Road from Forest Avenue to the CN Railroad tracks.
Enclosed you will find a revised scope of work, schedule, fee breakdown, fee summary,
and subconsultant scope and fee breakdown. Revisions are based on our scoping
meeting held between Epstein and the Village on 02P1/2026 and a follow up call on
03/17/2026, and a follow up question on 03/20/2026.
If you have questions or require additional information, please do not hesitate to contact
me at 312-429-8272 or gosborne@epsteinglobal.com.
Sincerely,
600, W, Fulton Street
Chicago, Illinois
606,61-11919
Greg Osborne, P.E.
Vice President, Director of Civil Engineering
+1312 454 9,1�00
Epstein
epstein global,coirn
Enclosure
PN 25336
Background
The Kensington Road Shared -Use Path (SUP) Phase I Engineering Study is a preliminary engineering
project to develop bicycle and pedestrian facilities along Kensington Road from Forest Avenue to the CN
Railroad (CNRR) tracks. The project supports the Village of Mount Prospect's Strategic Plan to create a
complete pedestrian and bicycle infrastructure network, with Kensington Road identified as a high -priority
route connecting Prospect High School and Randhurst Village. The corridor involves multiple jurisdictions
with Village -owned sections (Forest Avenue to I L 83) and I DOT -owned sections (I L 83 to CN RR). Roadway
characteristics vary with ADTs from 4,950 to 8,150. The project requires coordination with existing planned
projects including the Rand-83-Kensington Intersection Improvements and the in -design sidepath
between CNRR and Burning Bush Lane. This scope was developed in response to RFP titled Kensington
Road Shared -Use Path Phase 1 Engineering Study, advertised on November 7, 2025 and modified based on
a scoping meeting held between Epstein and the Village on 02/11/2026. Alternative 1 has been chosen and
covers Forest Avenue to the CNRR. Phase I services include data collection, survey, utility coordination,
environmental coordination, drainage studies, crash studies, alternatives analysis, geometric design,
maintenance of traffic, cost estimating, report writing, public involvement, and coordination with
stakeholders.
Scope of Work
Task 1: Data Collection & Review
Epstein and its sub -consultants will collect and review the following data to inform the alternatives analysis,
development of proposed improvement plans, and to compile the information into a Project Development
Report (PDR):
Previous studies
• FEMA/FIRM maps
• CAD/GIS data and aerial imagery from Cook County
Existing roadway plans from the agencies where applicable
• Roadway jurisdiction
• School district boundaries and bus routes
• Land use
Vehicular Average Daily Traffic (ADT) can be taken from I DOT's database.
• Crash data from IDOT for the most recent five-year period
Proposed/permitted improvements along the corridor
Task 2: Topographic Survey
Our su bconsu lta nt, GSG, will perform topographic survey on the north half of Kensington from roadway
centerline to 50' outside north ROW showing elevation data, benchmarks, locations of signs and structures,
cross streets, curb, gutter, sidewalk, and beyond the ROW line at all grade controlling features. The tree
survey will include caliper, species, and condition of each tree on the north side. Detailed grade points will
be taken at intersections where existing and future ADA ramps will be.
Task 3: Utility Coordination
Our utility coordination services include obtaining GIS and atlas information from municipalities and
private utility companies, supplementing with topographic survey data to map existing utilities and identify
conflicts with proposed infrastructure.
Task 4: Environmental Coordination
Epstein will prepare a Draft Environmental Survey Request (ESR) for review and discussion with the Village.
Epstein will submit the ESR to IDOT. IDOT performs environmental assessments within the project limits.
Once biological, cultural and wetland clearances are obtained, Epstein will include them in the PDR.
Epstei n's su bconsu lta nt, GSG, will perform a cursory field investigation, a historical records review, and a
database search to identify potential Recognized Environmental Concerns (RECs) for the section of
Kensington Road in Mount Prospect jurisdiction from Forest Avenue to IL 83. They will prepare a
Preliminary Environmental Site Assessment (PESA) report to be included as an attachment to the PDR.
IDOT will prepare a PESA for the IDOT owned roadway from IL 83 to CNRR. We will include the IDOT PESA
in the PDR and prepare a PESA response memo.
Task 5: Drainage Studies
We will conduct a drainage study to assess the impacts of the proposed shared use path, ensuring
compliance with Mount Prospect ordinances and Metropolitan Water Reclamation District (MWRD)
requirements. The study will identify existing drainage patterns and conditions followed by proposed
drainage improvements. All existing outlets within the project corridor will be evaluated to determine their
NE"'5...IIC....II:: III Mount Prospect Kensington Road Shared -Use Path Phase I Engineering Study
suitability for continued use and to evaluate their sensitivity to increases in volume and rate of runoff that
may result from proposed improvements. A determination will be made whether each outlet will result in a
measurable increase in runoff, and recommendations will be made for each outlet that may include
maintaining existing outlets, providing storm water detention, developing concept plans for improving
outlets or using an alternative outlet. The IDOT Drainage Manual will serve as the basis for the calculations
used to support the results.
Task 6: Crash and Safety Analysis
Epstein will perform a crash analysis within the study limits to identify issues related to operational and
safety deficiencies. This task will include the compilation, review, and evaluation of S years of the most
recent data available. The crash data will be analyzed and crash rates calculated. The results will be
summarized in a memo written for inclusion in the PDR.
Task 7: Alternatives Analysis
Epstein will prepare a design criteria document based on AASHTO Bike Guide, NACTO, PROWAG, and IDOT
BLR Manual Chapter 42. Alternatives will be created based on design criteria and project objectives
established at the beginning of the project with the Village. Epstein will prepare a report summarizing
design decisions made and the reason. Evaluation criteria will include user experience, environmental
impacts, engineering criteria, agency requirements, and cost. Other criteria will be discussed with the
Village.
Task 8: Preliminary Design Plans
Epstein will prepare preliminary design plans to be included in the PDR. Potential utility conflicts will be
analyzed and redesigned to eliminate conflicts before coordinating relocations. We will prepare a summary
of utility conflicts to be included in the report. Deliverables will include:
• Typical sections
• Plan and profile sheets at 1" = 20' scale
• Grading at driveways and challenging locations will be examined to determine the need for
easements
Detailed ADA ramp design will be completed at crossings
Task 9: Maintenance of Traffic Analysis
Epstein will evaluate how proposed improvements can be constructed in a way that minimizes impact to
traffic on existing roadways. We will prepare a narrative for the PDR that describes how best to maintain
traffic operations during construction. If any lane closures are expected, we will follow I DOT's Work Zone
Safety and Mobility Pule (BSE-03-07) which establishes a goal of zero worker fatalities in work zones.
Task 10: Quantity Calculation and Cost Estimate
Epstein will measure quantities and prepare cost estimates based on historic local bids and will submit to
the Village at each geometry submittal.
Task 11: Project Development Report
We will prepare the draft project report by compiling the relevant information, clearances, correspondence
and exhibits and arrange them in accordance with the NEPA process, District policies and preferences. The
narrative will be written to summarize existing conditions, proposed improvements and will include
references to analyses, other reports, findings and background information. We will submit a draft project
report to the Village for review. Once comments are received, we will tabulate and respond to review
comments from all reviewers in a disposition of comments. The report will be updated to address the
comments and re -submitted to the Village as a final project report. We will work to close out any questions
or issues and gather any necessary information before submitting a draft project report. The intent is to
agree on what is being proposed before it is written into the report and the draft report is a record of what
was discussed and agreed upon. No surprises or new information will be added to the report without the
Village being aware. Once the report has been accepted by the Village, we will submit to IDOT for review
and address any comments necessary to obtain Design Approval.
Task 12: Public Involvement
We will start the process by preparing a public involvement plan that will include number and timing of
meetings, messaging, and outreach methods. Epstein will hold two public meetings that will follow the
below format:
Meeting 1: Share preliminary path typical sections west of Main Street and East of Main Street with path on
the north side of the road. Share concept design of enhanced crossing at Elmhurst Avenue. Obtain and
record feedback.
I:: III: ,Z''"'i ..IIC....II: III ° 111 Mount Prospect Kensington Road Shared -Use Path Phase I Engineering Study
Meeting 2: Share preferred path design. Share Meeting 1 comments and how they were addressed. Share
typical sections, path plan view, and pavement markings. Obtain concurrence.
Epstein will prepare project communication materials such as fact sheets, maps, presentations, meeting
boards, meeting announcements, and social media content and website content.
We recommend using the Village's website and social media platforms for project information and
promotion.
Task 13: Stakeholder Coordination
A list of stakeholders will be prepared at the start of the project and reviewed with the Village. We
anticipate stakeholders to include Village departments, local businesses, residential property owners,
ComEd, and IDOT.
Village: We will meet monthly, up to 18 meetings, with the Village to provide project updates and will
prepare meeting agendas and minutes. The Project Manager will be responsible for the meetings.
Depending on the agenda, other departments will be included in the meeting.
Schools and Parks: We will initiate one virtual meeting with the school district staff and one virtual meeting
with the park district staff as determined by the Village to understand their specific operational needs and
concerns related to the design and construction of a shared use path on Kensington Road.
Business Owners: We will initiate one-on-one meetings with individual business owners as determined by
the Village to understand their specific operational needs and concerns. For the purposes of this scope, we
will assume five meetings with business owners.
Residential Property Owners: At the start of the project, we will investigate landowners and create a log of
critical owners, contact information, touch points, and owner requests to keep track of communications. We
will meet one-on-one with up to eight specific residential property owners, who front the path, determined
with the Village to explain the project and understand their concerns.
ComEd: At the east end, near the railroad tracks, Kensington Road crosses a ComEd utility corridor.
Kensington Road is in place under a lease agreement with ComEd. Epstein will review the lease agreement
and prepare a letter with exhibits to ComEd explaining the project and seeking approval to construct the
path improvements. This scope includes a virtual meeting with ComEd to address any comments or
concerns with gaining approval.
IDOT.* The project is seeking federal funds which requires following I DOT procedures. We will host a kick-off
meeting with the Bureau of Local Roads at the Preliminary plan stage of the project to establish the
schedule and necessary approval deadlines. We also need I DOT's approval for any work within their right-
of-way.
Task 14: QA/QC
A QA/QC Plan will be prepared by Epstein at the start of the project for acceptance by the design team. The
plan will include involvement from QA/QC representatives at the beginning and throughout the design
process to perform independent checks of milestone deliverables. Throughout the design, the QA/QC
representative is involved in design challenges, coordination issues and decision making in order to provide
the best possible solution to our client and the users.
Task 1S: Administration and Management
Epstein's Project Manager will prepare monthly invoices which will include progress reports and backup
documentation consistent with Village invoice requirements. The Project Manager will track the fee
remaining on the project versus the work remaining. This task includes the management of staff and
deliverables to ensure the project team stays on schedule and budget. The Project Manager will ensure
open and constant communication is occurring between the Village, sub -consultants and internal team
members. Any work that is outside of the scope will be discussed with the Village prior to performing the
work. Epstein's project manager will serve as the primary point of contact between the Village and
Consultant Team and will work with the Village to resolve issues that arise and will engage subconsultants
as needed.
NE"'5...IIC....II:: III Mount Prospect Kensington Road Shared -Use Path Phase I Engineering Study
�"Z Cu"NSULTANTS, INC h Remington .
L 60173
ENGINEERS � SCIENTISTS � "°RUCK I MANAGERS �
Detail of Environmental Services
Preliminary Environmental Site Assessment (PESA)
Kensington Road
Mount Prospect, IL
March 24, 2026
630-994-2600
The purpose of the limited PESA is to determine the location of potential sources of recognized environmental conditions for
the portion of Kensington Road within Mount Prospect jurisdiction which is from Forest Avenue to IL 83. See exhibit below.
The section from IL 83 to the CNRR is IDOT jurisdiction and IDOT will perform the PESA. GSG will conduct PESA in
accordance with the requirements of Illinois DOT and American Society for Testing and Materials (ASTM) Standard E 1527 -
05 and 40 CFR Part 312- "Innocent Landowners, Standards for Conducting all Appropriate Inquiries" (AAI) requirements
and guidelines. The PSEA will be conducted and supervised by an environmental professional who meets the definition of 40
CFR Part 312.21, and will include all applicable requirements of the 40 CFR 312. The PESA will follow chapter 27
"Environmental Surveys" of IDOTs Bureau of Design & Environment manual procedures, and ISGS' publication "A Manual
for Conducting Preliminary Environmental Site Assessments for Illinois Department of Transportation Projects". The
purpose of the PESA is to determine the historic uses of the project area and to identify recognized environmental conditions
present within the project limits. The scope of work will include:
a. Regulatory Background Review — GSG will obtain and review a copy of the federal and state government records for
the property in accordance with the ASTM standards.
b. Review Historical Aerial Photographs and/or Sanborn Maps — GSG will review available historical aerial photographs
and Historic Sanborn Maps within the project limits.
c. Site Reconnaissance — GSG will perform a site reconnaissance of all accessible areas of the project area and adjoining
properties within one week of the NTP. We will inspect the adjoining properties from both the site and public points of
view to identify any potential environmental concerns posed by them to the site. We will note the site conditions, the
location of stained or discolored soil, underground utilities, pipelines, drums and chemical containers, the location of
PCB -containing transformers, and any evidence of underground and above -ground storage tanks.
Deliverable
GSG will prepare a report summarizing the site investigation findings and showing the locations of Recognized
Environmental Conditions and proposed sampling locations based on the PESA results. We will also include copies of the
historic site maps, database maps, and other related information.
GSG's estimate is as follows:
Hours: 210
Fee Estimate: Labor - $11,500. Direct Costs (Database Search) $1,200 = $12,700 Total
INTEGRITY RELIABILITY
uuu
GziG Cu"NSULTANTS, INC
735 Remington Rd. 30-994-2600
Schaumburg, IL 60173 www.gsg-consultants.com
Detail of Surveying Services
Topographic Survey and ADA Corner Survey
Kensington Road
Mount Prospect, IL
March 24, 2026
GSG will complete a topographic survey of the north half of Kensington Road from S. Regency Drive W to the CN Railroad
for the purpose of designing a shared use path on the north side of Kensington, excluding that portion from IL 83 to the east
driveway of Home Depot. Approximately 11,750 L.F. in total.
