HomeMy WebLinkAbout9.1 MOTION TO ACCEPT PROPOSAL FROM CHRISTOPHER B. BURKE ENGINEERING, LTD. TO PROVIDE PHASE III CONSTRUCTION ENGINEERING FOR THE RAND/CENTRAL/MOUNT PROSPECT ROAD INTERSECTIONS IMPROVEMENT PROJECT FOR AN AMOUNT NOT TO EXCEED $697,170.00.Mr�GauC �'d'+rt;�iect
Subject MOTION TO ACCEPT PROPOSAL
CHRISTOPHERr TO
PROVIDE PH.SE III CONSTRUCTION
ENGINEERING FOR THE RAND/CENTRAL/MOUNT
PROSPECT ROAD INTERSECTIONS IMPROVEMENT
PROJECT F• AN AMOUNT • TO EXCEED
$697,170.00.
Meeting December 7, 2021 - REGULAR MEETING OF THE MOUNT
PROSPECT VILLAGE BOARD
Fiscal Impact
Dollar Amount $697,170.00
Budget Source Congestion Mitigation / Air Quality (CMAQ) grant funds and
Street Improvement Construction Fund
Category VILLAGE MANAGER'S REPORT
Type Action Item
A key component of the Mount Prospect Strategic Plan is to partner with
appropriate government agencies to resolve troublesome intersection issues. One
such area that has received attention in recent years is the three closely spaced
intersections involving Rand Road (US 12), Central Road and Mount Prospect
Road. The traffic -signalized intersections form a triangle that experiences
operational issues on a daily basis. Blocked intersections and poor vehicle
progression are common complaints from motorists. Timing adjustments have
been made over the years with minor improvement. The Village of Mount Prospect
is committed to developing a project that will provide significant enhancements to
the transportation system that will benefit motorists, pedestrians, bicyclists,
nearby businesses, and our residents. In February 2017, the Village adopted the
Rand Road Corridor Study, a document which was the result of years -long data
collection and analysis on how best to improve this corridor; this intersection,
along with Rand/Kensington/Rte 83, were of particular focus. Recommendations in
this study include studying this particular intersection in detail, and complete road
1
network modifications based upon the findings.
In 2017 the Village awarded a contract using local funds to Christopher B. Burke
Engineering, Ltd. (CBBEL) of Rosemont, IL to complete a Phase I Engineering
Study of the intersection. Components of the study included a right-of-way
survey, topographic survey, data collection, alternatives analysis report, drainage
analysis, environmental survey, and lighting review. An initial public meeting was
held in August 2017 to solicit input on issues and suggestions for improvement. A
presentation was then made to the Village Board in April 2018 on a range of
possible alternatives including focused attention on the preferred alternative, and
in May 2019 a second public meeting was held to present the preferred alternative
in greater detail.
The Phase I Engineering Study followed the federal guidelines in order for the
project to be eligible for federal funding in future phases. In 2019, the Village
applied for and was awarded in excess of $5.3 million in federal Congestion
Mitigation & Air Quality Program (CMAQ) funds to be used in all remaining phases:
Phase II Engineering (final design), land acquisition, construction, and Phase III
Construction Engineering (inspection). The Village was also awarded $460,500 in
Invest in Cook funds to be used toward Phase II Engineering (final design) and
land acquisition.
In May 2020 the Village awarded a contract to CBBEL to perform Phase II
Engineering and land acquisition services. Components of this contract include
developing final construction plans & specifications, creating right-of-way and
temporary easement plats, appraising affected properties, and negotiating land
acquisition with property owners. CBBEL has also been instrumental in securing an
additional $2.0 million in CMAQ funds during the past eighteen months for the
project. The contract is anticipated to be completed in January 2022 in order to
meet the March 2022 IDOT letting date.
The Village is now in a position to prepare for the final phases of the project,
construction and Phase III Construction Engineering. IDOT will advertise the
project and open construction bids on March 11, 2022. Once bids have been
opened and IDOT is prepared to award a construction contract, Village staff will
present to the Village Board of Trustees a recommendation to authorize funding
for the local share of the project. IDOT will enter into a construction contract with
the contractor and pay the contractor directly using CMAQ funds. The Village will
reimburse IDOT the local share of the project. Construction is anticipated to begin
in May 2022 and be completed in the summer of 2023.
At this time, Village Staff seeks to enter into a contract with an engineering
2
consulting firm to provide Phase III Construction Engineering services using CMAQ
and local funds. The consultant selected by the Village and approved by IDOT will
provide full-time inspection during construction. The Village will be responsible to
pay the consultant using local funds and seek reimbursement from IDOT for the
federal share. We are approved to receive 80% reimbursement up to $560,000 for
Construction Engineering.
• -IN - 1 • • 11•
As required by the federally -mandated Qualification Based Selection (QBS)
process, the Village solicited Statement of Qualifications from engineering
consulting firms to provide Phase III Construction Engineering services for the
Rand -Central -Mount Prospect Intersection Improvements. A notice was posted on
the DemandStar bidding website and in the Daily Herald. Firms were asked to
submit as part of their proposal the following information:
1. Resumes of key personal
2. Related experience on similar type projects
3. Summary of the firm's approach to the project
4. Prequalification status with IDOT
The Village received seven (7) submissions. The seven consulting firms'
Statement of Qualifications were reviewed on the basis of their understanding of
our goals and their methodology to complete the study. The top three firms were
also interviewed by Village staff. They were then rated (with a maximum score of
100 points) according to these specific categories: project understanding &
technical approach, similar project experience, project team capabilities, IDOT
prequalification status, and overall completeness of submittal. The rankings are as
follows:
Firm Points
Christopher B. Burke Engineering Ltd. 98
ESI Consultants, Ltd. 92
Thomas Engineering Group 91
Ciorba Group 86
Bowman Consulting Group Ltd. 85
GSG Consultants, Inc. 80
IMEG Corporation 78
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CBBEL has put together a very strong project team with extensive experience
working on complex intersection projects. Their proposal is thorough and
anticipates the many different tasks to complete construction and meet all state
and federal requirements. They also have a working relationship with IDOT and
the necessary skills to engage property owners and the community throughout
construction. CBBEL has provided high quality work throughout the project and
has the knowledge and tools to easily transition to the construction phase.
Please note the QBS process is required for this contract as it uses federal funds.
Similar to the Phase II Engineering contract, it does not permit simultaneous
consideration of cost proposals. The IDOT Bureau of Local Roads Design Manual is
the primary guide for utilization of federal funds for road construction projects in
the State of Illinois. The manual stipulates: "'In no case shall the LPA (Local Public
Agency), prior to selecting a consultant for negotiation, seek formal or informal
submission of verbal, written, or sealed estimates of costs or proposals in terms of
dollars, hours required, percentage of construction cost, or any other measure of
compensation".
In general, the QBS process requires owners to advertise the need for services,
request qualifications statements or proposals from consultants, evaluate and
rank consultants, select the most qualified firm, and negotiate a fee.
Cost Proposal
Upon selection of CBBEL as Village staff's highest ranked firm, they provided a
detailed cost proposal including a breakdown of hours by task. Village staff
negotiated with CBBEL to assure the cost proposal has sufficient hours for each
task, is reasonable in price, meets the goals and schedule of the project, and is in
the best interest of the Village.
CBBEL's cost proposal includes 3,905 hours to accomplish pre -construction work
including: shop drawing review and utility relocation, construction observation and
documentation, public outreach, quality assurance of materials, and project
closeout documentation. They will provide full-time inspection throughout the
project and be available outside working hours to address any need that may arise
during construction. Village staff is confident that they have committed a sufficient
number of hours for a project of this size and scope.
CBBEL's rate is approximately $160 per hour (excludes subconsultant costs).
Village staff believes this rate is competitive and is acceptable compensation for
construction engineering based on a project of this complexity.
4
Village staff supports the cost proposal submitted by CBBEL in the amount of
$697,170 to provide Phase III Construction Engineering services. The Village has
been awarded up to $560,000 in CMAQ funds for Construction Engineering. This
represents 80% of the estimated cost of $700,000 for this contract. At a contract
cost of $697,170, the federal share is $557,736 (80%) and the local share is
$139,434 (20%).
Alternatives
1. Accept proposal from Christopher B. Burke Engineering, LTD. for
Rand/Central/Mount Prospect Road Intersections Improvements at a cost not
to exceed $697,170.00
2. Action at the discretion of the Village Board.
Staff Recommendation
Staff recommends that the Village Board accept the proposal from Christopher B.
Burke Engineering, LTD. for Rand/Central/Mount Prospect Road Intersection
Improvements Phase III Construction Engineering for a not to exceed amount of
$697,170.00.
ATTACHMENTS:
vb recommendation map.pdf
CBBEL SOQ.pdf
RSQ. pdf
BLR 05530 Form.pdf
IDOT BLR 05514.pdf
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CLIENT: TITLE: PROJ. NO. 170133
M«un Pnryxx�,
M VILLAGE OF RAND-CENTRAL-MOUNT PROSPECT DATE 02/12/2019
j•�i MOUNT PROSPECT ROAD INTERSECTIONS PHASE 1 SHEET 1 OF ,
ENGINEERING STUDY DRAWING NO.
DSGN. SCALE: 1:6,000
CHRISTOPHER B. BURKE ENGINEERING, LTD. DWN. DRW AUTHOR: I DWALTERS
ffB 9575 W. Higgins Road, Suite 600 • Rosemont, Illinois 60018 - (847) 823-0500 CHKD. PLOT DATE: 1 12/19/2019
FILE: General Location Map
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Submitted To: Submitted By:
Mr. Jason Leib W. Daniel Crosson, PE
Deputy Director of Public Works Executive Vice President
Village of Mount Prospect Christopher B. Burke Engineering, Ltd.
1700 W. Central Road 9575 W. Higgins Road, Suite 600
Mount Prospect, IL 60056 Rosemont, IL 60018
dcrosson@cbbel.com
VB7
October 1, 2021
Village of Mount Prospect
1700 W. Central Road
Mount prospect, IL 60056
Attention: Mr. Jason Leib, Deputy Director of Public Works
Subject: Rand - Central - Mount Prospect
Request for Statement of Qualifications
Phase III Construction Engineering Services
Dear Mr. Leib:
Christopher B. Burke Engineering, Ltd. (CBBEL) is pleased to submit our qualifications to provide
Construction Engineering Services for the Rand - Central - Mount Prospect project. The material
presented is in accordance with the information requested in your RFQ. Also included for your use is
CBBEL's most current IDOT prequalification letter and proof of filing.
The primary contact person for this submittal is W. Daniel Crosson, PE, Executive Vice President, Head,
Construction Engineering Department. He is available to answer any of your questions regarding this
submittal and can be reached at dcrossonCcbbell„corm or on his cell at 847.417.4216. Dan will act as
.......................................................................................................
Project Manager for this project.
CBBEL is proposing Patrick Kielty, PE as Resident Engineer. Pat has previous experience working on
Federally funded projects and is well versed in CMMS and MISTIC databases. Pat is a civil engineer with
45 years of experience in construction engineering. Some of his previous experience includes federally
funded roadway reconstruction projects with signalized intersections.
The material provided in this submittal represents our ability and eagerness to perform the required
services for the Village. Our Design Department has a deep understanding of this project and can assist
the RE on a moment's notice. The CBBEL Project Team looks forward to continue working on this project
with the Village.
If you have any questions or need any additional information, please do not hesitate tocontact me.
Sincerely,
Michael Kerr, PE
President
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Illinois Department of Transportation
2300 South Dirksen Parkway 4 Springfield, Illinois 162764
June 3, 2021
Subject: PRELIMINARY ENGINEERING
Consultant Unit
Prequalification File
Christopher Burke
BURKE, CHRISTOPHER B. ENG., LTD.
9575 W. Higgins Road
Suite 600
Rosemont, IL 60018
Dear Christopher Burke,
We have completed our review of your "Statement of Experience and Financial
Condition" (SEFC) which you submitted for the fiscal year ending Dec 31, 2019.
Your firm's total annual transportation fee capacity will be $72,000,000.
Your firm's payroll burden and fringe expense rate and general and administrative
expense rate totaling 132.36% 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
Preq u alification & 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, 2020. 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 BURKE, CHRISTOPHER B. ENG., LTD.
CATEGORY
STATUS
Structures - Highway: Advanced Typical
X
Special Studies - Traffic Studies
X
Special Studies - Signal Coordination & Timing (SCAT)
X
S ecial Plans -Traffic Si nals
X
Special Services - Construction Inspection
X
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Hydraulic Reports - Pump Stations
X
Hydraulic Reports - Waterways: Complex
X
Special Studies- Location Drainage
X
Special Services - Surveying
X
Location Design Studies - Rehabilitation
X
Special Studies - Feasibility
X
Special Services - Electrical Engineering
X
Special Services - Mechanical
X
Special Services - Sanitary
X
Highways - Roads and Streets
X
Special Studies - Safety
X
Highways - Freeways
X
Location Design Studies - New Construction/Major Reconstruction
X
Location Design Studies - Reconstruction/Major Rehabilitation
X
Special Services - Landscape Architecture
X
Special Plans - Pumping Stations
X
Structures - Highway: Simple
X
Structures - Highway: Typical
X
Special Plans - Lighting: Complex
X
Special Plans - Lighting: Typical
X
Environmental Reports - Environmental Impact Statement
X
Environmental Reports - Environmental Assessment
X
X PREQUALIFIED
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Christopher B. Burke Engineering, Ltd. (CBBEL)
9575 West Higgins Road, Suite 600
Rosemont, Illinois 60018
T: 847.823.0500 1 F: 847.823.0520
cbbel.com
CBBEL is a full-service consulting engineering and surveying firm that comprehensively meets
the needs of our clients, whether in the public or private sector. Founded in 1986 by CEO
Christopher B. Burke, our Illinois -based staff of 209 consists of experienced and responsive
professionals who provide engineering, surveying and environmental services on a personal level.