Half cross sections will be measured at 50-foot intervals along the north half of Kensington Road, from the centerline to
ROW and 50 feet outside of the ROW where possible. ADA ramp survey will also be completed for 22 corners. Trees in the
north parkway will be tagged and surveyed along with the caliper, species and condition of each tree. Pipe sizes and inverts
will be provided for any manhole structure surveyed in the field. Any culverts surveyed will include invert elevations at each
end.
GSG will utilize GPS, conventional survey and static Laser Scanning methods to complete the survey.
The survey will be drafted in accordance with the IDOT survey manual and IDOT CADD manual.
GSG's survey estimate is as follows:
Field work: 2-man survey crew at 114 hours (228 manhours total)
CAD, QA/QC and Project Management: 173 manhours
Fee Estimate: Labor-$5 1 ,300 + Direct Costs (Vehicle/Field Supplies) $2,200 = $53,500 Total
O
Z
•°r°
v O
a
co 3
Q
L ;
o_
N
M �
L
N Q
L
O O
� LL
_
cc
M
O
O 0
O
n Z
co O
� O
in N
O
N
°
� Q
M �
�
a
_
N
cn
W
w
cu
E
cn
Q
W
N
W
W
a
N
*'
N
O
a°i
0
O
>
cn
=
0
=
o
o
O
cu
O
U
cu
+r
a=i
E
=
O
w
O
cu
O
U
cu
�,
a=i
E
=
O
w
�'
°
co
o
V�
a
cc
_
cu
N
cu
y
.y
Q
a
cu
i
�+
=
cc
=
O
0
c
'E
O
N
ca
Q
�
~W-
°
O
c
_
.
�
O
=
N
O
v
cc
U
>+
_
cu
CY
o
O
O
E
0.
°
O
0
M
O
a
++
E
O
>
°
_
—
ycu
a
O
M
o
0
(>
s
ca
cn
>
O
Q
_
bA
0
c m Y-
l0 C
Y N n
ai E c
H z
O 07 O O
L - L L
a u a a
E
0
77
E
O
U
=
.41 =
•L
a
tf}
0
N
if
0
N
0
O
N
tf}
_4)
t
-bq�
0
0
LD
Ef}
00
� �
a�
a0
O
0
�t
0
N
0
O
000
0
0 0
0
CO
u
L
C
O
0
O
O
N
O
O
O
O O
O O
O O
cc)
O
O
N
M
O O
O O
N N
r
O
O
O
00
O O
O O
O O
110 N
O O
O O
O O
r
O
O
O
w
O O
O O
O 00
O
O
00
0
O
co
N r.
01 a1
0 C
W
C L
4)
� a1
i C
N W
N
N
�
O O
O O
�t N
O O
O O
N N
O O
O O
N N
0
0
00
0
0
UO
0 0
0 0
00 �t
N
0
0
t0
M
O
O
OD
O
O
O
N
O
O
O
N
O
O
N
r
O O
O O
O O
O
O
O
UO
O O
O O
O O
N N
O
O
CO
O O
O O
O O
N
O O
O O
of N
O O
O O
Un
r N
O
O
C
a
to
N
ift
O
00
O O
00
0
M
0 0
N 0
O
N
m
00
0 0
0 0
N
0 0
0 0
2
N
N
O
O 0
ifi-
r-O
m
M
O
O O
� N
O
O
N
O O
O O
�t �
0
0
00
0 0
0 0
l0 L0
O
O
�t
O O
O O
UO �t
O O
O O
M UO
O
O
r
a0+
J L. 0
N
m
�
of
C7
H
0)
N
pt�
L
L
u
Co
r
O O
O O
r
O
O
O
O
O
O
0
O
0
O
UO
O
O
O
O
0')N
0
0
0 0
0 0
N
O
O
N
O O
O O
0 UO
O
O
4
O O
O O
0 N
O O
O O
w N
O
O
N
O O
O O
O
O
N
O O
O O
CO
O
O
O O
O O
00 00
0 0
0 0
lO U.0
O O
O O
M N
O O
O O
M N
O
O
N
0
O
Q
OR
0
o
r
0
0
0
0
0 0
0 0
0
0
0
o
0
O
0
o o
0 0
O
0
O
O
Un
o
o
0
0
O
i
N
00
IM
00 CO
(N
co
N
of
Y
O)
CN
0
l0
Ln
N
O
0
O O
Ufl N
O O
N N
o 0
�t 0
O
C7
Wow
ifv
OJ
O/
i+
O F
0 0
M 61
F Ln
N
r, Un
O N
Un Un
N N
L, 0
O
0 0
UO r
0 Ln
N
N M
M r
o r,
N
r,) �t
U� Ln
o un
61
0 0
lO lO
N o
l0
N M
M
Ln O N
L� M
0)
Ln o
bl
r, L\
M 00
M
o M
N M
o o
lO
o M
lO Un
o o
N
o 00
M M
o M
m O
l0
M ,t
Ln o
r) O
M
N 00
�`! 0
M��
00 0
�
o
jj
61 CO
>
Q
l0
Un
110 O
M
00 Ol
N
M b1
N
b1 61
N N
a0
U'j M
M
61
N
<\
M
Lfi
N
M
-t p
<\
M
O O
M M
�t
Oj
l0 r-
N M
00
N
�
M
rJ) Ln
N M
M
M
O �
N
CO
rn
CO O
rn �t
O
N
r-M m
M �t
00
0)
Un
�t vj
�t <\
N
M
C6 Ni
m
N UO
l0 L.,
�t 00
UO N
N
61 Lfj
Un �t
N
L
O
i
N
N
c0
J
p
=
Ef}
tf} ifttf}
{f}
iF} £!}
£!} Ef}
tPr
if} if}
ff}
{f} {f}
Ef}
Ef}
Ef}
tfi ifl
ifl
Ef} Ef}
Ef} Ef}
Ef
Eb}
if} Ef}
Ef} Ef}
{q W
Ef}
Ef} Ef}
Ef}
{�} Ef}
Ef}
{{}
tfi Ef}
Ef}
{{} {/}
if} {f}
Ef} Ef}
{f}
i�4 -b,
O
7
O It
M It
"t "t
M N
N N
M O
M 0
r
0 M
M M
0 0
M
0 N
r
O N
N
O 0
Ln O
0 0
-t ,t
M r
UO O �t
r
00
l0
,tO
l9
�t O
N N
N O
Un 0
N N
O -t
,t O
O CO
N �t
O�
O O
O O
N O
UO �t
O N
�t �tO
Ln
O N 0
H
O
2
U
O O
Ef} Ef}
O O
{f} {t}
O O
tfi -b,
O O
4-Pr4-Pptf}
O O
Ef}
O O
tf} H}
O O
tf} N
{f}
O O
tf} Vf
O O
tf} 0
O O
tf} b"
O o
b" b"
0 0
{f} {f}
0 0
-bq bq
0 0
{q i{}
0 0
-bq b{
0 0 0
bq bqbqy}
0
0 0
{bq
0 0
bq -bq
0 0
-bq
0 0
t{} tf}
0 0
{{} tfi
0 0
bq bq
0 0
tf}
0 0
-bq {f}
0 0
{f} t{}
0 0
0 -bq
0 0
-bi �
0 0
00 {f}
0 0
iPf {f}
0 0
tf} Otf�
0 0
0 {f}
0 0
V{ {f}
0 0 0
{f} tf} tf}
In
- f}
00
O
Ol 0
'\t N
CO O
N
N u?
u? u?
N
N
�t Ol
� M
It
0
Un l0
� r
6)
L�
N 00
M p
r-
00
00 l0
OD �
6)
6)
O
l0 O
r) L-
O �t
01
N
0
Ln
't 0
C6 Ln
't
,t -
l0
�- �
rM
m
M l0
0) �t
Ln
l0
M
UO M
�
N
LQ
N
N Un
l0
�
0)
� C-
Un �t
Ln M
0 w
UO
Un
L� Pn
It L-
L
' N
Ol M
6)
N
00
\t
00 00
N 0
O
,
N
�t l9
o
o
-t
�t
�
N 0
U0
�t
00 U0
00 N
�
M
C0
O N
M
00
CO M
N
't l0
N
N
N
N
l0
0
6i m
6)
�
00
00
00 N
CO
L� �_
10 �
Ln
O �
N
00 N
o
O
M
in
N
N
N N\t
N N
N
O O
M
m
O
CO o
Un
O
M
O
M
Un o
0
61
6) O
�
N N
O 6l
UO
p
r
10
O
N N
N
6)
M
0
p
M It
�
0
\t
M
� M
o
F
M
N
M
N 0
Ln
N O
N
0)
M t-
J
Ef} b4
ii4 ift
Ef} -Eft
Ef} Ef}
Ef} Ef}
Ef} Ef}
N�
if} itr
r
it} it}
M
Vf Vf
�t
ifi ifi
r
Eft lb}
M
lb} Ef}
l9 M
Ef} of
In
of of
r
M
of {{}
N r
tf} I Ef} I Ef)
N
I Ef}
O
r
Ef} Ef}
N��
Ef} tf}
-bq tf}
r 0
Ef} tf}
)
tfi {fi
M
Ef) Ef}
Ln
Ef} Ef}
r N
Ef} t{}
6l
{f} Ef}
0
if} b4
Un p
tf tf}
�t
-b } Ef}
UO
Ef} Eft
M Ln
Ef} t{}
� M
ift if}
r
if} {f}
0 L�
ii4 Vf Eft
_
U
�t
M
N
0
l0
m M
�t N
CO O
N
N
N �?
't 00
�? �?
C0 00
N
N
'
�t 01
M
N U9
\t
0
Un t0
r
�t N
0')
�
6)
N co
M p
Un
I-
m
OD UO
M L-
N Un
61
01
�t
O
l0 O
lO
00
M L�
O �t
00 N
0l
N
o
In
CO
't 0
OD Un
O N
'`t
' t
CO
l0
�? \t
N l0
rn
0)
rn l0
0) \t
Ln
In
l0
6l
PM
l0 M
6l
\t
N
In
N
N Un
N
l0
0)
Un 't
Ln Pn
l9
' t
O
_
O
UO
U?
L- M
\t L-
00 N
fa
++
+
`t
r-
M \t
\t in
t-
� N
\t
N N'
-t
N
O
M
0
�t
CO N
o
Un
-t O
\,t 't
r
r")
O
M 10
Un o
M
0
6l
0l l�0
� r
N N
O 0)
M
00
r
p
r
o
10 M
a) Un
0�
N N
0
6l
�t
_
r
N
NiPn
M
N O
M \
M
l0
6l
In
r N
�t
01
00
Un
LO
l0
U')O
O
l0
M N
N l0
M
N
M
In
UO
N
�`!
r
6) O
M �
o
o
m
J
Eft Eft
{f} tf}
b4
N
r
M
\t
M
l0
bf
Un
{f} {{}
M
Ef} b{
N
b{ b{ {f}
N
{f}
tf} lbq
�j co
bq {q
�
-bq bq
p
tf} Iq
{f} bf
{f} tq
Ln
{f} bf
bf tf}
{f} tf}
U9
tf} bq
bf tfi
tf} tf}
tf} -b }
Ln
-b}
M
{f} tf}
tf} Ef}
p t-
{f} -bq b4
a
�
=
C
C
•>,
c
OZS
C
d'°
>> U
0�
CO
j
L
O
cco
a
O
++ a-1
M
p
u
j
'a-1
N
,�
d a)
a) �
O' c
'in
U
O
C
C
rn
7 C
+-+
Q
°
ca
O
'+1
C
O/
N
�
'a
to O
O
O m
a)
Un
� Un
v
00
�
Ln
Nc
� C
O)
_�
O
V }
co
u
'L
}
~
Q
U chi
a)
i
cn (_
>
L .
=
O ,
+a
O)
z
3
M m-M
.�
tB
Q
'N
Q
Q '�
O) 4-�
+�
O Q
0
c
O
+�
U
u
c
O C
a
u
c
o>
+�
w
+�
is c6
u
c0
j
p
c
+
u
OJ
0
O O
a c
c
a� m
_ C
�,
cn
�,
G
ca
+�
O -'
a
N
Q
co
+�
co
o a
Q fC
J
o T-
O
u
'+,
-
E
c U�
O cn
c
a1 Q
a)
c m
c
a
L
>
u
> +' U
c u
c
4-•
L
C
U
u
Un O
+� o
v U
a1
c
O
c
r� o
o
E U
++ >
N
u
U
u
>
C
U
a u�
g
_� u
c O
O O
a
a� fQ
0 1
Q
U O
.�
Q-
C
u
a)
o
>>
�,
>� C
�, -
a
p
L
fC
C
C u�
Q
.O
+�
vi
+�
, C
L
C N
o
co d
u
Cn �
C7
Q U
M+
o
W+
c
Ln
a W
u
a •-
U
Q-
C C
+
a)
n
a)
°o
+
Y
a
aJ
U
d Q
> t1
°'
�'41
°�
a'+,
w .�
-0
'x o
O -
�
C
o
+�
c�a
c
�Q
w
.X °
aci
X
+� .�
°
�
°
,�
o
O a
w
u►
:_ cn
a
a)
ra
m =
.c
-
O O
Q a)
•�
o
a
w Q
w
cn -J
> U
w H
cn o�
O
7)
w w
a
I
w a
12 u
w
z Q o
U
o a
a
U
Q
m Z
U O
U
a z
U a
a a
i
ci >
cn m
a`
CY a
a`
UAd
N
N
M
IA
Y
N
u1
N
t0
N
r�
Y
N
OD
to
(n
Y
N
O
Y
N
�
to
N_
to
M_
Y
N
�_
Ill
Ln
N
Work Task
Epstein
Labor
Epstein Direct
Costs
GSG
Labor
GSG
Direct Costs
Task 1 - Data Collection and Review
$ 4,510
$ -
$ 47510
Task 2 - Topographic Survey
$ 97029
$ 120
$ 511300
$ 21200
$ 62,649
Task 3 - Utility Coordination
$ 11,941
$ 200
$ 12141
Task 4 - Environmental Coordination
$ 61362
$ -
$ 11,500
$ 11200
$ 19,062
Task 5 - Drainage Studies
$ 281538
$ -
$ 281538
Task 6 - Crash Analysis
$ 71483
$ -
$ 71483
Task 7 - Alternatives Analysis
$ 33,668
$ 200
$ 33,868
Task 8- Preliminary Design Plans
$ 69,269
$ -
$ 69,269
Task 9 - MOT Analysis
$ 81061
$ -
$ 81061
Task 10 - Cost Estimate
$ 9,461
$ -
$ 91461
Task 11 - PDR
$ 15,879
$ 200
$ 16,079
Task 12 - Public Involvement
$ 30,179
$ 21270
$ 32,449
Task 13 - Stakeholder Coordination
$ 37,813
$ 700
$ 38,513
Task 14 - QA/QC
$ 11,624
$ -
$ 117624
Task 15 - Project Management
$ 17,703
$ -
$ 177703
„ r�rrl&�w�frmv�ra� r9i �H a�* �° „r„� Y!' » , , � r�,r , r �� � ,f, � r� y �) i �' r, t � � w
� ��r �r rGry �fl�J���� ram, it r , � w`"rciy µ t, wij �`� J/ � /a i' � �' r r 'I
?; 'r i�( �,,;,� U � ���c, 91� � , � � �r� �i ,,, ,. / „ '/ l�'� fr!� � F r,Ef � �� r rP � „ � r�� , � i ', / �� � u 9,�ir ,, �., i
' V e ro I ,� , ,, r. � rt r � f 1�11 w m � � `� Jv, �” "�+ , � ' ' � „i�„ '� ' i r Y
G � � r w� r `w �4 � r fuy �t i � i/,r W ( i
u � � IIrt�%bf 4�rKr }6�4 a�ry i7 G � "�a r �,m � 1, P ) J' �o� I � �fd a � h � lr�
. r ), �N �' ,"�WI � �.��/ r % / � x� ��r x 1i "'�„ +�`� �, "' I V- � r' a ,�,,
or ar6 �' 'r, i P 7N Y '� �� Jl V ii �� '� � r r u �
,�i i / �;'- w ,, iJ�4 ri ^ ° ,r � rr r r ,' d ,; J l 1 �'" N� iw/ I i i! � r
r r � ` �� F � r i , t ��, � � � r � �, ,r w,m � a
; � "r N"7iw �� ", w I r a � .
J// >' 'gym r�i , r� rW , ; ;, � �,,; � �' �" �, � u"(/� r7ri � � � � � i�,,i, /4j 11' �' f rl� I tW I ��� ���f. f k� f „ l � �'', u i
���1 � k d� � �,
� j, w � �°anr, r W� n ., l 4i`a r w � m 3�;, � r r y� ;r
'„,.� i Y; „fVl�'�i�irvi w.; lm�✓�''�!. �+c; ..���Y ,� '� q?'�✓.'l°N(+r „ .,,, r!: �,� �J,,: ,muw.lYn r�i. GI�, a � , �� .�„ i ��� "� `, 4� r,. "-" s 7a"„fd:" , .,,. �.
�J�. i f� �uwl � Jl� r ' ,,� � q � ,� �. ,
f
Cover Letter
01
Firm History
02
Key Personnel
03
Related Experience
04
Work Plan
05
Pre -qualifications
06
Cost Proposal
. . .......... .......... j
�" �1I ( 1 "I "'' tj I VILLAGE OF MOUNT PROSPECT 2
r
��� /fir , � � � �� ; ; 1��rri�arrx
(�l i ® „ �r
rr/ r „ //
��/�f / �11��
poo
I
s
/W
0110
a i%„
/%0
M'�/ i
ME
o
G
N/M/
Milli!
/
a
December 5, 2025
Jason Leib
Deputy Director of Public Works
Village of Mount Prospect
50 South Emerson Street
Mount Prospect, Illinois 60056
Dear Mr. Leib,
The Kensington Road shared -use path project is an opportunity to create the spine of the multi -
modal network for the Village that aligns with Mount Prospect's Strategic Plan objectives. We
Architecture understand the importance of this project to Mount Prospect's transportation network and
Interiors economic development goals. Our team is committed to delivering Phase I engineering that not
Engineering only meets IDOT requirements but positions the project competitively for federal and state funding
Construction
opportunities.
Epstein has provided professional design and engineering services for over 104years, including
more than 60 years specializing in transportation planning and design. We have designed over
50 miles of bicycle facilities in the last five years with proven IDOT Phase I deliverables. Our team
brings specialized expertise in IDOT Phase I processes, shared -use path design, and complex
urban corridor improvements. Some of our recent comparable projects include: Evanston Chicago
Avenue protected bike lane Phase I, Northbrook Shermer Road shared -use path Phase I and II,
Northbrook Waukegan and Dundee Roads shared -use path feasibility study.
Epstein will be the prime consultant and will perform project management, led by John Karlovitz,
PE with, 42+ years transportation engineering experience. Greg Osborne, PE will be the QA/QC
Lead, with 27+ years specializing in Phase I bicycle/pedestrian projects. Reese DeBlois, PE will be
the Project Engineer, and has 14+ years federal -aid project coordination and ADA compliance. GSG
Consultants, Inc. (DBE) will lead survey, geotechnical, environmental investigations, and assist
with design. We have worked extensively with GSG over the last 20 years on a variety of projects.
600 W. Fulton Street
As Vice President of Epstein and Principal in Charge, I commit our company and team to delivering
Chicago Illinois
Chicag199
exceptional Phase I engineering services that advance Mount Prospect's vision for connected,
sustainable transportation. We welcome the opportunity to discuss how our expertise can
+1 312 454 9100
contribute to the success of the Kensington Road Shared -Use Path project. If you require any
additional information or have questions, please do not hesitate to contact me at (312) 429-8272 or
epsteinglobal.com
gosborneCaepsteinglobal.com. As an officer of the company and Vice President at Epstein, I will be
the primary point of contact and will have authority to negotiate on behalf of Epstein.
Sincerely,
Greg Osborne, PE
Vice President
w
r
d
!G
fj yS(
U"
c r��
/ r
i
/ M
r r1.
o ��IJf,1�
Y
n
�l irr
d% yr
i° is a multi- disciplinary design and construction compan focused on servinyy g
our clients, empowering our employee- owners, and enhancing our communities
ni .i,,., 'de
,."uu i mi m f,..rv,y .,ill..., miii ;.
le
i 1 1111 11 Ills, e1A,
kV1
ofprII.. i,
'1111
,11
III
-) b
.. l 11 i III ... u ' .H,
li I C po i mom
C-11
Founded in 1921, Epstein is a Chicago -based, architecture, engineering,
and construction company that provides sustainable building solutions
for clients. in the transportation, commercial, and industrial sectors.
Epstein is headquartered in Chicago and has offices in New York City;
Raleigh, North Carolina; and Warsaw, Poland.
We offer a wide variety of professional services including community
engagement, planning, architecture, interior design, civil, mechanical,
electrical, plumbing, structural, industrial process and construction
services.
Epstein's Civil Engineering group is licensed to practice in 44 states
including Illinois and experienced in all aspects of transportation and
infrastructure planning and design including feasibility studies, master
plans, grant writing assistance, cost estimating, public involvement and
detailed plans.
uullVuuuuuuuuui i uuuulll�
Years in business
Em. to
P ees y
uullVuuuuuuuuui uuuuu�p uulllliiiiiuuuuuuuuuuuu uuuullll�
States licensed to
practice
III III. W' µ'ii, III °ooM III M III III M �" W 8� III III �ihHi. II .... III �? 'rod ...III III "I
Feasibility Studies
Signage and Wayfinding Plans
Active Transportation Planning
Master and Strategic Planning
Conceptual Design
Location Analysis & Site Selection Studies
Access/Circulation Planning & Design
Government Regulations Analysis
Land Use, Site & Cost Analysis
3D modeling and Rendering
School Plans Grant writing
AIII'::::::. III III III°°°' III'::::::. III....... III III '^ ` III III u' °"' III°°°Z'llvl` ciclui
Intersection Design Studies
Traffic Analyses
Hydraulic Studies
Public Involvement, CSS
Stakeholder Coordination
Bike trails/Shared use paths
HSIP funded projects
Bureau of Design and Environment
Bureau of Local Roads (federal fundin� "I �g)
III....... III III III.. III...... ou ,III "^� .„,� I ,.. III III C �„ I'll.
III „„„„,� III....,. III III III III 1,111411 III III I
Intersection Improvements
Traff is Signals
Roadway widening
Bike trails/Shared use paths
Drainage
Stormwater and Sewer Improvements
Bureau of Design and Environment
Bureau of Local Roads (federal funding)
M FT Projects
Permitting
................
.....i.....IIC; III III i VILLAGE OF MOUNT PROSPECT
6
............
Elf
1� uuu � / /, �//� ��J1 � 1J �J111�/,r�,rlf
Ny
Village of Mount Prospect Kensington Road Shared -Use Path Phase I Engineering
III III """""""""" III'; III III VILLAGE OF MOUNT PROSPECT 8
Greg Osborne, PE
PROJECT ROLE: QA/QC
Greg joined Epstein in 2004 and has
over 27 years of industry experience.
His transportation planning and design
experience includes Feasibility studies, Phase
planning, Phase 11 construction documents,
roadway horizontal and vertical alignment,
maintenance of traffic, drainage and utilities,
pavement marking, sig nage, grading,
landscaping and bicycle facilities
°'
27 years in Industry
III . i.,,� .. IIL...
University of Detroit Mercy, Bachelor of Science,
Civil Engineering,1997
III......., III . III' :............ III III':...........
Professional Engineer: Illinois, #062-057747, Exp.
11/30/2027, Issued 07/20/2004
IIIIIIIIIIIIIIIIII IIIIIG °IIIIIIIIIIIIIIIIII IIIIIII IIIIII 111111111111111111186I IIIIIIG°' IIIIIIIIIIIIIIIIIII IIIIIG °8il!!°:IIIIIII IIIIIIIIIIIIIIIIIII IIIIII """" IIIIIIIIIIIIIIIIIII
City of Evanston Chicago Avenue Corridor Improvement
EVANSTON, ILLINOIS
Principal -in -Charge, QA/QC Manager for the Phase
engineering services for the improvement of Chicago Avenue
from Howard Street to Davis Street. The Chicago Avenue
Corridor Improvement Project will improve walking, bicycling,
transit, and streetscape infrastructure and help implement
key objectives in the City's bicycle plan, streetlight master plan,
and sustainability plans. Epstein 7s scope of work includes data
collection and an existing conditions assessment, stakeholder
engagement and agency coordination, alternatives analysis, as
well as preparation of preliminary engineering plans and cost
estimates. A key component of this project was to engage
business owners along the corridor to seek guidance and
input on proposed corridor improvements, streetscape and
public space enhancements. The proposed scope of
improvements included pavement resurfacing, separated bike
lanes, bus stop and shelter enhancements, ADA ramp and
crosswalk improvements, water main replacement, roadway
lighting improvements, and traffic signal modernization.
Northbrook Shermer Phase 1/11
VILLAGE OF NORTHBROOK, ILLINOIS
Principal -in -Charge Phase I and II
Engineering Services for a new sidepath and resurfacing of
Shermer Road from Walters Avenue to Willow Road. This
project will include intersection improvements at the
intersections of Shermer Road and Willow Avenue, Techny
Road, and Sherman Drive. To the north, the project will
connect to downtown Northbrook. To the south, the project
will connect to Willow Road which would provide access to
various commercial, industrial, residential districts and an
existing sidepath. Project includes lighting, traffic signals,
enhanced landscaping, concrete pavement patching, milling
and resurfacing, a new sidepath, Pace bus stops, drainage
improvements, aesthetic treatments, and high visibility
crosswalks. Public Involvement activities included stakeholder
presentations and a Public Meeting where Epstein was
responsible for preparation of exhibits, meeting notices, and
conducting the meeting at the Village.
Village of Niles Shermer Road Phase I Study
NILES, ILLINOIS
Principal in Charge for a Phase I study to improve the segment
of Shermer Road from Waukegan Road to Dempster Street.
This project widens and resurfaces this segment to
accommodate a striped bicycle lane. The project will be
processed as an IDOT CE. The tasks include agency
coordination, existing conditions assessment, alternatives
analysis, Stakeholder Engagement activities, crash analysis,
preliminary design plans, cost estimate and a Project
Development Report.
IIC; IIC:° IIC; III III°° VILLAGE OF MOUNT PROSPECT
9
John Karlovitz, PE
PROJECT ROLE: PROJECT MANAGER
Mr. Karlovitz joined Epstein in 2013, and has
over 42 years of civil engineering design
and management experience. John is
skilled in engineering studies including
traffic, crash analyses, signal warrants,
geometric alternatives analysis, innovative
intersection studies, bicycle and pedestrian
accommodations. John also has extensive
experience working with a wide variety of
federal, state and local agencies, including,
among others, the EPA, MWRD, DNR, Illinois
Tol Iway and I DOT.
L... is L...... III ". L... III:............... Ill i CIII:
42 yea rs i n I n d u st ry
III
DePaul University, Master of Business
Administration,1991
Bradley University, Bachelor of Science, Civil
Engineering,1981
IIL III° III:.. III°"°°° i III:... III.:`` III:.. IIL.... III III IIL..... III... I III° III i
Professional Engineer: Illinois, #062-046563, Exp.