Committed to delivering consistently accurate, timely and cost-effective solutions to a wide range
of engineering and environmental challenges, our team's expansive list of specializations provide
professionalism and a depth of expertise that promote project success.
RESOURCES
Having received his doctoral degree in civil engineering from Purdue
University, CBBEL CEO Christopher B. Burke embraces education and
encourages continued learning among his employees. Our staff includes four
PhDs, 92 licensed professional engineers, a team of licensed professional
land surveyors, 2 licensed structural engineers and 1 landscape architect.
Additionally, two employees are LEED accredited professionals, five are
professional traffic operations engineers (PTOE), and four have received
the designation of Diplomate Water Resource Engineer (D.WRE). Twenty
four staff members are certified floodplain managers (CFM), 13 are certified
professionals in erosion and sediment control (CPESC) and nine are certified
professionals in stormwater quality (CPSWQ).
Our resources are geographically distributed to create a network of
effective and convenient service. Rosemont is home to our main office
while our other Illinois locations include Evanston and Lockport.
Through leadership positions and active membership in a variety of
professional and educational associations, CBBEL is able to deliver cutting-
edge technology and techniques as they emerge. The outcome is a context -
sensitive approach that rejects outdated cookie -cutter remedies and provides
the best solution. We are proud to be involved with the American Society
of Civil Engineers (ASCE), American Council of Engineering Companies
(ACEC), American Public Works Association (APWA), and more.
Our commitments to hiring exceptional personnel, prioritizing client
relationships and valuing education have earned CBBEL numerous
prestigious awards from the Illinois Department of Transportation, the Illinois
Tollway and the Illinois Chapters ofACEC, APWA, ASCE and the American
Planning Association. Recently, CBBEL was recognized with the IL ESGR
State Award for our "strong support to the National Guard and Reserve." US
52 at River Road (Village of Shorewood); Main Street Streetscape (Village
of Algonquin); Saylor/SwainNallette Stormwater Improvements (City of
Elmhurst) and Lincolnwood Transmission (Village of Lincolnwood) were
awarded APWA Chicago Metro Chapter 2021 Project of the Year. In 2019,
CBBEL was recognized as Kane County DOT's Consultant of the Year and
ASCE's Private Sector Employer of the Year. In 2017, CBBEL clients and
projects received national awards from the APWA, including the Northside
Stormwater Management Project (Village of River Forest) and Elmwood
Park Flood Mitigation Project (Village of Elmwood Park). In addition, five
employees have been the recipient of an APWA Top Ten Leader of the Year
award, two of which went on to win at the national level.
CONSTRUCTION ENGINEERING
Our Construction Engineering Department is prequalified by IDOT for
construction inspection and survey and is comprised of civil engineers,
construction managers, and technicians. Our department of 40, including
19 professional civil engineers and 7 El's, is familiar with the many facets
of engineering that are required for public improvement projects. Additional
staff members are well versed in the construction of civil engineering projects
and most of our staff is certified by IDOT in one or several areas:
Our staff has remained current with IDOT requirements related to
Construction Specifications and Documentation requirements by attending
classes frequently. This allows us to finalize and complete projects in a
timely manner.
CBBEL's Construction Department understands that providing a liaison to
keep the area residents, businesses, and the public informed of construction
activities is of the utmost importance to the success of any project. The
Resident Engineer must be adept at communicating with residents and
businesses affected by the construction as it pertains to the disruption of
daily access to driveways, road closures and detours, construction traffic and
associated noise and dust, coordination of garbage pickup and mail delivery,
re-routing of school bus routes (if required), and the conveyance of general
information regarding construction activities and their impact on the residents
and businesses' daily life.
12
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T. 847.823.0500 1 cbbel.corrr
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YEARS EXPERIENCE: 36
YEARS WITH CBBEL: 27
EDUCATION
Bachelor of Science, 1993
Civil Engineering,
Construction Management,
Illinois Institute of Technology
PROFESSIONAL REGISTRATION
Professional Engineer, IL,
062.052377, 1998
PROFESSIONAL DEVELOPMENT
IDOT SOA Courses:
3 -Day Aggregate for Mixtures
Level I Portland Cement
Concrete
Level II Portland Cement
Concrete
Level I Hot Mix Asphalt
Level II Hot Mix Asphalt
2 Day Nuclear Density
IDOT T2 Documentation
Reviewer
PROFESSIONAL AFFILIATIONS
Illinois Road & Transportation
Builders Association
AWARDS
2013 Recruiter of the Year,
Illinois Road & Transportation
Builders Association
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Mr. Crosson leads a staff of 40 engineers and technicians. He is the Project Manager for all construction
observation and construction inspection projects and oversees CBBEUs Phase III contracts for CDOT, Illinois
Tollway and IDOT. He serves as CBBEL's liaison to Algonquin, Elmwood Park, Glendale Heights, and Lombard.
Previously provided Resident Engineering services to numerous public and private sector clients, including
IDOT, Illinois Tollway and the Capital Development Board. Dan served as FEMA Project Officer for Hurricane
Katrina and Hurricane Rita Reimbursement, assigned to Austin and East Texas.
Main Street Bridge Reconstruction over Crystal Creek, Algonquin: Project Manager. Improvements include
the full reconstruction of the concrete structure, superstructure with prestressed concrete deck beams and
approach pavements. Due to the proximity of the neighboring buildings, drilled shafts were installed instead of
piles. The project also included several decorative items such as pergolas, canopy lighting, decorative archway,
raised urns and masonry columns and benches. Also included is 1501-Fof storm sewer improvements and 200
LF of watermain improvements.
Main Street Reconstruction and Streetscape, Algonquin: Project Manager for S. Main Street between Algonquin
Road (Route 62) and Route 31. Improvements included wet utility replacement, dry utility replacement and
coordination, and streetscape reconstruction. Streetscape improvements include a 22' wide PCC roadway, curb
and sidewalk alterations via bump outs and parking stalls, sidewalk improvements to comply with ADA standards,
ADA entrance ramps to buildings, 30,000 SF of decorative pavers, decorative light pole system, masonry seat
walls and columns, custom gas fireplace, decorative tree wells, planter beds, and a large monument sign.
Madison Street Reconstruction and Streetscape, Forest Park and River Forest: Project Manager for Madison
Street reconstruction and streetscape between Desplaines Avenue and Park Avenue. The third of a mile project
included HMA full depth pavement to accommodate three 11' lanes and two 8' parking lanes. Roadway layout
also includes 2 planted medians and bump outs to delineate the parking lanes. All sidewalks and driveways
were removed and replaced, along with installation of decorative brick pavers within parkways and bump outs.
A decorative light pole system was installed. Also included was the installation of 900 LF of new watermain to
update Forest Park's existing watermain system.
ff"ATNTOTUM
1-90 (Jane Addams Tollway) Roadway and Bridge Reconstruction, Widening (Contracts 4206 and 4233),
Illinois Tollway: Project Manager. Reconstruction of 1-90 from Roselle Rd to Higgins Rd consisted of the complete
replacement and widening of a 4 -mile stretch of both EB and WB 1-90. Improvements included new PCC concrete
pavement, subgrade improvements, asphalt shoulders, crash barriers, storm sewer, lighting and electrical, and
structural improvements. Work included construction of a new exit ramp and Toll Plaza at Roselle Road and ITS
buildings and gantry foundations for an Active Traffic Management System. Structures included a precast PCC
-beam supported dryland bridge, 3 precast concrete double barrel culverts, 9 retaining walls, and 11 noise walls.
Retaining Wall, Noise Wall and Drainage Improvements, Illinois Tollway: This project involved construction
of retaining wall, noise walls and drainage improvements along 1-90 from Arlington Height Rd to Oakton St.
The project included performance based retaining walls, which required design review and coordination with
Tollway and utilities. As Resident Engineer daily duties included overseeing construction observation activities,
coordination with adjacent contracts, facilitating meetings and coordination of materials inspection. Other
duties included contract administration and preparation of change orders and pay estimates.
1-294 Northbound Exit Ramp at Balmoral Avenue: Project Managerforall Phase III services required duringthe
construction of exit ramp and reconfiguration of existing SB entrance ramp. Supervised the Resident Engineer
and subconsultant's staff. Coordinated all MOT changes on 1-294 and various nighttime lane closures during
the project. Construction was accomplished utilizing staged MOT NB and SB on 1-294. All lane restrictions
required on 1-294 to facilitate construction tasks (beam removal and replacement, existing bridge demolition
etc.) were restricted to 8pm to 5am.
1-80 Resurfacing (Harlem Avenue to 1-294), IDOT: Project Manager. This project was constructed using ARRA
funds, therefore, all documentation and material inspections were completed in accordance with federal guidelines.
Project included HMA surface removal, Class D pavement patching, resurfacing with polymerized HMA SMA binder
and surface courses, placement of HMA binder and surface (Mix D) for shoulders and ramps, in -laid pre -formed
plastic striping, surveillance loops, and all other miscellaneous items necessaryto complete the work. Bridge work
included deck patching, expansion joint replacement, and sealing of concrete deck. In addition, the ramp from 1-80
East to 1-57 North included reconstruction of the shoulder, embankment, and ramp lighting upgrades.
15
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I dcrosson@cbbel.com
Contract R-06-5387, Illinois Tollway: Project Manager for Task
Order contract involving Construction Management services for
various Phase III projects. Projects completed to date include RR -
05 -5350 Bridge Repairs for Various Structures along the Reagan
Memorial Tollway (1-88) and RR -06-5465 Reagan Memorial Tollway
(1-88) Resurfacing. Ongoing projects include RR -06-9955 Reagan
Memorial Tollway (1-88) Pavement Marking and 1-05-5369 1-90 and IL
173 Interchange Construction.
Contract R-06-5346, Illinois Tollway: Project Manager/Resident
Engineer on a maintenance project involving nine bridges on the Tri-
State Tollway (1-294). Work included joint repair, bridge deck patching,
barrier wall and noise wall repairs, and latex concrete overlays at NB
Electric Ave and SB Butterfield Rd. The overlays utilized staged traffic
in 5 phases, all other work was completed at night between 9:00pm
and 5:00am. Concrete bridge deck repairs utilized Tollway PP -5
concrete mixed on site with a 3 -hour cure time. Bridge joint repairs
utilized a partial depth Delcrete system. Contract was awarded Bridge
Contract of the Year -Rehabilitation by Illinois Tollway. Construction
Cost $3,500,000.
FAI-90/94 (Dan Ryan Expressway) at 33rd Street, Bridge
Superstructure Replacement, CDOT. Project Manager for Phase III
Services. Project included demolition of the existing deck, structural
steel, pier caps and abutments; then installation of reinforced
concrete abutments, pier caps, structural steel, reinforced concrete
deck and parapets, lighting and signalization. Work coordinated with
IDOT, CTA and ComEd. Construction cost $6,500,000.
2015 Sheridan Road Water Main Improvements Water Main Lining,
Evanston: Project Manager for the lining of approx. 1,800 LF of 18"
water main, installation of approx. 1,800' of 18" ductile iron, 264 LF
of 8" ductile iron water, 775 LF of 6" ductile iron water, 26 LF of 36"
ductile iron water, and 15 LF of 30" ductile iron water main, 15 fire
hydrants and 21 water services between Lincoln St and Emerson St,
related appurtenances, concrete curb and sidewalk repairs, pavement
patching, HMAstreet resurfacing, parkway restoration and all materials,
labor, equipment, and incidental work.
McLean Blvd (Route 31 to Lancaster Circle); Stearns Road Corridor:
Resident Engineer for construction of cast -in-place box culverts,
detention pond excavation, embankments,16,000SYof 10" PCCjointed
pavement, traffic signals (2 each). This contract also involved removal of
an existing 60' timber trestle bridge owned by CNRR, and replacement
with a 120' single span thru girder steel bridge viaduct and the
appurtenant retaining walls adjacent to new railroad bridge abutments.
Stearns Road Corridor -Phase I, Wetland Mitigation, KDOT. Project
Manager for construction of wetlands and detention ponds, as well as
the embankment for proposed roadway and bridge approach. Approx.
contract value is $4.1 million. This included excavation of ponds
and wetlands with spoil material being used to make the proposed
highway embankment. The volume of earth moved was 170,000
CY. Also included was the creation of approx. 30 acres of wetland/
compensation storage/detention ponds.
2009-2010 Bond Improvements, Glendale Heights: Project
Manager for design and delivery of over $9 million dollars of roadway
improvements to various locations throughout the Village. Work included
reconstruction, rehabilitation and resurfacing. Due to the retirement of
the Public Works Director, CBBEL was relied upon to provide a seamless
transition during the Village's recruitment and hiring process.