11/30/2027, Issued 02/13/1991
IIIIII II IIIIII °"' IIIIII IIIIIII IIIIII IIIIII Iu IIIIII " "''IIIIII II IIIIII lllllll IIIIII II IIIII�1111 °°°°°°° IIIIII
City of Evanston Chicago Avenue Corridor
Improvement
EVANSTON, I LLI NOIS
Senior Project Engineer for the Phase I engineering
services for the improvement of Chicago Avenue from
Howard Street to Davis Street. the Chicago Avenue
Corridor Improvement Project will improve walking,
bicycling, transit, and streetscape infrastructure and help
implement key objectives in the City 's bicycle plan,
streetlight master plan, and sustainability plans. Epstein's
scope of work includes data collection and an existing
conditions assessment, stakeholder engagement and
agency coordination, alternatives analysis, as well as
preparation of preliminary engineering plans and cost
estimates. A key component of this project was to engage
business owners along the corridor to seek guidance and
input on proposed corridor improvements, streetscape
and public space enhancements. The proposed scope of
improvements included pavement resurfacing, separated
bike lanes, bus stop and shelter enhancements, ADA
ramp and crosswalk improvements, water main
replacement, roadway lighting improvements, and traffic
signal modernization.
Northbrook Shermer Phase 1/11
VILLAGE OF NORTHBROOK, ILLINOIS
Project Engineer for Phase I and II
Engineering Services for a new sidepath and resurfacing
of Shermer Road from Walters Avenue to Willow Road.
This project will include intersection improvements at the
intersections of Shermer Road and Willow Avenue,
Techny Road, and Sherman Drive. To the north, the
project will connect to downtown Northbrook. To the
south, the project will connect to Willow Road which
would provide access to various commercial, industrial,
residential districts and an existing sidepath. Project
includes lighting, traffic signals, enhanced landscaping,
concrete pavement patching, milling and resurfacing, a
new sidepath, Pace bus stops, drainage improvements,
aesthetic treatments, and high visibility crosswalks. Public
Involvement activities included stakeholder presentations
and a Public Meeting where Epstein was responsible for
preparation of exhibits, meeting notices, and conducting
the meeting at the Village.
IIC; IIC:°a'� IIC; III III°° VILLAGE OF MOUNT PROSPECT 10
Reese Defflois, PE
PROJECT ROLE: PROJECT ENGINEER
Reese joined Epstein in 2025 with extensive
experience in transportation engineering,
including roadway design, stormwater
systems, and pedestrian facilities. He has
led multidisciplinary teams and ensured
compliance with federal, state, and local
regulations.
His hydraulic expertise includes the
development and design of comprehensive
drainage plans, including the sizing of
culverts, stormwater management systems,
and other hydraulic structures for new and
reconstructed highways.
Reese is proficient in AutoCAD Civil 3D,
Bentley MicroStation, and HEC-RAS.
..... .......
III:.............
14years in Industry
.:::� i...,U wll�.. III° i
III III .. MIL
Master of science, Civil Engineering, University of
Tennessee, Knoxville, 2012
Bachelor of Science, Civil Engineering, University of
Tennessee, Knoxville, 2011
L.....,. III III :............ III III':............ „ 4 :k 11 III':............ III III „
Professional Engineer: Illinois, #062-077150, Exp.
11/30/2027, Issued 2/7/2025
IIIIII ���II IIIIII IIIIII ��I�� IIIIIII III IIIIII I��.�uulli�� IIIIII � IIIIII ���II IIIIII ��: IIIIII ���II�I�� IIIIII III °°°°°°°° �°
City of Evanston - Mason Park Expansion
EVANSTON, ILLINOIS
Project Manager providing design and traffic analysis
services for the expansion of Mason Park in Evanston,
i nois. I n add ition to the pa rk expa nsion, work wi
include related motorized and non -motorized
transportation improvements at the Church Street and
Dodge Avenue intersection and along Davis Street in the
vicinity of Mason Park. Work included a traffic analysis
using the latest traffic counts. The existing intersection is
a four -leg, two-lane, two-way intersection adjacent to
local businesses and the Evanston Township High School.
There are three bus lines, bike lanes, and sidewalks busy
with high school students. The traffic analysis studied
adding dedicated left turn lanes on all four legs and
adding dedicated bike lanes on the north and south legs.
HCS was used to analyze the existing traffic and
determine signal timing and storage lengths. Preliminary
plans were prepared to show intersection improvements.
Chicago Department of Transportation Streets for
Cycling VIII
CHICAGO, ILLINOIS
Project Engineer for feasibility studies, concept designs,
Phase I reports, plans, specifications, and estimates
(PS&E) for the Chicago Department of Transportation
Streets for Cycling Program. As part of the City's
commitment to build "better bike lanes," Epstein is
responsible for the design of approximately 25 miles of
buffered and protected bike lanes throughout Chicago.
The scope of work includes planning, design and public
involvement for preparation of pavement marking,
intersection improvements, sign placement, ADA ramps,
and details for the construction of bike lanes as part of
the City's resurfacing program.
IMD Streetscape Design and Engineering Services
CHICAGO, ILLINOIS
Project engineer working with Illinois Medical District
Commission staff and the Chicago Department of
Transportation (CDOT) to design improvements to
Harrison Street between Oakley Avenue and Ashland
Avenue. The street connects to key public transit options,
including CTA and Pace bus routes and the nearby CTA
Blue Line and Pink Line stations. The project will focus on
walking and bicycling, enhancing mobility and safety,
making it easier for residents, employees, and visitors to
access the Medical District and surrounding
communities. As part of this effort, Epstein is leading a
robust stakeholder engagement process and working
closely with organizations along Harrison Street and
C DOT.
IIC; IIC:°alp IIC; III III°° VILLAGE OF MOUNT PROSPECT 11
Tim Gall, PE,, SE
PROJECT ROLE: STRUCTUAL ENGINEER
Mr. Gall joined Epstein in 2016, bringing with
h i m more tha n 16 yea rs of tra nsportation
engineering experience. Tim has worked on
all aspects of structural design and analysis
for major transportation systems, including
roadway and railway bridges, earth retaining
systems, and facilities. His responsibilities
have included the role of project manager
and/or lead engineer for a variety of design
projects, many of them in congested urban
locations. He also has experience in design
for retrofit, and repair and reconstruction of
bridge structures, has performed detailed
inspections and acted as the on -site engineer
for construction activities providing related
construction services.
..
S, IIL..� i......
III ................ ��I�llll�µ��� ����������il'00i �0i III
26 years in Industry
. i .,,I � A...L... III �' III °" I
University of Illinois, Chicago, Illinois Master of
Science in Civil Engineering, 2004
University of Illinois, Urbana, Illinois Bachelor of
Science in Civil Engineering, 2000
....... °" I .: III:.:.'; :.:,' III:.... III:....IIL... III III III .1111 .. ...L... III' III III: III � :. 11
Professional Engineer: Illinois, #062-077150, Exp.
11/30/2027, Issued 02/7/2025
Structural Engineer: Illinois, No. 081-006644, Exp.
11/30/2026, Issued 7/01/2008
'��������������� IIIIIG�����°'� ""'�"IIIIIIIIIIIIIIIIII�� IIIIIII Illlll���i IIIIIIIIIIIIIIIIIII�� ���ilu��iim�� IIIIIG���������'�11°'' IIIIIIIIIIIIIIIIIII�� IIIIIG����°����i:lllllll IIIIIIIIIIIIIIIIIII�� Illlll���i """""""° IIIIIIIIIIIIIIIIIII��
Will County Division of Transportation CH 16 (Bell
Road) & CH 37 (143rd Street)
HOMER GLEN, ILLINOIS
Lead Structural Engineer for the Phase II design of the
$20M improvement to Bell Road and 143rd Street
including three signalized intersections and nearly two
miles of roadway widening. The project will provide three
through lanes on Bell Road, two through lanes on 143rd
Street, dual left turn lanes, dedicated right turn lanes,
raised medians, ADA ramps, shared use path, drainage
with oversized pipes for detention and maintenance of
traffic. Five existing segmental block retaining walls are
impacted by the construction and the walls required
relocation and/or replacement. Two new retaining walls
(one segmental block and one cast -in -place) are needed
due to grading and ROW issues with a maximum height
of 10 feet. Early coordination with the adjacent projects
and the many affected utilities is part of the success of
the project to avoid redesign and minimize major
impacts to utilities. Over 6 acres of property acquisition
from approximately 60 parcels is required to meet the
needs of this project. Improvements will be in accordance
with the Project Development Report for Group II
Categorical Exclusion of Bell Road -131st Street to 159th
Street. The project involves federal funds and will be let
through the Illinois Department of Transportation Bureau
of Local Roads.
Illinois Department of Transportation, PTB 181/01,
District 1, FAP 339 (1 L 62) If rom I L 25 to I L 68
COOK & KANE COUNTIES, ILLINOIS
Structural Lead for Phase I engineering for improvements
to the two-lane, rural section of IL 62 through Barrington
Hills. The project is currently in the CSS process with the
first public meeting completed and several Community
Advisor Group meetings being planned. There are two
Y p g g
structures over Spring Creek and tributaries that will
require inspection and full BCR prepared in accordance
with the IDOT BCR Procedures & Practices Manual. Full
replacement is assumed to be required for both
structures with a range of alternatives for full
replacement to be evaluated.
Lake Calumet Trail
CHICAGO, ILLINOIS
Structural engineer for a feasibility study and conceptual
design for a bicycle and pedestrian connection along the
shore of Lake Calumet in Chicago. The scope of the
project involved identifying a bicycle and pedestrian
corridor to connect the Pullman Neighborhood and the
Illinois International Port District to Big Marsh Park.
IIC; IIC:°a'� IIC; III III°°"' VILLAGE OF MOUNT PROSPECT 12
Dave Hilty, PE, CFM
PROJECT ROLE: DRAINAGE ENGINEER
Dave Hilty joined Epstein in 1991, and has
more than 37 years of civil engineering design
experience. Dave is skilled in managing a
project team involved in the design and
construction of roadway improvement
projects, warehouse/distribution facilities,
commercial/retail facilities, and various site
development projects. His responsibilities
include contract preparation, scheduling of
manpower, supervising an engineering staff,
coordinating with multi -discipline project
teams, establishing program design criteria,
reviewing local code requirements, and
providing technical support.
i'�� lil!���I�������I .... � ww' i �i111111111 iiiili'�d�.....,,,,ii� ....,iI,�,N ����0^uui ('io���i"
L....... III b ° ,.. III .........'I III L....... III III L....... III ..........
.. L.......
37 years in Industry
i U°.I!I� III I
University of Illinois at at Urbana Champaign,
Bachelor of Science, Civil Engineering,1984
III............... III ., III; .III I mill III; :. III I
Professional Engineer: Illinois, #062-048902, Exp.
11/30/2027, Issued 02/17/1994
Certified Floodplain Manager, IL-18-00827, Exp.
1/31/2026, Issued 9/28/2018
Illllluuuuuum uuuuwlllu' uwoow uuuuuuu IIIIIII llli uuuuuwu.uuVll"iIIIIVm, uummlll� Illllluuuuuum uuulll, IIIIIII Illllluuuuuum IIII VI Illllluuuuuum
Will County Division of Transportation CH 37
(143rd Street)
WILL COUNTY, ILLINOIS
Drainage Engineer for the Phase II design of the
widening of a 1/2-mile section of 143rd Street from I-
355 to Lemont Road. The roadway improvements
include a two-lane rural section with open
drainage to a five -lane urban section with closed
drainage. The drainage improvements were
extensive with nearly 90 acres of off -site
stormwater entering the County right-of-way at
various locations.
Will County Division of Transportation CH 16
(Bell Road) & CH 37 (143rd Street)
HOMER GLEN, ILLINOIS
Drainage Engineer for the Phase II design of the
Bell Road and 143rd Street intersection
improvement. The intersection will provide three
IDOT 8 through lanes on Bell Road, two through lanes on
143rd Street, dual left turn lanes, dedicated right
turn lanes and raised medians once complete. The
drainage requirements include detention in
accordance with the Will County Stormwater
Management Ordinance. Several detention
alternatives were evaluated including in -pipe,
open-air and underground tank. It was determined
that this project would save over 20% of the overall
drainage costs by providing detention in
underground tanks buried under the parkway. The
proposal is to construct a 1 acre-foot precast tank
along Bell Road and a smaller tank along 143rd
Street.
Department of Transportation Riverview Bridge
CHICAGO, ILLINOIS
Drainage & Permitting Engineer responsible for
coordinating permitting of the trail with the U.S. Army
Corps of Engineers, Illinois EPA, and Illinois Department
of Natural Resources. Coordination of the mitigation of
that portion of the riverine wetland to be filled in to
construct the supporting structure of the trail either
through on -site mitigation or through the purchase of
credits in a local wetland bank.
Illinois Department of Transportation, US 34 from
Sandwich
to Plano
DEKALB AND KEN DALL COUNTIES
Drainage QA/QC Engineer for Phase I engineering
of the reconstruction and widening of 4 miles of
US 34 from West of Gletty Road outside Sandwich,
L to Chilton Way east of Plano, IL.
IIC; IIC:°alp IIC; III III°° VILLAGE OF MOUNT PROSPECT 13
IWIWWBWIYV"NJJ7�fjryV�INV,WdIY(�
04/k
UP
14
'" �f
i
dA�lllur.
/iii P� I0 II �/wr ,' vloluNy
w°luuu� IVI� Ilv,� � iI�N I 1
�u�rJ�iG f(i�
". �;I.wwwuWyyj r
RIM
,
JJ
Beth Norton
PROJECT ROLE: PUBLIC INVOLVEMENT
Beth joined Epstein in 2019 and has over
19 years of experience in planning and
design of major interstate projects. Beth's
specific expertise lies in Phase I engineering,
environmental studies, public involvement,
barrier warrant analyses, traffic studies, crash
analysis, safety studies, plan preparation,
quantity calculations, and technical report
writing.
ie„.. ....... .....„
ui IIL.......IIL... IIL...... S, �I III III III IIL.. III IIL I,� III III III i �' ' IIL..............