Rohlwing Road Reconstruction, Rolling Meadows: Full
reconstruction of Rohlwing Rd from Industrial Ave to US 14 (Northwest
Highway). Project included complete removal of existing pavement and
sub -base, construction of a new drainage system, new water main and
services, 10" PCC pavement, retaining walls and a bike path. Due to
extensive industrial traffic the project was staged over a 2 year period.
Retaining Wall Replacement, 1-294 North, Illinois Tollway: Project
Manager for removal and replacement of a retaining wall for purpose
of future widening of 1-294. Proposed retaining wall was a T -Wall
System and included a cast -in-place parapet wall.
I -PASS Lanes at Plaza 19 (River Road/1-90E), Illinois Tollway:
Project Manager for switching of a manual lane to a multi -use
I -PASS designated lane; as well as switching an automatic lane to
a car only I -PASS designated lane. Included was the relocation of
electrical components in the tunnel, concrete and asphalt pavement
reconstruction, proposed signing, lighting improvements and median
barrier wall modifications including drainage improvements.
Oak Creek Resurfacing, Lombard: Resident Engineer for
improvements in the Oak Creek Industrial subdivision. Project
included spot curb repairs, point repairs to storm sewers, signal
modifications and reconstruction of intersection at Oak Creek and
Tinley Road. Project was completed using MFT funding.
IL Route 58 at IL Route 62 Intersection Improvements, Rolling
Meadows: Project Manager. Project consisted of new turn lanes,
traffic signals and lighting in intersection with ADT of 70,000. Provided
coordination with 8 private underground utilities within project limits
and coordination with surrounding businesses.
I -PASS Lanes at Plaza 29 (1-294N) and Plaza 17 (1-90W), Illinois
Tollway: Project Manager for switching of an automatic lane to and -PASS
designated lane. Project included relocation of electrical components in
tunnel, new egress for tunnel, asphalt pavement reconstruction and
median barrier wall modifications with drainage improvements. Daily
duties included construction observation, coordination of material
inspection and documentation of quantities. Other duties included
shop drawing review, contract administration and preparation of
change orders, extra work orders and pay estimates for CSE's review.
Terrace View West Improvements, Lombard: Full reconstruction of
6 blocks of residential streets. Project included several components:
New watermain and new services to all homes; Point repair of sanitary
sewer and new sanitary services to all homes; Complete replacement of
storm sewer system; Complete reconstruction of 3,800 LF of roadways;
Extensive landscaping improvements throughout project; Primary
contact with all impacted residents throughout project; and Primary
contact with grammar school located within project limits.
Balmoral Avenue Extension, Rosemont: Project included several
components: Re -alignment and widening of existing section of
Balmoral Ave; Westward extension of Balmoral Ave including a 250'
bridge over Wisconsin -Central RR; Two ramps for access to and from
NB Mannheim Rd (US 45); Resurfacing of 5,000'of NB Mannheim Rd;
Construction of auxiliary lane for merging and re -alignment of existing
ramp from NB Mannheim Rd to 1-190 EB. Project also included
drainage improvements, street lighting system and relocation of an
existing watermain. Coordination with IDOT, City of Chicago and O'Hare
Airport was required due to their participation in funding.
Darmstadt Road Reconstruction, Hillside: Project Manager for full
reconstruction of Darmstadt Road between IL 56 (Butterfield Rd) and
Wolf Rd. Add lane and signalization improvement of IL 56, High St
to Taft Ave in Berkley. Realignment and full reconstruction of 4,200
LF of roadway. Required extensive coordination with adjacent Hillside
bottleneck projects.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I dcrosson@cbbel.com
16
2orc
Patrick Kielty, RE
[B
iilrldiiialr CalmstlrucUVii ii Illllll�� liii ^iiii�
YEARS EXPERIENCE: 45
Professional Engineer with experience in heavy construction, with a strong background in infrastructure
YEARS WITH CBBEL: 17
construction. Worked on large contracts for underground construction (MWRD Tunnel & Reservoir Plan) and
completed over 90,000 LF of rock tunneling. Extensive experience in construction of diversion structures,
EDUCATION
jacked -pipe installation, large open cut sewer and storm water construction, water main construction and
Bachelor of Science, 1976
detention pond construction. Also worked at O'Hare Field on numerous infrastructure contracts, on urban
Civil Engineering
highway design and construction projects, (both as a Resident Engineer and as a contractor for IDOT and
University of Illinois at
CDOT). Experience in managing large contracts as a Senior Resident Engineer for The Glen, in the Village of
Urbana -Champaign
Glenview, and Village of Orland Park Relief Storm Sewers.
PROFESSIONAL REGISTRATION
Greenbrier Subdivision Improvements, Arlington Heights: Resident Engineerfora contractto make infrastructure
Professional Engineer, IL,
improvements in this 60 year old subdivision. CBBEL designed a flood relief storm sewer system of 5,000 feet
of 48" to 18" RCP to replace the existing drainage system. This will reduce the potential for street flooding for a
062.039352, 1980
100 year rainfall event. There was an existing 1 acre detention pond that was rehabilitated in this contract. It was
drained; the silt was removed; and new slopes were reconstructed to improve water flow both in and out of the
CERTIFICATIONS
basin to increase its storage capabilities. A plot of land was turned into a dry bottom basin to create additional
Documentation of Contract
storage. The overall improvement volume to the pond storage area was 9.2 acre feet. New 8" water mains were
Quantities, IDOT, 18-13310
installed and the water service lines were improved for 150 residential homes in the subdivision. 8,000 feet of
ICORS Training Seminar, IDOT
i street and sidewalks were totally removed and reconstructed to meet current ADA standards. An adjacent 12"
Village transmission water main was rehabilitated using CIPP technology. The length is 1,000 feet using CIPP
Material Management of
methods. Street and landscape restoration costs were kept to a bare minimum.
Job Sites, IDOT
Woodvale Avenue Reconstruction, Deerfield: Assistant Resident Engineer. This CBBEL designed storm water
management improvement was a full roadway reconstruction project located within a floodplain. The project
PROFESSIONAL DEVELOPMENT
scope included; over 10,000 SY of HMA roadway and aggregate base; over 6,000' of curb & gutter; over 15,000
IDOT QC QA Courses:
SF of PCC sidewalk; approx. 2,000' of storm sewer (ranging in diameter from 12" to 42") with accompanying
Erosion Control and
in-line check valves; and approximately 1,500' of new ditch construction complete with landscape architect
Stabilization
designed native plantings.
Equipment Rental Rates
Cypress Area Stormwater and Water Main Improvements (CIPP Lining), Arlington Heights: Resident Engineer
Blue Book Seminar
for 2 separate contracts of a stormwater improvement and a water main improvement project in the area of
Local Agency Resident
Cypress Street. CBBEL designed a flood relief sewer of 3,500' of 66" to 24" RCP and 5.5 acre detention basin
Engineer Seminar
that has 40 acre feet of stormwater storage. The Village decided to perform Cured In Place Pipe (CIPP) lining of
over 12,000 LF of watermain adjacent to the project area and the reconstruction of 3,000 LF of streets in the
Materials Management
project area. The relatively new technology of a CIPP to rehabilitate an existing watermain that was installed in a
Class for RE
backyard easement. Using CIPP methods, street and landscape restoration costs were kept to a bare minimum.
PROFESSIONAL AFFILIATIONS SW Stormwater Mitigation Projects (Phase I& Phase II), Elmhurst: Resident Engineer. Phase I of the
American Society of project features installation of approx. 5,500 LF of storm sewer and related drainage structures, 27,000 CY of
Civil Engineers earth excavation for the proposed basin, street restoration, retaining wall construction, lift station construction
and 800 LF of force main. Phase II features installation of storm sewer and related drainage structures, 19,000
Irish Engineers & Contractors, CY of earth excavation for proposed basin, street restoration, lift station construction, 200 LF of force main and
President, 2010 all other related work.
York Commons/Crescent Cambridge; Madison School; Pine Avon Stormwater Improvements, Elmhurst:
Resident Engineer for construction of 3 new stormwater systems concurrently in various locations. Each new system
transformed available open land to a detention pond and a new storm sewer from 48" to 12". A total of 6,000 feet of
new storm sewer was constructed and 3 detention ponds have a combined storage of 29 acre feet. All streets where
storm sewers were installed were reconstructed with a 4" HMA base and 2" HMA surface, as well as new curb, gutter
as required, new inlets, and new sanitary sewers as required. New detention facilities were all recently tested in the
historic rainstorm of October 14-15, 2017 and no flooding occurred on streets or on private property.
Walnut/Myrtle/Evergreen Stormwater Improvement, Elmhurst: Resident Engineer for construction of
new storm sewer along First St between Highland Ave and Myrtle Ave, and continuing on Myrtle, Second,
and Evergreen streets. Total of 4,000' of trunk storm sewers were installed ranging in size from 72" to 60".
All streets where storm sewers were installed were reconstructed with HMA base course and removal and
replacement of HMA pavement surface, with appurtenant curb and gutter replacement. Approx. 800' of 8"
DIP water main improvements, 1200' of sanitary sewer replacement, and parkway restoration. New 72" and
60" storm sewers make several cross connections with existing City 66" storm sewer, and will serve as a relief
sewer that handles overflow from that existing storm sewer and conveys it to Elmhurst Quarry, which is owned
and operated by DuPage County as a flood control reservoir on Salt Creek.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I pkielty@cbbel.com
17
South Main Street (Route 14 to Rakow Road) Widening and
Resurfacing, Crystal Lake/IDOT/MCDOT: Resident Engineer for
contract to widen and resurface South Main Street and Virginia Road,
and Pyott Road from 3 lanes to 5 lanes. Improvement consisted of
installation of approx. 3,000' of new storm sewers from 48" to 12"
RCP, appurtenant manholes, catch basins and lateral piping; removal
of existing pavement, either full depth and milled; 8,600 cubic yards
of Earth Excavation, 11,000' of new concrete curbs, and placement
of over 15,000 tons of HMA base course and surface course on a
new roadway profile. Project included traffic signal modernization at
2 intersections and replacement of McHenry County interconnect
system between 3 intersections. Duties included shop drawing review,
coordination with local agency (IDOT and MCDOT), coordination of
contractor operations and scheduling QA testing, materials inspection
documentation, documentation of quantities using ICORS, preparation
of change orders, authorizations, and pay estimates using ICORS.
Reconstruction of Ashland Avenue at Pershing Road, CDOT:
Resident Engineer for demolition of existing Ashland Ave Fly -
Over bridge and reconstruction of Ashland Ave at Pershing Rd.
Improvements consisted of removal of Ashland Ave viaduct over
Pershing Rd, and reconstruction of roadway intersection and
approaches, which included the following: Construction of composite
pavement and pavement markings; concrete construction for curb
and gutter, sidewalks, and medians; traffic signal modernization at
the intersection of Ashland Ave and Pershing Rd; roadway lighting
for the corridor; installation of storm sewers, combined sewers, and
water mains; earthwork activities and landscape restoration.
Stearns Road Corridor Phase I, KDOT: Resident Engineer for
construction of wetlands and detention ponds, as well as embankment
for proposed roadway and bridge approach. Approx. contract value
is $4.1M. Includes excavation of ponds and wetlands with spoil
material being used to make proposed highway embankment. Volume
of earth moved was 170,000 CY and approx. 30 acres of wetland/
compensation storage/detention ponds was created. Created 21.5
ac -ft of stormwater storage.
IL Route 58 & New Wilke Road Intersection Improvement, Rolling
Meadows, IDOT. Resident Engineer for reconstruction and widening
of IL Route 58 (Golf Rd) from 1-90 overpass to Meijer Dr and New Wilke
Rd from Golf to the south limit at 1-90. Improvements consisted of a
new vertical profile, 23,400 SY of 10" Jointed PCC Pavement, 4,400
SY of 9" Jointed PCC Pavement, HMA bike path, PCC sidewalks, and
retaining walls. Project included traffic signal modernization at both
intersections, interconnect, and installation of a new storm sewer
system. Duties included shop drawing review, coordination with
local agency, coordination of contractor operations and scheduling
QA testing, materials inspection documentation, documentation of
quantities using ICORS, preparation of change orders, authorizations,
and pay estimates using ICORS.
Jeffery Boulevard Bus Rapid Transit -Pilot Project, CDOT. Resident
Engineer which included accessibility improvements at the bus stops
along the route, roadway improvements along the south portion of
#14 Jeffery Express CTA Route and traffic signal improvements.
Roadway improvements included roadway surface rehabilitation, curb
and gutter modifications, sidewalk improvements, ADA curb ramps,
sewer and utility relocations, roadway lighting relocations, traffic
signal controller replacement, pavement markings, and signage.
Lord Street Sewer Separation System, Phase 2, Elgin: Resident
Engineer for construction. Project consisted of separating the storm
and sanitary sewers from a combined sewer system on Adams and
Morgan Streets in a neighborhood near the intersection of US Route
20 and IL Route 31. Project was a continuation of Phase 1 System
and connected to the upstream storm sewers installed in Phase 1
contract. Total of 6,175' of storm sewers were installed ranging in size
from 36" to 12". Local sanitary sewers were cleaned and televised
and inspected for installation of CIPP linings of sections of existing
clay pipes. In addition, all streets where storm sewers were installed
were reconstructed with an HMA base course for all street patches,
removal and replacement of HMA pavement surface, curb and gutter
replacement. Approx. 800' of 8" and 6" DIP water main improvements
where necessary, and parkway restoration.
Lord Street Sewer Separation System, Phase 1, Elgin: Resident
Engineer for construction. Project consisted of separating the storm
and sanitary sewers from a combined sewer system on Adams, Homer,
Orange, and Souster Streets near Grolich Park at the intersection of
US Route 20 and IL Route 31. A 96" RCP was jacked in place under IL
Route 20 to a new outfall of the storm sewer system into the Fox River.
Upstream of the 200' long tunnel, sewer pipe consisted of 430' of 10'
by 5' box culvert, 2,600' of 66" RCP, 1,700' of 60" RCP and 1,100'
of 48" RCP and appurtenant structures. In addition, all streets where
storm sewers were installed were reconstructed with a concrete base
course for all street patches, removal and replacement of the HMA
pavement surface, curb and gutter replacement, 8" and 6" DIP water
main improvements where necessary, and parkway restoration.
McLean Boulevard (Route 31 to Lancaster Circle) - Stearns Road
Corridor, KDOT: Resident Engineer for construction of cast -in-place
box culverts, detention pond excavation, embankments, 16,000 SY
of 10" PCC jointed pavement, traffic signals (2 each). Contract also
involved the removal of an existing 60' timber trestle bridge owned
by CNRR, and replacement with a 120' single span thru girder steel
bridge viaduct and the appurtenant retaining walls adjacent to new
railroad bridge abutments. Required 20,000 CY of excavation and
project created an additional 3.7 ac -ft of stormwater storage.
Street Resurfacing, Oak Lawn: Resident Engineer. Project consisted
of resurfacing 15 streets for a total of 5 miles. Work included curb
spot repairs, drainage structure improvements, pavement milling,
preparing the base course, installation of new asphalt pavement,
sidewalk repairs, driveway restoration, and parkway restoration.
York Road LAPP (Green St to Irving Park Rd), Bensenville: Resident
Engineer for milling and resurfacing of approx. 0.5 miles of a major
arterial roadway. York Rd is a major truck route in DuPage County,
and intersects with a METRA railroad crossing. Contract includes curb
and sidewalk removal and replacement, manhole frame adjustments
and replacements, HMA milling and resurfacing, replacement of loop
detectors, and pavement marking as required.
Tinley Creek Culvert Replacement, Orland Park: Resident Engineer for
replacement of culverts under 6 streets in a residential neighborhood
on Tinley Creek, along with tree clearing and associated excavation to
improve the flow capacity, in order to reduce the potential for flooding.
York Road/Mohawk/Algonquin Water Main Improvements,
Bensenville: Resident Engineer for construction of 6,500 LF of new
water mains (12" and 8" diameter) and appurtenant valves, hydrants
and services on York Rd and Mohawk/Algonquin Subdivision.
Also included were roadway patching, curb replacement, driveway
replacement, complete roadway surface removal and reconstruction
of the surface course, and new pavement marking.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I pkielty@cbbel.com
18
2orc
Johin Heinz
[B
iiiifiiial, CalmstlaieUVl°iIIll aiiiil gel,
YEARS EXPERIENCE: 38 Mr. Heinz joined CBBEL after 32 years of public employment. He has hands on experience in nearly every
YEARS WITH CBBEL: 6 aspect ofthe Public Works Industry and Municipal Engineering, including 8 years as Director of Public Works for
the Village of Libertyville from 2007 to 2015. As Director, he was responsible for a $6 million Annual Operating
EDUCATION Budget and an $8 million Capital Improvement Budget. He was the Village Board Liaison for Streets, Water
Bachelor of Science, 1983 and Sewer, Parking and Bicycle Committees. Duties included attendance at all public meetings, budgeting,
Civil Engineering, management of all capital improvements and daily operations with emphasis on developing a loyal, dedicated
University of Illinois at team through leadership and education. John's main responsibilities at CBBEL are assisting the Construction
Urbana Champaign Department in Project Management and Business Development.
PROFESSIONAL AFFILIATIONS 2007-2015 DIRECTORF PUBLIC S: LIBERTYVILLE
American Public Works Lead and managed full service public works department, including municipal engineering, streets,
Association Lake County stormwater management, sanitary sewers, lift stations, water treatment, storage and distribution,
Branch, Chicago Metro wastewater treatment, parks maintenance, and fleet services.
Chapter, Life Member
• Made formal presentations at Village Board, Committee and Plan Commission meetings.
President, Lake Branch, 1990 Provided guidance to developers regarding numerous residential, commercial, and industrial projects
President, Chicago Metro proposed within the Village, ensured compatibility and compliance with Village codes and requirements.
Chapter, 1994 Responsible for organizing the design and construction of capital improvements following a successful
$20 million road bond referendum.
AWARDS Coordination of the road bond projects included underground utility televisingto ensure acceptable
National APWA Presidential conditions, water main replacement, sanitary and storm sewer replacement and repair, pavement
Leadership Award, 2019 rehabilitation and reconstruction.
Hall of Fame Award, Chicago Ensured that all field survey, design work and bidding was complete to bid projects out in January/
Metro Chapter APWA, 2016 February and commence construction in spring to ensure completion by September/October.
Richard A. Welton Completed 3 consecutive years of this work and prepared the 4th year.
Stormwater Manager of the
Year, LCSMC, 2015 1989-2007 DIRECTOR OF PUBLICBARRINGTON
National Top Ten Public Works Managed full service Public Works Department including Municipal Engineering, Water Production and
Leader of the Year, 2004 Treatment, Wastewater Treatment, Forestry, Streets, Drainage, Contract Recycling and Refuse, Planning,
Building and Grounds Maintenance and Fleet Services.
Harry S. Swearingen Award, Responsible for Annual Operating Budgets totaling in excess of $6 million, Capital Budgets of $3-4 million.
National APWA, 1996
• Integral part of a team which successfully negotiated with 9 different property owners on a downtown
Western Golf Association redevelopment plan - Garfield Center.
Chick Evans College
Scholarship (4 years) Led a team that successfully constructed all site improvements related to the Garfield Center
redevelopment project. Work included $1 million storm sewer, demolition/construction of new Jewel/
Osco, demolition of various structures, site utilities, parking, landscaping, lighting, within 10 months.
• Served on a team which successfully received in excess of $1 million dollars in Economic Development
funding from IDOT for highway and local road improvements. Led the team that completed the critical
elements of this project in 45 days.
• Effectively reduced Public Works staff while assuming additional duties (Planning, Building and Grounds
Maintenance).
• Served on a team which successfully negotiated the first Public Works labor contract.
• Implemented multi-year capital improvement infrastructure program.
• Responsible for securing 4 grants totaling $1.5 million for restoration and stabilization of Flint Creek
throughout Village. Grant restoration projects selected for a Local and Regional, Project of the Year
1995. Village received recognition from Citizens for Conservation, a local conservation group, for efforts
on the creek - William Miller Award on 2 occasions.
• Promoted and attained developer compliance related totree preservation/protection in all developments.
• Served as a speaker at seminars, symposiums and workshops related to issues such as erosion control,
stormwater management, riparian system management and developer compliance.
19
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I jheinz@cbbel.com
I Jeffirey ll I RE
[B
lrllliiial
YEARS EXPERIENCE: 31
Professional Civil Engineer experienced in construction engineering, design and supervision of federally funded
YEARS WITH CBBEL: 1
local agency contracts. He brings 30 years of IDOT experience to CBBEL. He worked in various roles from Resident
Engineer to Local Agency Area Engineer, also in the Bureau of Design and Bureau of Programming - Hydraulics
EDUCATION
Section.
Bachelor of Science, 1990 I
Civil Engineering
Jeff's extensive experience while working at IDOT includes:
University of Illinois
Supervising Construction of Federal Aid Urban Secondary Contracts
at Chicago
Conducting Preconstruction Meetings
• Reviewing Change Orders, Progress Schedules, and Extensions of Time
PROFESSIONAL REGISTRATION
Performing Plan Reviews for Constructibility
Professional Engineer, IL,
Reviewing Contractor's Compensation Claims
062.050075, 1993
Contributing to Contract Administration Seminars
• Interpreting and Applying Standard Specifications, Special Provisions,
CERTIFICATIONS
Construction Memorandums, and Department Policies
Documentation of
Resolving Conflicts between Contractors, Consultants, and Local Agencies
Contract Quantities, IDOT,
• Guiding Consultants through Proper Contract Administration to Ensure Federal Funding
19-15603
• Administering State Highway Construction Contracts
• Conducting Project Progress Meetings
PROFESSIONAL DEVELOPMENT
• Measuring and Documented Contract Quantities
ACI Concrete Field Testing
• Conducting Final Inspection of Projects
Technician, Grade I
At CBBEL Jeff will be responsible for various construction engineering projects. Responsibilities will include
STTP S19 Piling
contract administration, project management, construction inspection, field engineering, project engineering
STTP S32 Drilled Shaft
redesign and project coordination. Technical skills including field qualifications of material testing, construction
Foundation Construction
layout and surveying, certifications for construction processes and contract documentation.
Inspection
IIIIDOT
STTP-S51 Steel Structure
Local Agency Area Engineer (Kane, DuPage, and Northern Cook Counties) June 2007 - June 2019
Inspection
Acting Area Construction Supervisor (Northern Kane, DuPage, and Cook Counties) Spring 2013
STTP S100 Contract
Acting Area Construction Supervisor (McHenry County), Fall 2012
Administration
Resident Engineer, 1998- 2007
BDE Special Waste,
Bureau of Construction, Bureau of Design & Bureau of Programming- Hydraulics Section, 1990 -1998
Construction Projects and
Special Provisions
PROJECT PEI IIIIENCE
PRG ADA PROWAG District
Main Street/Harrison Street Protected Bike Lanes [Contract #61G60] , Algonquin: Resident Engineer. The $6.3
Training
million dollar protected bike lanes project in Algonquin includes 1.3 miles of PCC and HMA pavement reconstruction,
2,000 ft of multi -use path, construction of a round -a -bout at Main Stand Cary Rd, traffic signal improvements, streetscape
items, roadway lighting, precast modular retaining walls, and water main relocation.
PROFESSIONAL AFFILIATIONS
American Society of
MCDOT Prairie Path Improvements, Algonquin: Resident Engineer. The 1.8 million dollar improvement includes
Civil Engineers
a pedestrian superstructure, precast modular retaining wall, trail reconstruction, arbor plaza, brick pavers, trailhead
lighting, interactive trailhead sign, and landscaping.
Stearns Road Corridor, KDOT*: IDOT Local Agency Engineer responsible for 14 contracts between 2007 and 2018
totaling $101.5 million. Responsibilities included ensuring federal funds were spent within IDOT guidelines. The
projects created new access across the Fox River (Dunham Rd to Randall Rd).
IL 72 over 1-90, IDOT*: Resident Engineer. The project included bridge protective shielding, deck patching, and
overlaying bridge deck with anti -icing system. Total project cost was $810 thousand.
IL 53 Woodfield Dr to IL 68, IDOT*: Resident Engineer. The IL 53 lighting project included removal and replacement
of existing roadway lighting; installation of high light mast towers, CCTV monitoring, and fiber optic extension;
reconnecting existing sign luminaires, underpass luminaires, and lighting units to new lighting controllers. Total
project cost was $2.35 million.
IL 72 (Van Buren to IL 25), IDOT*: Resident Engineer. The project included 1.1 mile of pavement reconstruction,
widening, and traffic signal modernization. Total project cost was $6.87 million.
Lorenzo Road over 1-55, IDOT*: Resident Engineer. The project included removal of the existing superstructure,
construction of a four -span steel beam bridge, reconstruction of the Lorenzo Rd / I-55 interchange including realignment
of Lorenzo Rd, highway lighting, and signage. Total project cost was $10.24 million. *prior experience
20
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Road, Suite 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I jmysliwiec@cbbel.com
RE
NicholasTreimimel
,
[
YEARS EXPERIENCE: 11 Civil Engineer experienced in design and construction enginee ring for highway, tolIway, and municipal roadways.
YEARS WITH CBBEL: 7 Also experienced with preparation of SWPPP for municipal, residential, and county projects; inspection; and
permit submittals. Responsibilities include: site inspection, site development design, and resident engineering,
EDUCATION which consists of construction observation, documentation of contract quantities, coordination and verification
Bachelor of Science, 2011 of material testing and inspection, preparation of record drawings, and close out documentation for a variety
Civil Engineering of agencies and projects.
Purdue University
Software Experience: MicroStation (V7, V8, and GeoPak), AutoCAD, Civil3D, MEPDG software, Microsoft Office,
PROFESSIONAL REGISTRATION Basic computer programming in C++, MatLab, True Basic, HTML, and JavaScript
Professional Engineer, IL, 2020-2025 Various Parking Lots, Forest Preserves of Cook County: Resident Engineer. Assisting client
062.067944, 2015 staffed engineering department to remediate approximately sixty parking lots throughout the Forest Preserve
network. Efforts vary between sites from patch and seal coat, to mill and resurface, to fully reconstruct
CERTIFICATIONS pavements. Drainage improvements, ADA access improvements, and access to natural features such as canoe
Documentation of Contract launches are made as determined at each site. Many sites require field designs as construction progresses. A
Quantities, IDOT 18-13618 portion of the project is utilizing MFT funding.