22 years in Industry
.........:) � II C' II1,111 �...111. III 'I III'I IIIIIIIi
Marquette University, Bachelor of Science, Civil
Engineering, Milwaukee, Wisconsin, 2007
III'„I'„, . ..I . ........ [,II I�r.
L.....,. III III :............ III°'II,� III':............ „ ,I 4 :k lI III':............ III III III L.."'°" III . III, III III „
N H I course #142005 — N EPA & the Transportation
Decision Making Process
IIIIII IIIIII IIIII IIIIII IIIIIII Illlll ���i IIIIII ���81u� �ll IIIIII ��uu� IIIIII IIIIII �Bi�I lllllll IIIIII �� Illlll 1111 IIIIIIII II1 IIIIII
Illinois Department of Transportation, PTB 181/01, IL 62
(Algonquin Road) from IL 25 to IL 68
COOK & KANE COUNTIES, ILLINOIS
Deputy Project manager for the preparation of
preliminary engineering and environmental studies for
the improvement of five miles of IL 62 (Algonquin Road)
from IL 25 to IL 68. Services include traffic operational and
capacity analysis, intersection design studies for two
signalized intersections, two un-signalized intersections
and one future intersection with Longmeadow Parkway,
hydraulic analysis, bicycle accommodations analysis,
public involvement in accordance with IDOT's CSS
procedures, bridge condition reports for two existing
culverts, and geometric studies for potential widening.
Village of Northbrook Shermer Road Phase II
NORTH BROOK, I LLI NOIS
Public Involvement Lead for Phase II Engineering
Services for Shermer Roadway and Sidepath
Improvements from Walters Avenue to Willow Road. This
project will also include intersection improvements at the
intersections of Shermer Road and Willow Avenue,
Techny Road, and Sherman Drive. To the north, the
project will connect to downtown Northbrook. To the
south, the project will connect to Willow Road which
would provide access to various commercial, industrial,
and residential districts. Project includes d es lighting,
signals, enhanced landscaping, concrete pavement
patching, milling and resurfacing, and high visibility
crosswalks. Public Involvement activities include
presenting the design to various stakeholders that may
be impacted the design. This includes a Public Meeting
where Epstein was responsible for preparation of exhibits,
meeting notices, and conducting the meeting in person
at the Village.
Village of Niles Shermer Road Phase I Study
NILES, I LLI N OI S
Project Manager and Public Involvement lead for a Phase
study to improve the segment of Shermer Road from
Waukegan Road to Dempster Street. This project widens
and resurfaces this segment to accommodate a striped
bicycle lane. The project will be processed as an IDOT CE.
The tasks include agency coordination, existing
conditions assessment, alternatives analysis, Stakeholder
Engagement activities, crash analysis, preliminary design
plans, cost estimate and a Project Development Report.
IIC; IIC:°a'� IIC; III III°°"' VILLAGE OF MOUNT PROSPECT 14
I ua e U a° n , I°°
l Ire et Manager
Mr. Cagney's environmental and construction experience and expertise lie in field sampling, cost
estimating, non-destructive testing, and overseeing the proper implementation of health and
safety plans for construction projects. He has prepared a variety of environmental compliance
technical documents including Site Investigation Work Plans, Corrective Action Plans, Closure
Reports, and Phase I and Phase II ESAs. Specializing with various states' Leaking UST and Voluntary
SRP protocols and working knowledge of federal regulations such as RCRA, CERCLA, and NEPA, he
has been responsible for the oversight of emergency response activities at retail petroleum
releases which include air monitoring, soil, and water sampling, permitting, and public relations.
�
EXPERIENCE
Chicago Department of Transportation, Proposed Wells -Wentworth Connection — Chicago, IL
......
i�)rgiect Gecfllogist
EXI)E!ICENCE
Completed and performed Phase I and Phase II environmental site assessment (ESA) reports
• 26 Years
for the proposed connection of Wells Street and Wentworth Avenue in Chicago, Illinois.
• Joined GSG in 2009
Responsibilities during the Phase I ESA included performing the site visit, reviewing site
historical information, reviewing the regulatory database and FOIA responses, and preparing
AREAS F IEXp E I I SFI
the Phase I ESA report. Responsibilities during the Phase II ESA included supervising soil
• Phase I & II ESAs
borings, conducting soil classification according to USCS protocol, soil sampling, geological
• Site Remediation Program
data interpretation, soil analytical data interpretation, and writing the Phase II ESA report.
Reporting
• LUST Reporting and
Illinois Department of Transportation, Western Avenue Expansion — Chicago Heights, IL
Closure Remediation
IIIII)ir jest G e6lllogiiiiis°III°
• Oversight
Completed and performed Phase II ESA for the proposed widening of Western Avenue from
Erosion and Sediment
West 15th Street to West Sauk Trail in Chicago Heights, Illinois. Responsibilities during the
Control
Phase II ESA included supervising soil borings, conducting soil classification according to USCS
• Natural Resource
protocol, soil sampling, geological data interpretation, soil analytical data interpretation, and
p p� g� 8 g� p Y� p
Conversation and
writing the Phase II ESA report.
Restoration
• Storm Water Quality
DuPage County, 31st Street Improvements — Oak Brook, IL
• Environmental Permitting
Proje �,�„t lcl, IIIII iiiiist
Conducted a Phase II Environmental Site Assessment (ESA) for the 31st Street Improvements
EDUCATION
between Meyers Road and York Road in Oak Brook, IL. Responsibilities during the Phase II ESA
• Bachelor of Science,
included reviewing previously prepared Phase I ESA report and a Preliminary Environmental Site
Geology, Southern Illinois
Assessment for the Project Area, assisting in writing the sampling plan, locating the borings,
University, 1996
supervising soil borings, conducting soil classification according to USCS protocol and soil
sampling.
LICENSES,, REG IS"I'"RA"I'l
. ' I[.:.R "t"I F I CATIONS
Illinois State Toll Highway Authority, Jane Addams Memorial Tollway, Lee Street Exit Ramp —
• Licensed Professional
Cook County, IL
Geologist — # 196.001442,
Project Gel iiist
IL
Completed and performed Preliminary Environmental Site Assessment and Preliminary Soils
• OSHA 40-Hour
Investigation reports for the proposed connection of the relocation of Upper Express Drive and
HAZWOPER
the proposed construction of an exit from eastbound Interstate 90 to the Lee Street exit ramp at
Certificate
M.P. 76.1 in Chicago, Illinois under Contract 1-12-4060. Responsibilities during the PESA included
• OSHA 8-Hour HAZWOPER
performing the site visit, reviewing site historical information, reviewing the regulatory database
Refresher
and FOIA responses, and preparing the PESA report. Responsibilities during the PSI included
• OSHA 10-Hour
supervising soil borings, conducting soil classification according to USCS protocol, soil sampling,
Construction Safety
geological data interpretation, soil analytical data interpretation, and writing the Phase II ESA
Certificate
report.
• I DOT, Documentation of
Contract Quantities
DuPage County, Fabyan Parkway — Batavia and West Chicago, DuPage County, IL
Certificate—#16-11414
IIIII i)i oj (':t Geologist
• Erosion and Sediment
Completed and performed the Preliminary Environmental Site Assessment (PESA) for the widening
Control Workshop
and realignment of Fabyan Parkway, between Illinois Route 38 and the DuPage County -Kane
County Line. Page 1 1
IIC; IIC:°� IIC; III III,°J VILLAGE OF MOUNT PROSPECT 15
Dawn [I I .Ilr , r lll-
Project IM&iriager
Ms. Edgell has extensive experience providing geotechnical analysis and soil -related construction
inspection services, including designing and overseeing subsurface investigations and laboratory
testing programs. That covers geotechnical sampling, rock coring, pavement cores, in situ testing
(i.e., infiltration testing, slug testing), and installation of monitoring equipment (i.e., vibrating wire
piezometers). She oversees the preparation and quality control of technical reports and design
memoranda by staff engineers and project engineers for geotechnical engineering projects that
include shallow and deep foundation recommendations, slope stability analyses for retaining
structures and excavations, pavement design and construction, and earthwork and construction
recommendations. She also prepares calculations, analyses, and reports for complex geotechnical
engineering projects that require slope stability and settlement analysis.
E PE R II II°°" '01
EXPEI1111EIMCE
Village of Chicago Heights, FY2023 Roadway Improvements — Chicago Heights, IL
• 26 Years
Senior Project Engineer
• Joined GSG in 2012
Provided oversight for subsurface exploration programs and laboratory analyses following IDOT
requirements for evaluating and designing roadway improvements for FY 2023 in Chicago Heights,
kREAS ° F".' °° I-')E . "I E
Illinois. The proposed improvements included reconstruction of the roadways and new lane
• Geotechnical Engineering
reconfiguration. Provided oversight of multiple field crews for four sections of Chicago Heights
• Foundation Design
roadway improvements, with a project length of about 36,000 feet, including 118 pavement cores
• Retaining Wall Analysis
and soil borings. Provided oversight and quality control of geotechnical analysis and preparation
• Construction Inspection &
of recommendations for constructing new roadways.
Material Testing
Village of Oswego, Wolfs Crossing Improvements — Oswego, IL
EDUCKnON
e n i iir Piiroject Eiiingineeiiir
Provided oversight for Phase I and Phase II subsurface exploration programs and laboratory
• Master of Engineering,
analyses following IDOT requirements for the reconstruction and improvements of Wolfs Crossing
Geotechnical Engineering
Road in Oswego, Illinois. Provided oversight and quality control of geotechnical analysis and
University of Alberta,
preparation of recommendations for new roadway widening and bike path construction. Provided
Edmonton, Canada
oversight of wetland delineation in Phase I, environmental CCDD investigations for Phase II, and
• Bachelor of Science, Civil
archaeological survey along the right of way.
Engineering, University of
Alberta, Edmonton,
Village of Schaumburg, Rodenburg Road Improvements — Schaumburg, IL
Canada
Senior 1 rm ject Engirwer
Provided oversight for subsurface exploration programs and laboratory analyses following IDOT
ICI IIII° °E% REGISTRA"'riONS,
requirements for the reconstruction and improvements of Rodenburg Road in Schaumburg,
"E1111°°III11F II CA riams
Illinois. Improvements also include the design and construction of a new bike path. Provided
• Licensed Professional
oversight and quality control of geotechnical analysis and preparation of recommendations for
Engineer — Illinois,
the construction of new roadway widening and bike path construction.
062.054911
• Licensed Professional
Village of Schaumburg, Woodfield Road Improvements — Schaumburg, IL
Engineer — Wisconsin,
Senior Project En iir . er
Provided oversight for subsurface exploration programs and laboratory analyses following IDOT
37459-6
requirements for the proposed improvements of Woodfield Road in Schaumburg, Illinois. The
• Licensed Professional
proposed improvements included reconstruction of the roadways and reconfiguration of the new
Engineer — Michigan,
lane. Provided oversight and quality control of geotechnical analysis and preparation of
6201054617
recommendations for constructing the new roadway.
• Licensed Professional
Engineer — Colorado,
Illinois Department of Transportation, Wood Street Improvements — Cook County, IL
0038799
Senior Project
ect Engineer
Provided oversight for multiple field crews for subsurface exploration programs and laboratory
analyses following IDOT requirements. Provided oversight and quality control of geotechnical
Analyzing and preparing recommendations for constructing new roadway widening and utility
installation.
TIC; TIC:°� TIC; III III,°J VILLAGE OF MOUNT PROSPECT 16
Steven °aru alk, PLS
"
Survey it
ccatt dui PrfifdN
Mr. Barczak is a Professionally Licensed Surveyor in Illinois, Wisconsin, Minnesota, and Colorado.
He has land surveying experience in public and private -sector projects. His expertise includes
ALTA surveys, topographic surveys, boundary surveys, IDOT route surveys, GPS data collection,
and plat preparation. He has worked as a Field Technician, Crew Chief, Project Manager, Senior
Project Surveyor, and Survey Manager.
�< < 11
I lug III R I IE IIY CII
Village of La ke m oo r IL 120 and IL 59/US 12
Project Surveyor
Steve was responsible for the topographic survey and cross sections for the roadway improvements
EIII'
E III IIII E hJC E
and proposed bypass storm sewer on IL 120 and IL 59/ US12. Established the existing Right of Way
•
32 Years
•
Joined GSG in 2023
for both IL 120 and IL 59/US 12. Right of Way and Topographic Survey for IL 120 from Volo Village
Road, west of IL 59 to 1,600' east of IL 59, and for IL 59/US 12 from Volo Village Road, north of IL
AR Iu
E EXPERTISE
120 to 1,600' south of IL 120 (approximately 7,500 ft. in length).
•
Topographic Surveys
•
ALTA/NSPS Surveys
Village of Bolingbrook Rodeo Drive
•
Boundary Surveys
Project Surveyor
•
Control Surveys
Responsible for survey services to the Village of Bolingbrook for the reconstruction of
•
Lidar Survey
approximately 1.5 miles of Rodeo Drive, from Naperville Plainfield Road to Kings Road. The project
•
GPS Data Collection
is being processed through the Illinois Department of Transportation (IDOT) Bureau of Local Roads,
•
IDOT Route Surveys
following FHWA policies and procedures.
•
Plats Preparation
U.S. Post Office Facilities — Multiple Locations,, IL
Project Manager
EDUCATION
fieldManaged the is Boundary and Topographic surveys of four U.S. Post
• Bachelor of Science, Office facilities in Aurora, Bloomington, Chicago, and Naperville, IL. The surveys were needed for
Engineering design engineering services for proposed facility improvements. The facilities' sizes varied from 1
Technology, Southern Acre to 10 Acre.
Illinois University,
Carbondale, IL IDOT 1-94 at Old Orchard Road
[)� it ject Suiirveyor
LICENSES,
Responsible for the topographic survey on 1-94 under Old Orchard Road, on the entrance/exit
CEIRTI[�]CATIONS
ramps, and Old Orchard Road. The work included surveying the existing roadway and piers and
• Professional Land
beams on 1-94 under Old Orchard Road, surveying the entrance and exit ramps at 50' intervals,
Surveyor, Illinois, 035-
and surveying Old Orchard Road at 50' intervals.