PROFESSIONAL DEVELOPMENT College View Stormwater Improvements, Elmhurst: Resident Engineer. This project centered around an 8.78 AC -
FT underground stormwater storage chamber system with wet well, pumps, force -main, check valves, and SCADA
IDOTQC QA Courses:
integration. TheCityowned projectwas builton school district property. Coordination between the multiple stakeholder
STTP S33 Soils Field Testing agencies was made efficient by implementing a design -build team. The project was made complex working within
and Inspection Course a tight timeline while students were on Summer break. Project coordination continued post -construction with the
school contracted project to install an artificial turf field, fencing, bleachers, and ADA accommodations.
Storm Sewer Lining Beneath Ardmore Avenue, Glendale Heights: Resident Engineer. Install cured in place
pipe liner in twin 33" by 48" arch shape corrugated metal pipe culverts for a total 400 LF. Additional work
included concrete headwall rehabilitation.
Woodvale Avenue Reconstruction, Deerfield: Resident Engineer. This CBBEL designed storm water
management improvement was a full roadway reconstruction project located within a floodplain. The project
scope included; over 10,000 SY of HMA roadway and aggregate base; over 6,000' of curb & gutter; over 15,000
SF of PCC sidewalk; approx. 2,000' of storm sewer (ranging in diameter from 12" to 42") with accompanying
in-line check valves; and approximately 1,500' of new ditch construction complete with landscape architect
designed native plantings.
SW Stormwater Mitigation Projects (Phase I & Phase II), Elmhurst: Construction Engineer. Phase I of the
project features installation of approx. 5,500 LF of storm sewer and related drainage structures, 27,000 CY of
earth excavation for the proposed basin, street restoration, retaining wall construction, lift station construction
and 800 LF of force main. Phase II features installation of storm sewer and related drainage structures, 19,000
CY of earth excavation for proposed basin, street restoration, lift station construction, 200 LF of force main and
all other related work.
Fullerton Avenue STP, Glendale Heights: Resident Engineer. Fullerton Avenue was rehabilitated with Hot
Mix Asphalt Surface Removal, 3 3/4"; Hot Mix Asphalt Surface Course 11/2"; Hot Mix Asphalt Binder Course
2 1/4"; Class D Patching; Spot Curb and Gutter Removal and Replacement; Spot Sidewalk Removal and
Replacement (ADA Compliant); and New Pavement Markings. Subsurface utility rehabilitation including water
main, sanitary, and storm sewer.
Darlene Lane and Pleasant Avenue Reconstruction, Glendale Heights: Resident Engineer. DuPage
County Community Development Block Grant (CDBG) funded project; install new water main, storm sewer;
full reconstruction of road (including curb and gutter and approaches); realigned intersection geometry.
Coordinated with Village, County, and Contractor.
Storm Sewer Lining Beneath East Fullerton Avenue, Glendale Heights: Resident Engineer. Install cured in
place pipe liner in twin 36" by 54" arch shape corrugated metal pipe culverts for a total 640 LF. Additional work
included concrete headwall restoration.
East Branch DuPage River, Tributary #2 Channel Maintenance, Glendale Heights: Resident Engineer.
Complete Streambank Stabilization including de -silting, boulder toe bank armoring plus coir log and coir fabric
soil wrap stabilization. Work also included over four acres of wetland and floodway restoration and preservation
with selective tree removal plus selective herbicide and brush burning to control non-native vegetation in
conjunction with inter -seeding and planting live plugs to restore native wildlife habitat.
21
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I ntremmel@cbbel.com
Des Plaines River Road at 1-190 WB Ramps and Rosemont CTA,
Traffic Signal Modernization, IDOT, Rosemont: Resident Engineer.
Coordinate between Village, IDOT, and contractor to meet federal and
state requirements. Measurement, inspection, and documentation
using ICORS System. Contract specific tasks including: traffic signal
electrical, street lighting, partial reconstruction, and resurfacing.
1-90 (Jane Addams Tollway) Roadway and Bridge Reconstruction,
Widening (Contracts 4206 and 4233), Illinois Tollway: Construction
Engineer/Inspector. Measurement, inspection, and documentation.
Specifically tasked with the following construction items: overhead
sign foundations, Intelligent Transportation System gantries and
foundations, lighting system and foundations, existing pavement
removal, excavation, placing and grading aggregate subbase, and
paving WMA and PCC concrete pavements.
1-90 (Kennedy Expressway) at Cumberland Avenue, IDOT, Chicago:
Assistant Resident Engineer specifically tasked with inspection and
documentation on all 5 electrical systems: including modernization
of 4 interconnected IDOT signals, 4 interconnected CDOT signals,
IDOT and CDOT lighting, and IDOT Traffic Surveillance for 1-90. Bridge
reconstruction included removal and replacement of bridge including
bridge deck, new beams, abutments and center pier. Project also
included widening and overlay of Cumberland Ave from Higgins Rd to
Balmoral Ave, drainage improvements, reconstruction of exit ramp from
1-90 EB to SB Cumberland and new traffic signals at 7 intersections.
Gregory Avenue Reconstruction, Glendale Heights: Resident
Engineer. Full depth roadway reconstruction including 10" aggregate
base course, 4.5" HMA binder course, and 1.5" HMA surface course;
spot concrete curb and gutter removal and replacement; spotsidewalk
removal and replacement (ADA compliant); and thermoplastic
pavement markings. Subsurface utility rehabilitation including water
main, and storm sewer.
107th Street, Chicago Ridge: Assistant Resident Engineer. Inspected,
measured, and documented daily construction activities and reported
to Resident Engineer. Project included pavement rehabilitation of
107th Street (Ridgeland Ave to Princess Ave and Austin Ave to Menard
Ave) in accordance with LAFO guidelines.
North Avenue Frontage Roads, Northlake: Assistant Resident Engineer.
Inspected, measured, and documented daily construction activities and
reported to Resident Engineer. Developed working relationship with City
Staff. Project included reconstruction and reconfiguration of North Ave
frontage roads from Lavergne Ave to Roy Ave.
2015 SSA Roadway Program, Clarendon Hills: Assistant Resident
Engineer. Inspected, measured, and documented daily construction
activities and reported to Resident Engineer. Developed working
relationship with Village Staff. Project scope included design,
preparation of construction documents, and construction observation
for the resurfacing, installation of concrete shoulder, patch and minor
drainage improvements and restoration of streets using SSA Funds.
2015 Street Resurfacing, Northlake: Assistant Resident Engineer.
Inspected, measured, and documented daily construction activities
and reported to Resident Engineer. Developed working relationship with
City Staff. Scope included preparation of HMA removal, Surface Source,
Binder Course, sidewalk removal and replacement, combination curb
and gutter removal and replacement, and landscape restoration.
2014 Water Main and Roadway Programs, Oak Lawn: Assistant
Resident Engineer. Inspected, measured, and documented daily
construction activities and reported to Resident Engineer. Developed
working relationship with Village Staff. Project included design, bidding,
and construction phase services for resurfacing and infrastructure
improvements for the streets (Otto PI and Alexander PI). Rehabilitation
included either full depth asphalt removal and replacement or
resurfacing as needed, curb, gutter and sidewalk spot repair, and
replacement of handicap ramps. Water main improvements included
construction of a new 8" diameter ductile iron water main, new service
lines and water service boxes, and new valve vaults and fire hydrants,
including IEPA permitting.
2014 SSA Roadway Program, Clarendon Hills: Assistant Resident
Engineer. Inspected, measured, and documented daily construction
activities and reported to Resident Engineer. Developed working
relationship with Village Staff. Project scope included design,
preparation of construction documents, and construction observation
for the resurfacing, installation of concrete shoulder, patch and minor
drainage improvements and restoration of streets using SSA Funds.
2014 MFT Maintenance, Palos Hills: Assistant Resident Engineer.
Inspected, measured, and documented daily construction activities
and reported to Resident Engineer. Project involved the grind and
overlay of various residential streets and patching of others.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I ntremmel@cbbel.com
22
2oic
YEARS EXPERIENCE: 20
YEARS WITH CBBEL: 19
EDUCATION
Bachelor of Science, 2001
Civil Engineering
University of Illinois at
Urbana -Champaign
PROFESSIONAL REGISTRATION
Professional Engineer, IL,
062.058749, 2006
CERTIFICATIONS
Documentation of Contract
Quantities, IDOT, 19-16089
ICORS Training Seminar, IDOT
Material Management of
Job Sites, IDOT
eBuilder Training Seminar,
Illinois Tollway
CMMS Training Seminar,
I DOT
risbuructliimuiiii Illl li iiii
Professional Engineer experienced in civil and construction engineering. Responsibilities include daily
inspections, measurement of quantities, material inspection, required paperwork such as pay estimates, daily
reports, extra work reports, etc., as well as interaction with the contractor and client. Activities observed involve
watermain, storm and sanitary sewer installation, road resurfacing and reconstruction, traffic signals and
lighting, and retaining wall construction. Proficient in documentation for various types of work including FAU, STP,
LAPP, MFT, CDBG, Illinois Tollway and City of Chicago projects. Performs in-house audits of IDOT, Illinois Tollway,
and City of Chicago projects before final review and submittal. Assists with closeout of various IDOT and CDOT
projects throughout the Construction Department. Also responsible for the design portion of various projects by
doing quantity take -offs, compiling contract documents and designing the grading, utility and site plans.
Performed Material Inspection, Documentation and Closeout Assistance to the RE for the following IDOT
Contracts:
• Euclid/Roselle Bike Path, Palatine
• US 14 at Virginia, Crystal Lake
• Reed Road, Huntley
• US 52 / River Road, Shorewood
• Roy Avenue Resurfacing, Northlake
• 21st & 29th Street, Zion
• Euclid Bike Path, Rolling Meadows
• Kirchoff Road Resurfacing, Rolling Meadows
• Barker Ave Bridge Replacement, Rolling
Meadows
• Main Street Bridge Replacement, Algonquin
• IL Route 47 MUP, Huntley
• Sheridan Road, Evanston
• Schwerman Road, Hawthorne Woods
• Oketo Ave & Wilson Ave Resurfacing, Harwood
Heights
• Main Street (Commuter Station), Maywood
• Des Plaines River Road, Rosemont
• Highland Ave, Algonquin
• Madison St, Forest Park
• Lorelei Drive Resurfacing, Zion
• 23rd St/Edina Blvd/29th St Resurfacing, Zion
• Army Trail Road Resurfacing, Wayne
• IL Route 58 & New Wilke Road Intersection
Improvement, Rolling Meadows
• Church St/Crawford Ave STP Intersection
Improvement, Skokie
• Lake Cook Road Multi -Use Path, FPDCC
Ridgeland Avenue Access to Transit, Chicago Ridge: Documentation Engineer for contract to remove and
replace sidewalks and install pedestrian signals at multiple intersections along Ridgeland Avenue. Project
included sidewalk removal and replacement, installation of pedestrian signals and pushbuttons at signalized
intersections, wayfinding signing, pavement markings, curb and gutter removal and replacement, pavement
patching, median planter installation, railroad signal crossing improvements, and roadway lighting. Coordination
with Metra was required. Responsibilities included checking of daily quantities and diary in CMMS; assisting
with pay estimates, authorizations, and weekly reports; and completion of material inspections, final papers,
and project closeout with IDOT.
Old Orchard Road Bike and Pedestrian Path, Skokie: Joint Resident Engineer position with Skokie
inspector. Project included the construction of an HMA bike and pedestrian path including sidewalks, ADA
ramp improvements, forest preserve aggregate path, signage, landscaping, and pavement markings along Old
Orchard Road from Harms Drive to Woods Drive; and traffic signal improvements at Old Orchard Road and
Woods Drive. The path runs adjacent to Cook County Forest Preserve property and Cook County owns the traffic
signals at Old Orchard and Woods Drive. Responsibilities included checking of documentation sent from Village
field inspector and entering daily quantities and diary in ICORS, processing of pay estimates, authorizations,
weekly reports, material inspection, final papers and project closeout with IDOT, and coordination with Cook
County for permits and acceptance.
Black Road Resurfacing, Shorewood: Took over Resident Engineer responsibilities during finalization and
closeout. Project included HMA surface removal and replacement, PCC sidewalk and curb and gutter removal
and replacement, driveway removal and replacement, striping and landscaping. Responsibilities included
agreement to final quantities, checking of documentation, material inspection documentation, authorizations,
final papers submittal and audit coordination with IDOT.
W
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste.. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I niehmann@cbbel.com
Skokie Valley Trail Multi -Use Path, Skokie: Closeout Documentation
Engineer. Project included the construction of a HMA multi -use path
including sidewalks, signage, ADA ramp improvements, landscaping,
and pavement markings along the Skokie Valley Trail Corridor ComEd
easement. Responsibilities included organization of job box, checking
of all documentation work done by Village field inspector, material
inspection documentation, final quantity determination, and final
papers submittal and audit coordination with IDOT.
South Main Street (Route 14 to Rakow Road) Widening and
Resurfacing, Crystal Lake/IDOT/MCDOT. Documentation Engineer
for contract to widen and resurface South Main Street and Virginia
Road, and Pyott Road from 3 lanes to 5 lanes. Improvement consisted
of installation of storm sewers from 48" to 12" RCP, structures and
lateral piping; removal of existing pavement, full depth and milled; earth
excavation, PCC curbs, HMA base course and surface course; and traffic
signal modernization at 2 intersections and replacement of McHenry
County interconnect system between 3 intersections. Responsibilities
included checkingof IDRs and quantity book entries, materials inspection
documentation, and assistance with closeout documentation.
Cumberland Avenue Bridge at 1-90, IDOT: Aided in closeout
documentation. Project included full reconstruction of Cumberland
Avenue Bridge over 1-90, roadway reconstruction and resurfacing, traffic
signal modernization, traffic signal interconnect, retaining walls, and
lighting. Responsibilities included coordination of material inspection,
final quantity determination, and documentation as outlined in IDOT's
Construction Manual.
Reconstruction of Ashland Avenue at Pershing Road, CDOT:
Reconstruction included removal of existing Ashland Ave viaduct over
Pershing Rd, reconstruction of roadway intersection and approaches,
sewer installation, traffic signal modernization, and roadway lighting.
As Documentation Engineer, duties included checking of project IDRs,
review and entry of documented quantities, verification and entry of
material certifications, submittal of CDOT paperwork, assistance with
generation of PCMs, RONs, LICs and pay estimates, and project closeout.
IDOT Work Order Contract — Refining Closeout of CDOT Projects
with IDOT Funding: Created a booklet of checklists and procedures
to be used by the RE, CDOT PM, CDOT Records and Estimates, and
IDOT Engineer during construction and closeout of CDOT projects,
specifically ones with IDOT funding. Goal is to significantly decrease
the time it takes from significant construction completion in the field to
final closeout of contract on the books.
Retaining Wall, Noise Wall and Drainage Improvements on 1-90
(Arlington Heights Road to East of Oakton Street), Illinois Tollway:
Documentation Engineer for installation of retaining and noise walls
along 1-90 corridor, drainage system improvements, sign installation and
relocation, striping and temporary lighting. Duties included review of
submittals and RFIs, documentation in eBuilder system, checking daily
reports and review material documentation.
Arterial Street ADA Ramps — 2011(Central), CDOT. Documentation
Engineer for improvements of 535 ADA Ramps in the Sedgwick Avenue,
Central Avenue, and Pulaski Road Station priority areas. Duties
included daily construction documentation, checking QC paperwork for
all ADA ramps, review and approval of materials, submittal of required
CDOT paperwork, assistance with generation of pay estimates and
PCMs, and project closeout.
Arterial Street ADA Ramps — 2011 (North), CDOT: Documentation
Engineer for improvements of 338 ADA Ramps in the Kimball Avenue
and Logan Square Station priority areas. Duties included daily
construction documentation, checking QC paperwork for all ADA
ramps, review and approval of materials, submittal of required CDOT
paperwork, assistance with generation of pay estimates and PCMB,
and project closeout.
Jeffery Boulevard Bus Rapid Transit — Pilot Project, CDOT: Project
included accessibility improvements at busstops alongthe route, roadway
improvements along south portion of the #14 Jeffery Express CTA Route
and traffic signal improvements. Roadway improvements included
roadway surface rehabilitation, curb and gutter modifications, sidewalk
improvements, ADA curb ramps, sewer and utility relocations, roadway
lighting relocations, traffic signal controller replacement, pavement
markings, and signage. As Documentation Engineer, duties included
checking project IDRs, review and entry of documented of quantities,
verification and entry of material certifications, and assistance with
change orders, force accounts, pay estimates and other CDOT required
paperwork. Also assisted with entries in and use of CDOT websites.
Edgewood Drive Roadway Reconstruction and Widening (Hanson
Road to IL Route 31), Algonquin: Documentation Engineer. Project
included demolition and replacement of a simple span steel beam and
concrete deck bridge structure, replacement of culverts at Ratt Creek
Tributary, installation of new storm sewer and sanitary sewer systems,
roadway reconstruction and widening, bike path installation, striping,
and landscape restoration. Duties included checking daily inspection
reports, coordination of IDOT paperwork and ICORS documentation,
material inspection documentation, assistance with change orders and
pay estimates, and project closeout.
NB 1-294 Exit Ramp at Balmoral, Rosemont: Construction of a NB
1-294 exit ramp at Balmoral, reconstruction of SB entrance ramp and
widening of Balmoral Bridge over 1-294. In addition, Balmoral Ave
was widened and resurfaced, new lighting installed and new traffic
signals. Contract required coordination with Illinois Tollway including
Authorizations to Proceed, shop drawing review, mainline lane closures
and toll plaza electrical equipment installation. As Documentation
Engineer, duties included checking project IDRs, review and entry of
documented of quantities, verification of material certifications, and
assistance with change orders, force accounts and pay estimates.
Elgin O'Hare Expressway, IDOT. 2.25 miles of milling, HMA pavement
and striping on the Elgin O'Hare Expressway and interchange ramps at
1-290. Worked as sub -engineer to Thomas Engineering Group; reported
directly to IDOT Resident Engineer. Responsibilities included daily
inspection and coordination, measurement of quantities and material
documentation. All field work was completed during night shift.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I nlehmann@cbbel.com
24
201c
i I ,REa KOE
ii1flair li,iir j IManager
iir
[
YEARS EXPERIENCE: 10 Senior Project Manager with experience in Phase I traffic signal studies and Phase II traffic signal design.
YEARS WITH CBBEL:9 Experience includes Project Development Report (PDR) preparation, Intersection Design Studies (IDS), Traffic
Impact Studies, Warrant Analysis, and participating in public information meetings. Responsibilities include
EDUCATION preparation of Phase I documentation such as PDRs and Phase II construction plans for the installation and
Bachelor of Science, 2008 modification of traffic signals, fiber optic signal interconnects, and implementation/components of Advanced
Civil Engineering Traffic Management Systems (ATMS).
University of Illinois at Chicago
Software Experience: VISSIM Microscopic Simulation program (PTV America), CORSIM Microscopic Simulation
PROFESSIONAL REGISTRATION program (McTrans), Synchro/Sim Traffic Modeling (Trafficware), HCS7 (McTrans), ArcGIS Geographic Information
Professional Engineer, IL,
Systems (ESRI), MicroStation V8i (Bentley), Microsoft Office
062.067808, 2015
ILLINOIS EPA T F TRANSPORTATION
CERTIFICATIONS Traffic Signal Modernization, Wood Street Reconstruction Project: Project Engineer responsible for
Professional Traffic preparation of contract plans and specifications for the removal and replacement of eight existing traffic signal
Operations Engineer, #4197 installations, temporary and permanent traffic signal interconnect, and two interconnected railroad at -grade
crossings. Project consisted of reconstruction of Wood Street (unmarked IDOT route) from 159th Street to
Traffic Signal Technician, 138th Street located in the municipalities of Harvey, Riverdale, and Dixmoor.
Level II
PROFESSIONAL AFFILIATIONS DUPAGE G (VISI FTRANSPORTATION
Engineers Without Borders 2018 Traffic Signal Design Engineering Services Contract
Chicagoland Professional, Trombone Mast Arm Replacement Project, WO #2: Project Engineer responsible for developing construction
Chapter President, 2014-2015 plans and specifications to remove and replace outdated traffic signal trombone mast arms and upgrade
pedestrian accommodations at the intersections of Park Blvd at Abruzzo Lane and Bloomingdale Rd at Sidney
PROFESSIONAL DEVELOPMENT Avenue located in Glen Ellyn and Glendale Heights.
IDOT District 3: 75th Street at Clarendon Hills Road, WO #2A: Project Engineer responsible for developing construction plans
PCC Concrete Testers Course and specifications to remove and replace the existing traffic signal installation, install wireless interconnect,
Asphalt Inspection Class and upgrade pedestrian accommodations at the intersection of 75th Street at Clarendon Hills Road located in
Glen Ellyn.
Pavement Patching Course
Advance Warning Flashing Beacon Installation on Bloomingdale Rd, WO #3: Project Engineer responsible for
Construction Survey Course developing construction plans and specifications to install advance warning flashing beacon assemblies with "Be
Safety Training Class Prepared to Stop" signage at the intersections of Bloomingdale Rd at Windy Point Drive and Bloomingdale Rd at
Brandon Drive located in Glendale Heights to address potential sight distance issues.
Earth Excavation Course
75th Street at Naper Blvd, WO #4: Project Engineer responsible for developing construction plans and
Piling and Deep specifications to remove and replace the existing traffic signal installation, install traffic signal interconnect,
Foundations Course and upgrade pedestrian accommodations at the intersection of 75th Street at Naper Blvd located in Naperville
Small Drainage as part of the County's Intersection Improvement project. The project was process through IDOT Bureau of
Structures Course Local Roads and Streets and awarded through the IDOT April 2019 letting.
Bolting & Structure Steel Trombone Mast Arm Replacement Project, WO #5: Project Engineer responsible for developing construction
Placement Course plans and specifications to remove and replace outdated traffic signal trombone mast arms, improve signal
head visibility, and upgrade pedestrian accommodations at the intersections of 97th Street at Lemont Road,
Fall Protection Course Glen Ellyn Rd at St. Matthew's Church, and Addison Rd at Potter Street located in Lemont, Glendale Heights,
and Wood Dale.
63rd Street at Springside Avenue, WO #6: Project Engineer responsible for developing construction plans and
specifications to install a traffic signal installation and install wireless interconnect at the intersection of 63rd
Street at Springside Avenue located in Downers Grove.
Advance Warning Flashing Beacon Installation on 75th Street, WO #7: Project Engineer responsible for
developing construction plans and specifications to install advance warning flashing beacon assemblies with
"Be Prepared to Stop" signage on the east approach of the 75th Street and IL 53 intersection to address issues
with queue backup and undesirable sight distance. The project was located in Woodridge.
Cass Rd at 1-55 N Frontage Rd, WO #9: Project Engineer responsible for developing construction plans and
specifications to modify the intersection striping, left turn handhole, and left turn detection at the intersection
of Cass Rd and the 1-55 N Frontage Road located in Darien as part of the County's Cass Road resurfacing
project. The project was approved through the IDOT permit section and built by the County.
25
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbeLcom I ejensen@cbbel.com
OTHER PROJECTS
Cook County 2020 Traffic Signal Modernization Project, Various
Locations: Project Manager responsible for developing construction
plans for removal and replacement of traffic signal equipment at
thirteen (13) intersections and the modification of an additional ten
(10) intersections in various locations in Cook County. The plans were
developed in partnership with Delta Engineering Group. The project
also includes the implementation of a cloud -based ATMS system for
the County's Schaumburg Road interconnect system. Project will be
let through CCDOTH.
IL 25 (Spring Street to Post Office Entrance), Aurora: Project
Engineer responsible for creating design plans for removal and
replacement of 2 signalized intersections near the renovated Aurora
Transportation Center, as well as installing traffic signal interconnect
to interface with the City's existing IT network infrastructure. Plans
and specifications met City of Aurora's traffic signal design standards
and included video detection as well as traffic monitoring cameras.
Project was let through IDOT and used federal funds.
Deerfield Road Reconstruction Phase II, Deerfield and Highland
Park: Project Engineer responsible for Phase II traffic signal plan
sheets. Project consisted of removal and replacement of 9 existing
traffic signals and modification of an additional signal installation.
Temporary traffic signal installations and temporary interconnect were
utilized to maintain traffic control during construction. Project provided
temporary and permanent fiber optic interconnect to Deerfield and
Highland Police Departments. In addition, an Overheight Vehicle
Detection System was also included in plans for the intersection of
Deerfield Rd at Chestnut St for low clearance structure at Metra rail
line. Project was let through IDOT and used federal funds.
IL 47 Multi -Use Path (Del Webb Boulevard to Kreutzer Road),
Huntley: Project Engineer responsible for preparing traffic signal
modification plans and specifications to accommodate proposed
multi -use path. Accessible Pedestrian Signals were installed
throughout the corridor. The intersection of IL 47 at Huntley Crossing
required relocation of controller cabinet and double handholes, which
required a temporary traffic signal installation. Project was let through
IDOT and used federal funds.
135th Street at New Avenue, Lockport: Project Engineer responsible
for preparing design plans and specifications to remove and replace
existing traffic signal installation. Temporary traffic signal plans were
developed to maintain traffic control during construction. Temporary and
proposed traffic signals required railroad interconnect and coordination
with ICC. Project was let through WCDOT and used federal funds.