003269
• Professional Land
IDOT IL 47, South of IL 176 to Reed Road
Surveyor, Wisconsin,
j,cSu
Project ° Surveyor
2990-008
Provided survey services as required for the preparation of contract plans, specifications, survey,
• Professional Land
and cost estimates for the widening and resurfacing of IL 47 in each direction from south of IL 176
Surveyor, Minnesota,
48262
to Reed Road, a length of 4.2 miles.
Commercial Property Survey, Chicago, IL
Project Manager,
Managed the field and office work for a Boundary and Topographic survey of the 720 N. Wells
Street property. The survey was needed for the proposed reconstruction of the property.
IIC; IIC:°� IIC; III III,°J VILLAGE OF MOUNT PROSPECT 17
1p,molzil
1 ao i
r
a,f
i
ice% i rani // ��ii ilia rp
J /
i aaiai / yH
y � / /
��Ii�Ilhm��I��I��IIIIII�I�I�I�I�I�V�IVf�I�Illll���lllfl��lllllllllIIIIII�IIIIIfIII�VIVAI���,by6�r�w��w��rrrr�Nxa���r����YK�Id�e��i��a�rr�PllliS����d�Y1a�,� �i c�J�,� ,� ,1;��,,/i/�������� � :, ,.
Cityof Evanston Chicago Ave Corridor Improvement
EVANSTON, I LLI NOIS
r:3 S
IIIIII
Epstein was selected to prepare Phase I and Phase II Engineering services to
improve a 1.9-mile section of Chicago Avenue, one of Evanston's most diverse
multimodal transportation corridors. Stretching from the City of Evanston's
southern border with Chicago up to Evanston's downtown core, the Chicago
Avenue Corridor Improvement Project will improve walking, bicycling, transit,
and streetscape infrastructure and help implement key objectives in the City's
bicycle plan, streetlight master plan, and sustainability plans.
Epstein's scope of work includes data collection and an existing conditions
assessment, stakeholder engagement and agency coordination, alternatives
analysis, as well as preparation of preliminary engineering plans, detailed
engineering plans and cost estimates. A key component of this project
was to engage business owners along the corridor to seek guidance and
input on proposed corridor improvements, streetscape and public space
enhancements. The proposed scope of improvements included pavement
resurfacing,separated bike lanes bus stop and shelter enhancements ADA
p � p ,
ramp and crosswalk improvements, roadway lighting improvements, parking
modifications, landscaping, place making and traffic signal modernization.
III: Nw III; III:: III; III: III; Ill is III;
Sat Nagar, PE
Senior Project Manager
City of Evanston
2100 Ridge Avenue
Evanston, I L 60201
T 847-866-2967
E snag ar dcityofevanston.org
October 2020-March 2023
w....., ...
Cook Co, Illinois
$1,076,853
i... ,....i. !°°!! IIL..... III:: III: III:
$544,550
;:.I III: �, ...IIL. III:: U III III...: "w Sio U) III::: III:
Locally Funded
Prime Contractor
S C) Ill i Ill i III: IIL
Greg Osborne, PE
John Karlovitz, PE
Anthony Carrillo, PE
Beth Norton
IIC; IIC:°� IIC; III III I VILLAGE OF MOUNT PROSPECT 19
Village of Northbrook Shermer Road
NORTH BROOK, ILLINOIS
Epstein conducted Phase I and Phase II engineering for roadway resurfacing,
curb repairs, concrete patching, shared use path, landscaping, and streetscape
elements along Shermer Road from Willow Road to Walters Avenue in the
Village of Northbrook.
The project is funded through various sources including Surface Transportation
Program (STP) and Cook County Invest in Cook. The proposed shared use path
is part of the larger Northbrook Master Bicycle & Pedestrian Plan updated by
Epstein, which aims to support walking and bicycling as viable, accessible,
and inclusive modes of transportation. Phase I scope consisted of topographic
survey, public involvement, alternatives analysis to choose which side is best,
30% design, environmental documentation for the Categorical Exclusion, grant
application assistance, and Project Development Report approved through the
IDOT Bureau of Local Roads and Streets (BLRS).
Scope for public involvement included three Steering Committee meetings,
two public information meetings, agency meetings, and preparation of
materials for Village website. The Phase II scope included ongoing public
engagement through a public information meeting, animated visualizations,
and detailed plans, specifications, and estimates approved and bid through the
IDOT BLRS. The project also focused on enhancing the corridor's aesthetics,
which involved introducing landscaped median islands, adding lighting,
modernizing traffic signals, and improving crosswalks.
III: Nw III; III:: III; III: III; Ill is III;
Aram Bel ad i
Village Engineer
Village of Northbrook
1225 Cedar Lane
Northbrook, Illinois 60062
T (847) 664-4133
E aram.beladi(- northbrook.il.us
August 2020-December 2024
w ....., III ...
Northbrook Illinois
$859,736
i... ,....i. !° " IIL..... III:: III:
$505,029
;:.I III: ( ...IIL... III:: U III III...: "w Sio U) III::: III:
STP Funded
Prime Contractor
III :III: �° III: °III: Ill: w, S ) Ill i Ill i III: IIL
Greg Osborne, PE
John Karlovitz, PE
Beth Norton
Anthony Carrillo, PE
IIC; IIC:°� IIC; III III VILLAGE OF MOUNT PROSPECT 20
kkrr''
Village of Northbrook Waukegan and Dundee Road Sidepath Feasibility Study
NORTH BROOK, I LLI NOIS
IIIIII ........ r":3
Epstein was selected to prepare a feasibility for the construction of sidepaths
along Dundee Road (IL 68) and Waukegan Road (IL 43) within the Village of
Northbrook, Illinois.
Epstein served as the prime consultant for all work tasks. The scope of work
included identification of project limits and agencies of jurisdiction. As both
roadways are under the jurisdiction of the Illinois Department of
Transportation (I DOT), both project corridors were reviewed using design
criteria from the Bureau of Design and Environment (BDE) manual for the
design of sidepaths.
Epstein identified the project limits and divided the corridors into sections for
further analysis. Epstein reviewed existing conditions with respect to existing
roadway and right of way (ROW) width, presence of sidewalks, traffic signals,
curb ramps, utility lines, environmental information, and other criteria about
potential constraints. Epstein prepared findings of feasibility, cost estimates,
conceptual design, and proposed project phasing.
As these corridors are of significant length within the Village of Northbrook,
both corridors involved the development of conceptual design for improved
bicycle and pedestrian infrastructure at the Dundee Road overpass of 1-294,
Dundee Road interchange at 1-94, and the Waukegan Road interchange at the
1-94 Edens Spur.
III: Nw III; III:: III; III: III; Ill is III;
Aram Bel ad i
Village Engineer
Village of Northbrook
1225 Cedar Lane
Northbrook, Illinois 60062
T (847) 664-4133
E aram.beladi(- northbrook.il.us
November 2020 to April 2021
w ....., III ...
Northbrook, Illinois
$75,000
i...i....i.,!°!,
"IIL..... IIIIIIIII: III:::III: `III: III''"III:
$75,000
;:.I III: ( ...IIL... III:: U III III...: "w Sio U) III::: III:
STP Funded
Prime Contractor
Greg Osborne, PE
John Karlovitz, PE
IIC; IIC:°� IIC; III III I VILLAGE OF MOUNT PROSPECT 21
Village of Niles Shermer Road
NILES, ILLINOIS
Epstein prepared a Phase I study and is currently working on Phase II to
improve Shermer Road from Waukegan Road to Dempster Street. This project
widens and resurfaces this segment to accommodate a conventional bicycle
lane. Epstein's scope of work included agency coordination, existing conditions
assessment, alternatives analysis, Stakeholder
Engagement activities, crash analysis, preliminary design plans, cost estimate
and a Project Development Report. Subconsultants prepared a topographic
survey, geotechnical, and environmental assessment. Alternatives analyzed
include a conventional bicycle lane with minimal widening, a shared use
path, and planted median with a conventional bicycle lane The project will
be processed through the IDOT Project Development Report Categorical
Exclusion.
III: Nw III; III:: III; III: III; Ill is III;
Ogar Somo, P.E., CFM
Civil Engineer II
Village of Niles
6849 To u by Ave
Niles, I L 60714
T 847-588-7925
E ois dvniles.com
J u ly 2023- May 2026
w ....., III ...
Niles Illinois
$ 614,670
$ 417,843
;:.I III: (...IIL... III:: U III III...: "w S III:
Federally Funded
Prime Contractor
Greg Osborne, PE
John Karlovitz, PE
Beth Norton
Suchita Paladugu
IIC; IIC; III III VILLAGE OF MOUNT PROSPECT 22
IDOT IL 62 Algonquin Road from IL 25 to IL 68
COOK AND KANE COUNTY, ILLINOIS
Epstein is the managing partner of a Joint Venture with Clark Dietz, to provide
Phase I engineering for IL 62 (Algonquin Road) improvements from IL 25 to
IL 68 in Cook and Kane Counties. The project expands the existing two-lane
undivided rural road to a five -lane urban section, addressing capacity constraints
and high -crash intersections caused by limited sight distances. Proposed safety
improvements include right-in/right-out intersections, a center median for left -
turning vehicles, and modernization of existing traffic signals.
The project follows Context Sensitive Solutions (CSS) principles, incorporating
a robust public involvement program with a Stakeholder Involvement Plan,
multiple Community Advisory Group (CAG) meetings, public meetings, a project
website, and extensive agency coordination. Alternative evaluations considered
land use, roadway design, posted speed, and coordination with the Forest
Preserve District of Cook County. A preferred alternative has been selected after
public and local official input.
Environmental coordination includes addressing habitats for the Rusty Patched
Bumble Bee (RPBB) and Hines Emerald Dragonfly (HED), requiring formal
consultation with the U.S. Fish & Wildlife Service. A groundwater study by the
Illinois State Geological Survey (ISGS) is assessing impacts on the Galloping Hills
Fen, where H ED have been sighted.
IL 62 borders the Spring Lake Forest Preserve, which has 45 miles of equestrian
and hiking trails. A grade -separated trail crossing under IL 62 is planned to
enhance safety. Epstein is also conducting bridge inspections and designing
retaining walls along 1.5 miles of the project to minimize right-of-way impacts.
Illinois Department of Transportation
Kimberly Murphy
Consultant Studies Unit Head
201 West Center Court
Schaumburg, Illinois
T 847-705-4791
E kimberly.murphy(- illinois.gov
III: J "" III: �" :....IIL. III[['
_III:.
October 2017 to October 2027
Cook County, Illinois
d�
$4,635,393
i... ::;...i....N III: III: III:;„ III: ::.`III:
$1,037,509 to date
! i"Da
Federally Funded
Prime Contractor
� III:w,( :: Ill i III i III: IIL
Greg Osborne, PE
Tim Gall, PE, SE
Theresa Pelletier, PE
Additional responsibilities include data collection, traffic counts, crash analysis, Beth Norton
geometric studies, drainage studies, hydraulic reports, intersection design,
construction cost estimates, traffic maintenance analysis, and the Environmental
Assessment document.
IIC; IIC:°� IIC; III III VILLAGE OF MOUNT PROSPECT 23
[LLAGE017 B'
COOK COUNTY
TIC PORITION
M
IDOT Grand Illinois Trail -Burnham Greenway Trail Extension
BURNHAM, ILLINOIS
IIIIII r":3
Epstein is the Environmental lead for the environmental processing for a 2.75
mile shared use path from State Street in Burnham, IL to Avenue O in the
William W. Powers State Recreation Area in Chicago. The improvement was
originally approved as a Federally Approved Categorical Exclusion in 2010.
Funding has recently been identified, and multiple agencies are moving forward
with Phase II plan preparation. Due to the age of the NEPA approval and
changes in the path's alignment a re-evaluation of the original NEPA document
is necessary. In addition to preparing the NEPA reevaluation document for
federal approval, Epstein is providing geometric support to GSG Consultants for
Phase II of the northern portion of the path from Brainard Avenue to Avenue
for the Illinois Department of Transportation while Cook County Department of
Transportation and Highways is preparing Phase II documents for the southern
portion.
As sub -consultant to GSG, Epstein's scope included coordination and preparation
of the Phase I re-evaluation documentation, reviewing trail alignment, preparing
concept and detailed plans for a new Rectangular Rapid Flashing Beacon (RRFB)
where the trail crosses Avenue O at 130th Street. The project is a partnership
with the Illinois Department of Transportation, Illinois Department of Natural
Resources and Cook County Department of Transportation and Highways.
III:N III: III::III: III::,III: Ill is III:
Illinois Department of Transportation
Carlos Feliciano
In -House Unit Head
201 West Center Court
Schaumburg, Illinois
T 847-705.4106
E Carlos.Feliciano@lllinois.gov
. (1, ''....IIL... Ill i
J a n u a ry 2024- Dece m be r 2026
.............
Cook County, Illinois
1_0i.... ........
y
$5,000,000
....i....�„µ:: ��....i... ���.�IIL..... .............III
$70,500
UJ ............'w°.. I U III::::!'' III
Federally Funded
Subconsultant, environmental lead,
geometric support
Greg Osborne, PE
Theresa Pelletier, PE
Beth Norton
IIC; IIC:°� IIC; III III I VILLAGE OF MOUNT PROSPECT 24
Will Co Division of Transportation Bell Road/143rd St
HOMER GLEN, I LLI NOIS
IIIIII r:3
Epstein is providing Phase II civil and structural engineering design services for
the reconstruction of the Bell Road intersection with 143rd Street. This project's
specific scope consists of widening and reconstruction of 1 mile of Bell Road
and 0.82 mile of 143rd Street. The intersection of Bell Road and 143rd Street
will provide three through lanes on Bell Road, two through lanes on 143rd
Street, dual left turn lanes, dedicated right turn lanes and raised medians once
complete. The project includes new signalized intersections at Bell/143rd and the
two commercial entrances
The fully developed corridor of the north leg of Bell Road is a challenge to
minimize impacts to properties and still provide for the additional 3 lanes
proposed. Five existing segmental block retaining walls are impacted by the
construction and the walls required relocation and/or replacement. Two new
retaining walls (one segmental block and one cast -in -place) are needed due to
grading and ROW issues with a maximum height of 10 feet.
Early coordination with the adjacent projects and the many affected utilities is
part of the success of the project to avoid redesign and minimize major impacts
to utilities. Over 6 acres of property acquisition from approximately 60 parcels is
required to meet the needs of this project. Improvements will be in accordance
with the Project Development Report for Group II Categorical Exclusion of Bell
Road -131st Street to 159th Street.
The project involves federal funds and will be let through the Illinois Department
of Transportation Bureau of Local Roads.
Jeff Ronaldson, PE
County Engineer
Will County Division of Transportation
16841 West Laraway Road
Joliet, Illinois 60433
T (815) 727-8476
Ejronaldson@willcountyillinois.com
J III °... .::........ IIL... IIC : L� IZ,11181111 ...111....111 0 t,i
March 2012-Present
.............
Homer Glen, Illinois
�y
$1,946,673
IIL IIL III . IIL........... IIL III � IIL IIL
$1,670,628 to date
III::::;'.. Iu III::::�11 . III;
Federally Funded
Prime Contractor
w S III„„,,i
Greg Osborne, PE
Tim Gall, PE, SE
Dave Hilty, PE
IIC; IIC:°� IIC; III III I VILLAGE OF MOUNT PROSPECT 25
Illinois Department of Transportation US 3o and IL 5o
MATTESON, I LLI NOIS
r:3 S
IIIIII .......
Epstein provided Phase I Engineering services for the intersection
improvements to US 30 & IL 50 under the Highway Safety Improvement
Program. Project included adding dual left turns on all approaches, right turn
lane on the south and east approaches, traffic signal modernization, drainage
improvements, three Intersection Design Studies and property acquisition. Land
use in the area is heavy commercial with closely spaced intersections.
The improvements to US 30 & IL 50 extended into two commercial entrances
600' away. This required a study of the geometry and capacity analysis of each
of these signalized intersections as well. Drainage improvements included
existing and proposed drainage plans to convert some open ditch drainage to
a fully enclosed system. Pedestrian and Bicycle accommodations were required
to comply with the Department's Complete the Streets Policy. ADA ramps,
crosswalks and shared use paths were part of the study.
Under a separate Phase II contract, Epstein performed the lighting design for
the corridor and provided quality control on the traffic signal at four different
p q Y g
intersections as a sub -consultant to Peralte-Clark. The lighting design evolved
from what was originally proposed in the Phase I. The Village requested
ornamental light poles and traffic signal posts and mast arms be constructed
within the corridor. This required coordination between the Village, IDOT,
vendors and the consultant team. The change also required new photometric
calculations and coordination between disciplines to resolve conflicts with
existing and proposed utilities.
Jessica Feliciano
Illinois Department of Transportation,
District 1
201 West Center Court
Schaumburg, Illinois 60196-1096
T (847) 705-4087
E Jessica. Felicia no(a iIIinois.gov
March 2014 to December 2025
........... 111... IIL.....I . . . . :: (`.... :. ^w, ...11l... III (` III° I
Matteson, Illinois
$499,000
i.....,....�.... '° .............III:: III; III III:: III;' :::`III; III'"III; III::
$ 370,922
SoW u Ill::::�I C IL... II ......... III:
Federally Funded
Z(,) IIL.....III .
Prime Contractor
............
.III.............. Ill:1, Ill i III i III; IIL
Greg Osborne, PE
Tim Gall, PE, SE
John Karlovitz, PE
IIC; IIC; III III I VILLAGE OF MOUNT PROSPECT
26
�e�, �a
�� ���
Project Understanding
We have developed an understanding of the project based
on the information provided in the Request for Proposal,
a site visit by Epstein, a review of the provided plans and
studes, and our experience working with I DOT Bureau of
Local Roads on similar projects.
We understand the Kensington Road Shared -Use
Path (SUP) Phase I Engineering Study is a preliminary
engineering project to develop bicycle and pedestrian
facilities along Kensington Road from Forest Avenue to
Des Plaines River Road (US 45). The project supports the
Village of Mount Prospect's Strategic Plan to create a
complete pedestrian and bicycle infrastructure network,
with Kensington Road identified as a high- priority route
connecting Prospect High School and Randhurst Village.
The corridor involves multiple jurisdictions with Village -
owned sections (Forest Avenue to IL 83) and IDOT-owned
sections (IL 83 to US 45). Roadway characteristics vary with
ADTs f rom 4,950 to 8,150. The project requires coordination
with existing planned projects including the Rand-83-
Kensington Intersection Improvements and the in -design
CN railroad crossing sidepath. Alternative 1 covers Forest
Avenue to the CN railroad tracks, while Alternative 2
extends to Des Plaines River Road, crossing McDonald
Creek and potential pedestrian signal improvements
at the US 45 intersection. Phase I services include data
collection, survey, geotechnical investigations, utility
coordination, environmental coordination, drainage
studies, crash studies alternatives analysis, geometric
design, structure analysis, maintenance of traffic, cost
estimating, right of way analysis, report writing, public
involvement, and coordination with stakeholders.
SUP Objectives
• Create a complete pedestrian and bicycle
infrastructure network
• Enhance pedestrian safety and create facilities for
bicycles on Kensington Road
• Connect Prospect High School and Randhurst
Village to active transportation facilities
• Provide an indirect connection to the future Mclas-
Meadows Pedestrian Bridge and Busse Road
sidepath
Project Objectives
• Complete preliminary engineering for a shared -
use path on Kensington Road
• Set up the project for Phase II engineering and
grant opportunities
• Investigate feasibility of a cycle track or other bike -
only facility adjacent to existing sidewalk
• Evaluate feasibility of an enhanced crossing of
Kensington Road midway between Forest Avenue
and IL 83
• Acquire preliminary engineering approval through
the federal process
• Develop a public outreach program to engage
stakeholders and solicit community input
IIC; IIC:°� IIC; III III VILLAGE OF MOUNT PROSPECT 28
Technical Challenges
• Coordinating with multiple agencies (I DOT,
MWRD, and other permitting agencies)
• Designing for varying road conditions along
Kensington Road (3-lane, 4-lane, and rural
sections)
• Integrating with existing and future projects
(Rand-83-Kensington Intersection Improvements,
CN railroad crossing)
• Crossing McDonald Creek (Alternative 2)
• Identifying needed right-of-way or construction
easements
Community Considerations
• Ensuring comfortable access to the shared -use
path for residents on both sides of Kensington
Road
• Addressing potential impacts on environmental
resources, local businesses, and residents along
the project route
• Meeting community expectations for improved
pedestrian and bicycle infrastructure
• Balancing the needs of various stakeholders
(pedestrians, cyclists, motorists, property owners,
and businesses)
Overview of Team
Epstein has assembled a diverse and highly
qualified team to deliver this project. Epstein as the
prime consultant will perform project
management, project engineering, data collection,
utility coordination, environmental coordination,
drainage studies, crash studies, signal studies,
alternatives analysis, geometric design, structure
analysis, maintenance of traffic, cost estimating,
right of way analysis, report writing, public
involvement, and coordination with stakeholders.
GSG Consultants, Inc. (DBE) will lead survey,
geotechnical, environmental investigations, and
assist with design. We have worked extensively
with GSG over the last 20 years on a variety of
projects. They are part of the team based on the
wide range of services they offer, responsiveness,
and knowledgeable staff.
John Karlovitz, PE will be the Project Manager
and he has over 42 years of experience leading a
team of experts through Phase I roadway projects,
bicycle/pedestrian projects, local agency projects,
and federal aid projects all specifically in northeast
Illinois. John will be the first point of contact for
Mount Prospect. He will be responsible for
delivering the scope within the agreed upon
schedule and budget. John is skilled in
coordinating multiple disciplines and multiple
approving agencies. John recently obtained all the
permits and approvals for Northbrook's Shermer
Road shared -use path which included MWRD,
Northbrook, IDOT, and utilities. John has extensive
experience working and coordinating with a wide
variety of stakeholders including IDOT, FHWA,
MWRD, and utility companies. He is also talented
with cost estimating. His latest accomplishment is
estimating the IDOT project of IL 31 over US 20
bridge replacement within 0.3% of the low bidder.
Greg Osborne, PE, will be serving as lead QA/QC.
Greg has over 27 years of experience in
transportation design, construction, and Project
Management. Greg's expertise is in multi -
jurisdictional Phase I projects and has a specialty in
bicycle/pedestrian design. He has served as Project
Manager or QA/QC on nearly all of Epstein's bicycle/
pedestrian related projects. Greg will be a second
IIC; IIC:°� IIC; III III VILLAGE OF MOUNT PROSPECT 29
point of contact after the Project Manager and will
be available for feedback on the team and Project
Manager. He will ensure quality checks are
occurring and the deliverables are on schedule and
at the level of quality expected by the company.
Greg has been Principal -in -charge, Project
Manager, Project Engineer, and Senior Design
Engineer on dozens of local agency and roadway
projects during his 20 years at Epstein. He is driven
by exceeding client expectations.
Reese DeBlois, PE will act as the team's Project
Engineer. With 13 years in transportation, Reese
brings a wide range of experience in roadway
design, drainage design, signal design, bicycle/
pedestria n desig n, ADA desig n, tra nsportation
planning, and stakeholder engagement. Reese will
be responsible for coordinating the team members
and su bconsulta nts to ensure they have the
information and resources they need to be
successful. He will ensure the designs meet design
criteria for federally funded projects and meet
Mount Prospect and the stakeholder Is goals. Reese
will be supported by our team of Anthony Carrillo,
PE, Brett Walker, PE, and Suchita Paladugu who all
currently work together on our federal aid projects.
Tim Gall, PE, SE will be our lead structural and has
over 25 yea rs of experience i n bridge desig n. Ti m is
the lead structural for all of Epstein's Phase I
projects. Tim has worked on all aspects of
structural design and analysis for major
transportation systems, including roadway and
railway bridges, earth retaining systems, and
facilities.
Beth Norton will act as dedicated personnel to
address the challenge of balancing the needs of
various stakeholders. She will act as lead public
involvement. Beth's 19 years of transportation
experience has almost exclusively been on Phase I
projects in northeastern Illinois for I DOT and local
agencies. She has led Phase I's and reviewed other
consultant Phase I's. She will develop a stakeholder
involvement plan, prepare the communications
and exhibits for the stakeholders to understand
how the project will mitigate impacts to their
day-to-day activities. Beth's recent experience on
suburban Phase I projects will allow her to speak
the same language with the community,
stakeholders, and business owners and to
understand their concerns.
Dave Hilty, PE, CFM will serve as lead drainage.
Dave H i lty brings 37 years of civil engineering
experience to drainage design and hydraulic
analysis. He specializes in drainage design, roadway
construction, and hydraulic analysis using HEC-
RAS software. Dave's responsibilities on the project
will be to design and review drainage analysis,
construction documents, permit applications, and
coordination with municipal, county, and state
agencies.
IIC; IIC:°W IIC; III III I VILLAGE OF MOUNT PROSPECT 30
Scope of Work
Task 1: Data Collection & Review
Epstein and its sub -consultants will collect and
review the following data to inform the alternatives
analysis, development of proposed improvement
plans, and to compile the information into a Project
Development Report (PDR):
Task 2: Topographic Survey
Our subconsultant, GSG, will perform the
topographic survey and hydraulic surveys showing
elevation data, existing ROW limits, benchmarks,
locations of signs and structures, cross streets,
curb, gutter, sidewalk, and beyond the ROW line at
all grade controlling features. GSG will obtain
property information, identify and locate all
existing property lines, right-of-way and
easements. The tree survey will include caliper,
species, and condition of each tree. Detailed grade
points will be taken at intersections where existing
and future ADA ramps will be.
Task 3: Geotechnical Investigation
If new substructure is proposed, a Structure
Geotech n ica I Report (SG R) will be required to be
submitted with the bridge Type, Size & Location
(TS&L) plan. GSG will conduct a geotechnical
investigation of soils and document findings to
inform any issues related to surface and subsurface
conditions that would impact Phase 11 or
construction of proposed improvements. A copy of
this report will be included as an attachment to the
PDR.
Task 4: Utility Coordination
Our utility coordination services include obtaining
GIS and atlas information from municipalities and
private utility companies, supplementing with
topographic survey data to map existing utilities
and identify conflicts with proposed infrastructure.
We analyze potential conflicts and will consider
redesign to eliminate conflicts before coordinating
relocations. If conflicts are significant enough, we
will meet with affected utility companies to discuss
a preferred approach to mitigate the conflicts. We
will prepare a summary of utility conflicts to be
included in the report.
Task 5: Environmental Coordination
Epstein will prepare a Draft Environmental Survey
Request (ESR) for review and discussion with the
Village. Epstein will submit the ESP to IDOT. IDOT
performs environmental assessments. Once
biological, cultural and wetland clearances are
obtained, Epstein will include them in the PDR.
There may be waterways considered Waters of the
US. (WOUS) and impacts within a WOUS should be
measured and mitigated. We will prepare a
narrative describing proposed mitigation measures
to be approved by the USACOE and IDNR.
Epstein's subconsultant, GSG, will perform a
cursory field investigation, a historical records
review, and a database search to identify potential
Recognized Environmental Concerns (RECs). They
will prepare a Preliminary Environmental Site
Assessment (PESA) report to be included as an
attachment to the PDR.
Task 6: Drainage Studies
We will conduct a drainage study to assess the
impacts of the proposed shared use path, ensuring
compliance with Mount Prospect ordinances and
Metropolitan Water Reclamation District (MWRD)
requirements. The study will identify existing
drainage patterns and conditions followed by
proposed drainage improvements. All existing
outlets within the project corridor will be evaluated
to determine their suitability for continued use and
IIC; IIC:°a'� IIC; III III°° VILLAGE OF MOUNT PROSPECT 31
to evaluate their sensitivity to increases in volume
and rate of runoff that may resu It from proposed
improvements. A determination will be made
whether each outlet will result in a measurable
increase in runoff, and recommendations will be
made for each outlet that may include maintaining
existing outlets, providing storm water detention,
developing concept plans for improving outlets or
using an alternative outlet. The IDOT Drainage
Manual will serve as the basis for the calculations
used to support the results.