151st Street (West Avenue to LaGrange Road), Orland Park: Project
Engineer responsible for preparing Intersection Design Studies for
the Project Development Report regarding the Village's Roadway
Reconstruction project. The analysis was performed using HCS and
received Design Approval by IDOT.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I ejensen@cbbel.com
-26
2orc
Anthony DeRlcco, RE, LEED
AP,
h°°Illl IIIIIIIIII iiu liii , IIII 111191111iiii i liiiiiu iiu ii gg Sect�vl'li
11�B
Professional Electrical Engineer with experience in a wide array of construction projects focusing on electrical
YEARS WITH CBBEL:30 applications. Experience includes design of roadway/site lighting, sports lighting, recreational facilities,
YEARS WITH CBBEL: 21 wastewater and storm/flood control pump stations, potable water pump stations, generator applications and
EDUCATION site irrigation. Responsibilities include assessing initial design criteria, evaluating design scenarios, creating
photometric design submittals, creating exhibits, designingand constructing complete CAD drawings, generator
Bachelor of Science, 1990 sizing, developing cost estimates, shop drawing review, QA/QC review and construction observation.
Electrical Engineering
University of Illinois at Extensive computer capabilities include: AGI 32 for photometric calculations; MicroStation and AutoCAD for
Chicago plan drawings; Excel and EDR (Electrical Designers Reference) for voltage drop calculations, panelboard
circuit loads/schedules and fault current calculations; Kohler Spec Sizer, Caterpillar Spec Sizer and Cummins
PROFESSIONAL REGISTRATION Power Suite for generator sizing; Power Point and Paint Shop Pro for creating exhibits and image manipulation.
Professional Engineer, IL, Bluebeam for project collaboration and plan review/markup.
062.057484, 2004
ROADWAY LIGHTING ESI
Professional Engineer, WI, 159th Street (US 6) and Dixie Highway Improvements, Markham: Project Manager. Project included
42880-6,2013 approximayely 4,300' of roadway widening and lighting improvements. Project consisted of converting
approximately 30 existing IDOT roadway lighting standards from HID to LED, relocating existing IDOT and
CERTIFICATIONS Village lighting standards and proposed combination lighting at two new signalized intersections. Project was
LEED Accredited Professional permitted thru IDOT. Duties included photometric calculations, electrical design, creation of contract drawings
USGBC and specifications, summary of quantities, engineer's cost estimate, new electric service coordination.
Lighting Certified The Boulevard, Plainfield/Joliet: Project Manager. Project included approximately 4,300' of new roadway
Professional NCQLP including lighting improvements. Project consisted of 36 new decorative type light poles and one new lighting
controller. New light poles were 35' tall with 160W roadway type LED luminaire with twin 20W decorative type
PROFESSIONAL AFFILIATIONS LED luminaires mounted at 13' and GFCI receptacles. Duties included photometric calculations, electrical
Illuminating Engineering design, creation of contract drawings and specifications, summary of quantities, engineer's cost estimate,
Society of North America electric service coordination, shop drawing review and construction observation.
(IESNA) Broadway Street Reconstruction and Streetscape, Coal City: Project Engineer. Project included approximately
Consulting Electrical 3,400' of roadway widening and streetscape improvements. Project consisted of removal of existing lighting
Engineers (CEE), Division of and installation of 42 new decorative type light poles and 1 new lighting controller. New light poles were 35' tall
the Electric Association with 172W decorative teardrop type LED luminaires and GFCI receptacles. Also included design of conduits/
handholes for future fiber optic cable and CCTV cameras. Project was let by IDOT. Duties included photometric
calculations, electrical design, creation of contract drawings and specifications, summary of quantities,
engineer's cost estimate, new electric service coordination, shop drawing review and construction observation.
Glenlake Street Lighting Improvements, Rosemont: Project Manager. Project included approximately 4500'
of roadway lighting improvements. Project consisted of removal of existing lighting and installation of 34 new
decorative type light poles and one new lighting controller. New light poles were 30' tall with 90W decorative
pendent type LED luminaires and GFCI receptacles. Project also included assisting the village with ComEd
LED incentives. Duties included photometric calculations, electrical design, creation of contract drawings
and specifications, summary of quantities, engineer's cost estimate, new electric service coordination, shop
drawing review and construction observation.
Roadway and Bridge Reconstruction (1-294) Mile Long Bridge, Willow Springs/Hodgkins/Countryside:
Project Manager. Project included approximately 11,000' of interstate widening (5000' of which were on a
bridge). Project consisted of removal 81 light poles, 114 temporary wood light poles, 131 proposed light poles,
24 underpass luminaires, 3 lighting controllers and waterway navigation lighting. Also included was coordination
with pole manufacture for design of 21 custom temporary 60' steel poles attached to bridge pier caps. Project
was permitted thru IDOT and the US Coast Guard. Project was Tollway let. Duties included master plan design
options, photometric calculations, electrical design, creation of contract drawings and specifications, summary
of quantities, engineer's cost estimate, and new electric service coordination.
Stage 1D -Harrison and Main Streets, Algonquin: Project Engineer. Project included approximately 2300' of
roadway lighting improvements. Project consisted of removal of existing lighting and installation of 49 new
decorative type roadway and pedestrian lighting units and one new lighting controller. Roadway lighting units
were 25' and 30' tall with decorative LED type luminaires and GFCI receptacles. Pedestrian lighting units were
14' tall with decorative acorn LED type luminaires and GFCI receptacles. There were three roadway cross
sections and one roundabout that required photometric calculations. Project was IDOT let. Duties included
photometric calculations, electrical design, creation of contract drawings and specifications, summary of
quantities, engineer's cost estimate, and new electric service coordination.
27
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I adericco@cbbel.com
Chicago Avenue Corridor Improvements, Evanston: Project
Engineer. Project assessed the existing conditions of the street
lighting system along Chicago Avenue in Evanston and assembled
the findings in a lighting evaluation. Project also included preliminary
recommendations on improving the existing systems based on
City standards. Light meter readings were used to gather existing
conditions and preliminary proposed photometrics were designed
using AGI 32. There were nine intersections and six roadway cross
sections that required photometric calculation. Duties include
photometric calculations and creation of contract documents.
Algonquin Road Path, Mount Prospect: Project Engineer. Project
includes approximately 8500' of roadway lighting improvements.
Project consisted of conducting a study to investigate retrofitting the
existing HID street lighting with new LED luminaires and installing
new LED street lighting where none existed beforehand. Roadway
lighting units were proposed to be 40' tall with village standard LED
roadway luminaire. There were three intersections and five roadway
calculations that required photometric calculations. Duties included
photometric calculations, creation of concept drawings and engineer's
cost estimate.
Windsor Drive Widening and Streetscape, Oak Brook: Project
Engineer. Project included approximately 2300' of roadway lighting
improvements. Project consisted of the installation of 19 new
decorative type light poles, 22 tree up lights, ground mounted
receptacles and two new lighting controllers. New light poles were
30' tall with 80W decorative type LED luminaires. Duties included
photometric calculations, electrical design, creation of contract
drawings and specifications, summary of quantities, engineer's cost
estimate and new electric service coordination.
Scott Street Subdivision Street Lighting Improvements, Rosemont:
Project Manager. Project included approximately 20,000' of street
lighting improvements. Project consisted of removal of existing lighting
and installation of 111 new decorative type light poles and one new
lighting controller. New light poles were 30' tall with 126W decorative
pendent type LED luminaires and GFCI receptacles. Due to the size
of the project design and construction was split into five stages over
the project's duration. Project also included assisting the village with
ComEd LED incentives. Duties included photometric calculations,
electrical design, creation of contract drawings and specifications,
summary of quantities, engineer's cost estimate, new electric service
coordination, shop drawing review and construction observation.
Bridge Point Itasca Lighting, Itasca: Project Manager. Project
included approximately 2,600' of roadway lighting improvements.
Due to roadway widening the existing lighting system was in conflict
and required relocation as a means of cost savings. Poles in conflict
were relocated with new foundations, cable, wire and were tied back
into the existing infrastructure. Two signalized intersections and three
roadway cross sections required photometric calculations. Duties
included photometric calculations, electrical design, creation of
contract drawings, specifications, summary of quantities, engineer's
cost estimate and permitting through IDOT and Cook County.
Howard Street Corridor Improvements, Evanston: Project
Engineer. Project included approximately 6,900' of roadway lighting
improvements. Due to split jurisdiction along Howard Street between
Evanston and CDOT multiple lighting units were used throughout the
project limits. The existing City of Evanston light poles were removed
and replaced with either the City Standard roadway light pole, 30' tall
davit arm pole with 171W roadway LED luminaire, or match the CDOT
decorative roadway standards. Existing CDOT light poles had their
existing HID luminaires removed and replaced with their LED standard
decorative type luminaires. Project required extensive coordination
between the two entities to ensure a quality product that would satisfy
both parties. Four signalized intersections and three roadway cross
sections required photometric calculations. Project was permitted
thru CDOT. Project was let by IDOT. Duties included photometric
calculations, electrical design, creation of contract drawings and
specifications, summary of quantities, engineer's cost estimate, and
new service coordination.
US Route 52 and River Road Lighting Improvements, Shorewood:
Project Engineer. Project included approximately 2,800' of roadway
lighting improvements. Project consisted of removal of existing
lighting and installation of 17 new decorative type light poles and
reusingthe existing controller. New light poles were 40' tall with 219W
cobra head type LED luminaires and banner arms. Also included
design of combination intersection lighting. Project was let by IDOT.
Duties included photometric calculations, electrical design, creation
of contract drawings and specifications, summary of quantities,
engineer's cost estimate, shop drawing review and construction
observation.
Lunt, Barry, Lyndon and Chestnut Roadway/Parking Lot Lighting,
Rosemont: Project Manager. Project included approximately 4,000'
of roadway lighting improvements and site lighting improvements.
Project consisted of removal of existing lighting and installation
of 20 new aluminum spun type light poles for the roadway, 9 new
aluminum light poles for the site and one new lighting controller. New
roadway light poles were 35' tall with 215W cobra head type LED
luminaires. New site light poles were 30' and 35' tall with 282W area
type LED luminaires. Project also consisted of installing new conduits
for dry utilities (ComEd, AT&T), and gated entry with detector loops.
Duties included photometric calculations, electrical design, creation
of contract drawings and specifications, summary of quantities,
engineer's cost estimate, new electric service coordination, shop
drawing review and construction observation.
Howard Street Improvements, Niles: Project Engineer. Project
included approx. 3,000' of roadway widening and streetscape
improvements. Project consisted of 37 new decorative type light poles
and 1 new lighting controller. New light poles were 35' tall with 158W
decorative pendent type LED luminaires. There were 2 signalized
intersections within the project limits, which required photometric
calculations. Scope included photometric calculations, electrical
design, creation of contract drawings and specifications, summary
of quantities, engineer's cost estimate, and new electric service
coordination. Project was IDOT let.
Madison Street (Park Drive to Des Plaines Avenue), Forest
Park: Project Engineer. Project included approx. 1,800' of roadway
widening and streetscape improvements. Project consisted of 31 new
decorative roadwaytype light poles and 2 new lighting controllers. New
light poles were 35' black fluted tapered steel with 1-185W roadway
and 1 - 35W pedestrian LED luminaires. There were 2 signalized
intersections and 1 railroad crossing within the project limits, which
required photometric calculations. Scope included photometric
calculations, electrical design, creation of contract drawings and
specifications, summary of quantities, engineers cost estimate, new
electric service coordination, and construction observation.
Uptown Streetscape (Phase 4), Park Ridge: Project Manager
responsible for photometric design, electrical design, irrigation
design, utility coordination, plan preparation, specifications and cost
estimate. Project included 43 new ornamental roadway poles, 26 new
pedestrian scale light poles, 68 tree receptacles, 1 lighting controller,
irrigation and over 89,000' of wire.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I adericco@cbbel.com
28
2orc
John
RE, RLS
Murphy,
to li°��ireslWeiit, Illh°iead, , tmiiir IIII')qpaiirtiii iiiiiii°
[B
YEARS EXPERIENCE: 36 Professional Engineer and Land Surveyor accountable for managing office and field survey personnel.
YEARS WITH CBBEL:23 Responsibilities include establishment and maintenance of survey procedures; budgets and contract
preparation; logistical planning and research; and supervision of staff and calculations of survey data.
EDUCATION
Bachelor of Science, 1987
Civil Engineering P F SSI LLAND SURVEYING
Wentworth Institute of ALTA/ACSM Land Title Surveys
Technology The preparation of "ALTA/ACSM Land Title Survey" that meet the current accuracy standards jointly adopted by
ALTA, ACSM and NSPS. For purposes of Title Insurance Companies to insure title to land without exceptions as
PROFESSIONAL REGISTRATION to the many matters which might be evidenced by public records. Some projects include:
Professional Land Surveyor, • Major General Emmett J. Bean Center, Lawrence, IN
IL, 035003421, 2001 • Prairie Holdings Corporation, Grayslake
Professional Land Surveyor, Hyatt, Lisle
IN, 20400062, 2004 Hyatt, Deerfield
• Hyatt, Rosemont
Professional Land Surveyor, • AAOS Building, Rosemont
MA, 40040, 1997
• Fashion Outlets of Chicago, Rosemont
Professional Land Surveyor,
WI, 2548-8,2000 Plat of Annexation
The preparation of "Plat of Annexation" suitable for a municipality to annex land that is contiguous to their
Professional Engineer, MA, municipality. Some municipalities prepared for include:
41050, 1999 • Crestwood
Professional Engineer, IL, • Elk Grove Village
062.061506, 2009 • Flossmoor
• Franklin Park
PROFESSIONAL AFFILIATIONS • Hawthorn Woods
NSPS-ACSM Survey Technician • Roselle
Certification Program • Woodridge
Illinois Professional Land Tax Increment Financing (TIF) Districts
Surveyors Association The preparation of a written legal description and at times a plat depicting an area of a municipality designated
Indiana Society of for Tax Increment Financing (TIF) District. Some municipalities prepared for include:
Professional Land Surveyors • Forest Park
Wisconsin Society of Land Franklin Park
Surveyors • Glendale Heights
• Highwood
• Melrose Park
• Monee
• Posen
• Richton Park
• River Forest
• Roselle
• Rosemont
• Skokie
• South Chicago Heights
• Shorewood
• Steger
Plat of Vacation
The preparation of a "Plat of Vacation" suitable for a municipality to vacate pubic streets, alleys or easements.