The Consultant will prepare a hydraulic report for
the McDonald Creek crossing if Alternative 2 is
pursued. Existing and proposed scour
computations will be required. The hydraulic report
will include existing and proposed drainage plans;
narrative; scour analysis; proposed structure
analysis; waterway information table; photographs;
stream bed profile; roadway profile; stream cross
sections; hydraulic analysis using HEC-RAS for the
10-, 50-,100- and 500-year storms to determine
natural, existing, and proposed high-water
elevations.
Permitting through the USACE, IEPA and IDNR-
OWR may be required. The permit will require a
hydraulic analysis to ensure that there are no
impacts to the flood carrying capacity of streams.
The proposed improvement will need to comply
with the requirements of Title 17, Section 3708, of
the IAC, which addresses Floodway Construction.
This regulation addresses appropriate uses of the
floodway that includes recreational facilities such
as trails, bridges and sidewalks. In the case of the
construction of a new bridge, it needs to be shown
that the proposed structure does not result in an
increase of upstream flood stages by more than 0.1
feet when compared to existing conditions for all
flood events up to and including the 100-year
f req uency event.
Task 7: Crash and Safety Analysis
Epstein will perform a crash analysis within the
study limits to identify issues related to operational
and safety deficiencies. This task will include the
compilation, review, and evaluation of 5 years of the
most recent data available. The crash data will be
analyzed and crash rates calculated. The results will
be summarized in a memo written for inclusion in
the PDR.
Task 8: Alternatives Analysis
Epstein will prepare a design criteria document
based on AASHTO Bike Guide, PROWAG, and IDOT
BLR Manual Chapter 42. Alternatives will be
created based on design criteria and project
objectives established at the beginning of the
project with the Village. Epstein will prepare a
report summarizing design decisions made and
the reason. Evaluation criteria will include user
experience, environmental impacts, engineering
criteria, agency requirements, and cost. Other
criteria will be discussed with the Village.
Task 9: Preliminary Design Plans
Epstein will prepare preliminary design plans to be
included in the PDR. This will include:
• Typical sections
• Plan and profile sheets at 1" = 20' scale
• Grading at driveways and challenging
locations will be examined to determine the
need for easements
Task 10: Intersection Design Study
If Alternative 2 is pursued, I DOT will require an
Intersection Design Study at Kensington Road and
Des Plaines River Road. We will evaluate existing
conditions and optimize intersection operations
with the addition of a pedestrian countdown timer
signal and high visibility crosswalk. We will use HCS
to analyze signal timing and Level of Service in
accordance with IDOT standards and procedures.
Task 11: Structural Analysis
If Alternative 2 is pursued, we will complete a
alternatives analysis for either a culvert extension,
or an independent structure across McDonald
Creek. The task i ncl udes a f ield visit to assess
current conditions, and constraints. We will
coordinate with the drainage engineer to optimize
hydraulic opening and scour protection measures.
The study wi I I i nform Phase I with recom mended
crossing type and estimated cost.
IIC; IIC:°a'� IIC; III III°° VILLAGE OF MOUNT PROSPECT 32
Once there is concurrence with the Village on
recommended structural improvements, we will
prepare a Preliminary Bridge Design and Hydraulic
Report to be submitted to I DOT with the PDP.
Task 12: Maintenance of Traffic Analysis
Epstein will evaluate how proposed improvements
can be constructed in a way that minimizes impact
to traff is on existing roadways. We will prepare a
narrative for the PDP that describes how best to
maintain traffic operations during construction. If
any lane closures are expected, we will follow
IDOT's Work Zone Safety and Mobility Pule (BSE-
03-07) which establishes a goal of zero worker
fatalities in work zones.
Task 13: Quantity Calculation and Cost Estimate
Epstein will measure quantities and prepare cost
estimates based on historic local bids and will
submit to the Village at each geometry submittal.
Task 14: Project Development Report
We will prepare the draft project report by
compiling the relevant information, clearances,
correspondence and exhibits and arrange them in
accordance with the NEPA process, District policies
and preferences. The narrative will be written to
summarize existing conditions, proposed
improvements and will include references to
analyses, other reports, findings and background
information. We will submit a draft project report
to the Village for review. Once comments are
received, we will tabulate and respond to review
com ments f rom all reviewers in a disposition of
comments. The report will be updated to address
the comments and re -submitted to the Village as a
final project report. We will work to close out any
questions or issues and gather any necessary
information before submitting a draft project
report. The intent is to agree on what is being
proposed before it is written into the report and
the draft report is a record of what was discussed
and agreed upon. No surprises or new information
will be added to the report without the Village
being aware. Once the report has been accepted
by the Village, we will submit to IDOT for review
and address any comments necessary to obtain
Design Approval.
Task 15: Public Involvement
Public Involvement is one of the most important
aspects for the success of the project. The Epstein
approach will be to develop a plan that is flexible
and modular to react to discovered existing
cond itions a nd i n put f rom the pu bl is a nd
stakeholders. The federal requirement is to hold
one public meeting. However, we recommend
three public meetings during the study. The three
meetings will follow the below format:
Epstein will prepare project communication
materials such as fact sheets, maps, presentations,
meeting boards, meeting announcements, and
social media content and website content.
We will start the process by preparing a public
involvement plan that will include number and
timing of meetings, messaging, and outreach
methods. We recommend using the Village's
website and social media platforms for project
information and promotion. We will also work with
the adjacent agencies and other stakeholders to
promote project information.
Task 16: Stakeholder Coordination
A list of stakeholders will be prepared at the start of
the project and reviewed with the Village. We
anticipate stakeholders to include property owners,
local businesses, school districts, and users of the
corridor. We propose four group stakeholder
meetings with all members followed by one -on -
one's with specific people as described below.
We will meet monthly with the Village to
provide project updates and will prepare meeting
agendas and minutes. The Project Manager will be
responsible for the meetings. Depending on the
agenda, other specialties will be included in the
meeting.
B(, isit . w, ,w C'11... �D111 Our approach to business
coordination centers on early, continuous
engagement to address concerns and build project
advocates. We will initiate one-on-one meetings
with individual business owners to understand
their specific operational needs and concerns, as
this direct engagement has proven most effective
in our experience with projects like the Evanston
Chicago Avenue Streetscape. During design
development, we will work collaboratively with
businesses and the public to create solutions that
meet community needs while minimizing
operational disruptions. This strategy transforms
potential project opponents into champions and
long-term stewards of the improvements.
P .o pet ..: w ..: At the start of the project, we will
investigate landowners and create a log of critical
owners, contact information, touchpoints, and
owner requests to keep track of communications.
We will meet one-on-one with specific property
owners determined with the Village to explain the
project and understand their concerns.
:::::::: The project is seeking federal funds which
requires following I DOT procedures. We will host a
kick-off meeting with them at the Preliminary plan
stage of the project to establish the schedule and
necessary approval deadlines. We also need IDOT's
approval for any work within their right-of-way.
Task 17: QA/QC
A QA/QC Plan will be prepared by Epstein at the
start of the project for acceptance by the design
tea m. The pla n wiI I i ncl ude i nvolvement f rom QA/
QC representatives at the beginning and
throughout the design process to perform
independent checks of milestone deliverables.
Throughout the design, the QA/QC representative
is involved in design challenges, coordination
issues and decision making in order to provide the
best possible solution to our client and the users.
Task 18: Administration and Management
Epstein's Project Manager will prepare monthly
invoices which will include progress reports and
backup documentation consistent with I DOT BLRS
invoice requirements. The Project Manager will
track the fee remaining on the project versus the
work remaining. This task includes the
management of staff and deliverables to ensure
the project team stays on schedule and budget.
The Project Manager will ensure open and
constant communication is occurring between the
Village, sub -consultants and internal team
members. Any work that is outside of the scope will
be discussed with the Village prior to performing
the work. Epstein 's project manager will serve as
the primary point of contact between the Village
and Consultant Team and will work with the Village
to resolve issues that arise and will engage
subconsultants as needed.
IIC; IIC:.: IIC; III III,I VILLAGE OF MOUNT PROSPECT 34
Why Choose Epstein?.
The success of this project requires a firm with
knowledge of both on -street and off-street bicycle
facility design. We have designed over 50 miles of
on -street bicycle lanes and several miles of off-
street bicycle facilities over the last five years.
The Village will benefit from a multi -discipline
firm who can deliver engineering plans, but also
engaging visualizations for ease of understanding
by the community.
These are just some of the examples where Epstein
exceeded the client's expectations. We are able to
do this by utilizing our multi -faceted transportation
support staff. We ultimately work as one group to
leverage the strengths of each individual to provide
an experienced and knowledgeable team on
each project. This creates a well-rounded group of
engineers, which allows us to deliver on aggressive
schedules and quickly react to the needs of the
Village. This is what drives our team to always
improve and always strive to exceed expectations.
In summary, Epstein understands the project -
specific challenges and can apply our experience
to overcome them all. We have specialized
experience in shared use path design, structural
services, multiple disciplines, complicated
jurisdictional challenges, ADA improvements,
complete streets, and public engagement, and
we will meet all the objectives of the project. We
believe our team is most qualified to perform this
project based on the following:
• An experienced leadership/management
team of John Karlovitz, PE (PM), Greg Osborne,
PE (QA/QC), Reese DeBlois, PE (PE), Tim Gall,
PE, SE (Structural), and Beth Norton (Public
Involvement).
• A bridge design team that has a resume of
bicycle/pedestrian only bridge projects.
• A project team that has previously worked
together on similar, successful projects and
has the necessary resources to meet any
schedule.
IIC; IIC:°� IIC; III III VILLAGE OF MOUNT PROSPECT 35
Project Schedule
The project schedule is the same if Alternative 1 or 2 is pursued. The critical path for Phase I is the duration
of the ESP results, and PDR reviews by IDOT. The structural analysis and design can be concurrent with path
geometry. The next page shows a project schedule broken down by task.
2026 2027
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug
Data Collection
Survey
Geotechnical Investigation
Geotech Report (Alt 2)
Utility Coordination
Environmental Coordination - ESR
ESR
Environmental Coordination - PESA
PESA Review
Drainage Studies
Hydraulic Report
Crash and Safety Analysis
Alternatives Analysis
Preliminary Design Plans
Intersection Design Study
Structural Analysis
Maintenance of Traffic Analysis
Quantity Calculations and Cost Estimate
Project Development Report
Public Involvement
Stakeholder Coordination
Design Approval
Legend Review by Mount Prospect
Review by I DOT
• Stakeholder Meeting
0 Public Meeting
III IIIa'". """"" I""""" III'; III III'°° I VILLAGE OF MOUNT PROSPECT 36
i
111inots e lMnspor
pa
J tat'i .
I
January 16, 2025
Subject: PRELIMINARY ENGINEERING
Consultant Unit
Prequalification File
Thomas Smiles
EPSTEIN, A. & SONS INTERN., INC.
600 West Fulton Street
Suite 900
Chicago, IL 60661
Dear Thomas Smiles,
We have completed our review of your "Statement of Experience and Financial
Condition" (SEFC) which you submitted for the fiscal year ending Dec 31, 2023.
Your firm's total annual transportation fee capacity will be $12,000,000.
Your firm's payroll burden and fringe expense rate and general and administrative
expense rate totaling 153.79% are approved on a provisional basis. The rate used
in agreement negotiations may be verified by our Bureau of Investigations and
Compliance in a pre -award audit. Pursuant to 23 CFR 172.11(d), we are providing
notification that we will post your company's indirect cost rate to the Federal
Highway Administration's Audit Exchange where it may be viewed by auditors from
other State Highway Agencies.
Your firm is required to submit an amended SEFC through the Engineering
Prequalification &Agreement System (EPAS) to this office to show any additions or
deletions of your licensed professional staff or any other key personnel that would
affect your firm's prequalification in a particular category. Changes must be
submitted within 15 calendar days of the change and be submitted through the
Engineering Prequalification and Agreement System (EPAS).
Your firm is prequalified until December 31, 2024. You will be given an additional
six months from this date to submit the applicable portions of the "Statement of
Experience and Financial Condition" (SEFC) to remain prequalified.
Sincerely,
Jack Elston, P.E.
Bureau Chief
Bureau of Design and Environment
SEFC PREQUALIFICATIONS FOR EPSTEIN, A. & SONS INTERN., INC.
CATEGORY
STATUS
Special Services - Landscape Architecture
X
Special Services - Public Involvement
X
Structures - Highway: Simple
X
Special Plans - Traffic Signals
X
Hydraulic Reports - Waterways: Typical
X
Hydraulic Reports - Waterways: Complex
X
Special Studies- Location Drainage
X
Location Design Studies - New Construction/Major Reconstruction
X
Special Services - Architecture
X
Special Studies - Feasibility
X
Special Studies - Safety
X
Special Services - Mechanical
X
Highways - Roads and Streets
X
Location Design Studies - Reconstruction/Major Rehabilitation
X
Location Design Studies - Rehabilitation
X
Special Plans - Pumping Stations
X
Special Services - Sanitary
X
Structures - Highway: Typical
X
Environmental Reports - Environmental Assessment
X
Special Studies - Traffic Studies
X
Airports - Design
X
Structures - Highway: Advanced Typical
X
Highways - Freeways
X
Special Services - Electrical Engineering
X
Structures - Moveable
X
Structures - Railroad
X
X PREQUALIFIED
A NOT PREQUALIFIED, REVIEW THE COMMENTS UNDER CATEGORY VIEW FOR
DETAILS IN EPAS.
S PREQUALIFIED, BUT WILL NOT ACCEPT STATEMENTS OF INTEREST