Some municipalities prepared for include:
• Chicago Ridge
• Grayslake
• Hawthorn Woods
Rosemont
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I jmurphy@cbbel.com
r�
LAND SURVEYING SERVICES
Algonquin Road Bike Path and Sidewalk Improvements, Mount
Prospect: Provided plats and legals for construction easements
for the preliminary design of an eight -foot asphalt path, which will
be constructed on the north side of Algonquin Road and replace/
supplement existing segments of five-foot concrete sidewalk. Five-foot
concrete sidewalk will be constructed on the south side of Algonquin
Road, supplementing existing segments of sidewalk.
Sheridan Road/Chicago Avenue Improvement Project, Evanston:
Prepared topographic and right-of-way verification survey on Sheridan
Road/Chicago Avenue cycle track to complete the protected bikeway
corridor on Church and Davis Streets to Sheridan Road via Chicago
Avenue. This process included verifying elevations for Evanston's
Benchmark System, topographic survey of 2 miles ± of Sheridan
Road/Chicago Avenue. Establish project right-of-way based on
existing right-of-way monuments and existing maps, research records
and quality control of collected data.
Alley Paving Program, Evanston: Performed topographic/right-of-way
survey on various alley improvement sites referenced to the City of
Evanston's survey monument system. Assisted with establishment
of monumented alley ROW centerline alignment and final submittal of
topographic survey plan and profile sheets.
2222 Oakton Street, Evanston: Performed field crew coordination,
documents and plats research, boundary analysis, computations and
final preparation of a plat of survey for two lots owned by the City of
Evanston. Post boundary survey prepared two lot re -subdivision for
the city for future development.
Garnett Place and Alley Survey, Evanston: Performed documents
and plats research, ROW and property line analysis and computations
and final preparation of existing ROW, property lines and base line
exhibit. Also, right-of-way centerline alignment and final submittal of
topographic survey plan and profile sheets.
Chicago Water Partners (1999-2019): CBBEL is currently retained
by the City of Chicago to provide topographic survey and base
drawings production for over 100 miles of water main replacement
projects affecting more than 300 City streets. CBBEL is responsible
for the completion of base map design plans according to Chicago
Department of Water Standards. We also coordinate our MBE and
WBE subconsultants for each project to ensure adherence to said
standards and timely completion of projects. It is necessary to base
all data on IL East State Plane Coordinates NAD'83 to conform to City
of Chicago GIS Applications, compute all ROW retracement, review
final plans, and submit finished product packages to Chicago Water
Partners. This project has also encompassed a generation of base
maps for the client's use with the ADA special ramp design and
construction projects maintaining CDOT Standards.
1-90, Elgin Tollbooth to US Route 20, Illinois Tollway: Survey
Manager for design and roadway reconstruction. The existing roadway
will be widened both east and west bound directions. Surveying
responsibilities included creation of a signed and sealed "Plat of
Highway" for acquisition of ROW and easements along project corridor
per Tollway/IDOT Standards. Required document research for the
reestablishment of ROW lines, parcel lines and section lines along
the project, and coordination of field crews for field survey and recon
to obtain existing field evidence of existing boundary lines and ROW;
calculation and analysis of data to determine existing boundaries and
ROW; and coordination of drafting of the "Plat of Highway" along with
the writing of legal descriptions for various easements to be acquired
for project. Along with existing conditions survey of the project corridor,
including stream surveys and cross sections every 100'.
1-294 Balmoral Off Ramp, Illinois Tollway, Rosemont: Survey Manager
for design and roadway construction. The new ramp is a northbound only
exit ramp leading into Rosemont. Surveying responsibilities included
creation of signed and sealed "Plats of Acquisitions" for acquisition
of ROW and easements along project corridor per Cook County DOT
Standards. Required document research forthe reestablishment of ROW
lines, parcel lines and section lines along the project, and coordination
of field crews for field survey and recon to obtain existing field evidence
of existing boundary lines and ROW; calculation and analysis of data to
determine existing boundaries and ROW; and coordination of drafting
of the "Plat of Highway" along with the writing of legal descriptions for
various easements to be acquired for project. Also the field surveying of
an Existing Conditions survey of the project corridor.
GIS, Rolling Meadows: Project Manager for updating and augmenting
the City's existing GIS Base Map address and street databases. City's
original data was 5 years old and work entailed the addition of recently
added subdivisions and commercial property, along with adding and
naming of all private streets. Performed an overall QA/QC of existing
data to bring it up to date and match existing databases within Public
Works, Police and Fire Departments, and Community Development.
Also, for the Public Works Department: established a City-wide base
map to be used by all levels of government including design of street
and address maps; updating and design of digital storm, sanitary and
water utility maps for use in City's GIS; coordination of workstation setup
and installation with single license of ArcView and Arc Reader; and for
Police and Fire Departments: assisted in the design and creation of the
City's 911 response street and address databases.
GIS, Glendale Heights: Project Manager for preparation of GIS Base
Maps and Utility Atlases. The Village wanted to set up Village -Wide
Base Maps for use in coordination of operations involving underground
utilities. Utilized the current Village atlases, although outdated, to
expedite the start-up. Created a base map in Phase I comprised of
information obtained from DuPage County GIS Department. Performed
QA/QC to make the data consistent with the existing Village address
and street maps. Also "rubber sheeted" the existing atlas information
for all utilities onto the base sheets in data compatible with ESRI's
ArcView 9.0 software. In Phase 11, created a pilot program for atlases
for the water, sanitary and storm infrastructure. Utility atlases for two
quarter sections were developed based on field observations with the
use of GPS and conventional surveying methods. Standard GPS and
handheld GPS methodologies were compared based on cost, accuracy,
and Village utility. Both methods still required field crews to collect pipe
sizes and inverts. Our field crews surveyed the locations of all storm,
sanitary and water structures for two of the quarter sections. Separate
atlases were completed for each utility. CBBEL assisted the Village in
setting up computers for use with the software and GIS database.
GIS, Huntley: Project Manager for preparation of GIS Base Maps and
Utility Atlases. The Village is in the process of setting up Village -Wide
Base Maps for use in coordination of operations involving underground
utilities. Utilized the current Village atlases, although outdated, to
expedite the start-up. Created base maps comprised of information
obtained from the McHenry and Kane County GIS Department.
Performed QA/QC to make the data consistent with the existing Village
address and street maps. CBBEL created atlases for the water, sanitary
and storm infrastructure. Utility atlases are being developed based
on field observations with the use of GPS and conventional surveying
methods. Our field crews surveyed the locations of all storm, sanitary
and water structures for two of the quarter sections. Separate atlases
were completed for each utility. CBBEL assisted the Village in setting up
computers for use with the software and GIS database.
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd., Ste. 600 1 Rosemont, IL 60018 1847.823.0500 1 cbbel.com I jmurphy@cbbel.com
30
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Engineering Firm pre -qualified in QA Complete and is located in Elk Grove Village, IL. MSL
Ma Is ILA provides complete Field and Laboratory QA Materials Testing for Aggregates, Portland Cement
Concrete, Hot Mix Asphalt, and Soils. In Addition, MSL is prequalified in construction inspection
MillInflalSIlliliiiiiiiiSLglIIIilill" and general geotechnical services and is accredited by AASHTO, CCRL, and AMRL.
MSL has extensive experience providing materials testing services for municipal and Illinois Department of Transportation projects
especially for the testing and inspection of PCC and HMA pavements. MSL is also proficient in the use of IDOT's QC/QA software
package for reporting. MSL is currently working on or has successfully completed quality control testing on over 1000 IDOT and municipal
transportation projects.
MSL recently purchased and implemented a software system called Spectra QEST which is the leading Laboratory Information
Management System (LIMS). This also included considerable customization of the Spectra QEST platform, which allows MSL to perform
field and laboratory testing per IDOT and Tollway requirements and automatically generate reports without a 2nd person performing data
entry. We believe that this type of data driven system will become common in our industry and MSL is excited to be on the "cutting" edge
of this technology and to share its benefits with our clients. MSL is an IDOT DBE certified Professional Civil Engineering Firm located in
Elk Grove Village. MSL provides complete Field and Laboratory QA Materials Testing for Aggregates, Portland Cement Concrete, Hot Mix
Asphalt, Soils and is prequalified in construction inspection.
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PROJECTTYPE
2020-2021
PROJECT TEAM
Kevin Wilson, PE
Project Manager
Michael Rodak
Resident Engineer
Sean Cagadas, PE
Inspector
Kristen Marquie, EI
Documentation Engineer
CLIENT
City of Evanston
CONSTRUCTION COST
$10.1 million
FEE
$1 million
FUNDING SOURCE
Federal
IDOT CONTACT
Lukasz Brozek, PE
CBBEL Worked in collaboration With the City of Evanston, I CT and
the City of Chicago to complete the Howard Street Improvements.
he Howard Street corridor improvement project is located on the border of the City of Evanston
and the City of Chicago in Cook County. The project limits are from 1,300 feet west of Dodge Ave/
California Ave (FAU 2840) to 400 feet east of Custer Ave/Damen Ave (FAU 2816). The gross and
net length of the project is 7,000 feet (1.33 miles). The proposed Howard Street corridor improvement
project is a two year roadway rehabilitation project. In 2020, 2,700 feet of 8" water main was replaced
including new services, valve vaults and fire hydrants. In 2021, the roadway will be resurfaced adding
designated bike lanes, bump outs at pedestrian crossings, and streetscape elements will be incorporated
to the commercial areas within the project
limits. In addition, temporary parking areas for
local businesses were designated.
The work consists of HMA resurfacing,
combination curb and gutter, sidewalk, water
main replacement, roadway lighting and
modernization of traffic signals, as well as all
incidental and collateral work necessary to
complete the project.
PHASE III SERVICES INCLUDED:
Shop Drawing Review
Preconstruction Services Including Design
and Preparation of Plans and Specs
Full-time Construction Observation Including Verification that Contractor Conformed to Plans & Specs
and Serving as Liaison Between the City and Contractor
• Coordination and Communication with Local Businesses (Coordinated Designated "Pick -Up"
Parking for Customers Due to the COVID-19 Pandemic)
• Coordination with Utility Companies (gas main relocations)
• Project Documentation of Contract Quantities According to IDOT Standards
• Preparation of Change Orders, Authorizations, and Pay Estimates using CMMS
• Quality Assurance of Construction Materials (Material Service Testing, Inc.)
• Record Drawings
11B
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 33
Phase II Engineering
Phase III Engineering
Roadway Improvements
muni mnm
Water Main Improvements
e
Bike Lanes
2020-2021
PROJECT TEAM
Kevin Wilson, PE
Project Manager
Michael Rodak
Resident Engineer
Sean Cagadas, PE
Inspector
Kristen Marquie, EI
Documentation Engineer
CLIENT
City of Evanston
CONSTRUCTION COST
$10.1 million
FEE
$1 million
FUNDING SOURCE
Federal
IDOT CONTACT
Lukasz Brozek, PE
CBBEL Worked in collaboration With the City of Evanston, I CT and
the City of Chicago to complete the Howard Street Improvements.
he Howard Street corridor improvement project is located on the border of the City of Evanston
and the City of Chicago in Cook County. The project limits are from 1,300 feet west of Dodge Ave/
California Ave (FAU 2840) to 400 feet east of Custer Ave/Damen Ave (FAU 2816). The gross and
net length of the project is 7,000 feet (1.33 miles). The proposed Howard Street corridor improvement
project is a two year roadway rehabilitation project. In 2020, 2,700 feet of 8" water main was replaced
including new services, valve vaults and fire hydrants. In 2021, the roadway will be resurfaced adding
designated bike lanes, bump outs at pedestrian crossings, and streetscape elements will be incorporated
to the commercial areas within the project
limits. In addition, temporary parking areas for
local businesses were designated.
The work consists of HMA resurfacing,
combination curb and gutter, sidewalk, water
main replacement, roadway lighting and
modernization of traffic signals, as well as all
incidental and collateral work necessary to
complete the project.
PHASE III SERVICES INCLUDED:
Shop Drawing Review
Preconstruction Services Including Design
and Preparation of Plans and Specs
Full-time Construction Observation Including Verification that Contractor Conformed to Plans & Specs
and Serving as Liaison Between the City and Contractor
• Coordination and Communication with Local Businesses (Coordinated Designated "Pick -Up"
Parking for Customers Due to the COVID-19 Pandemic)
• Coordination with Utility Companies (gas main relocations)
• Project Documentation of Contract Quantities According to IDOT Standards
• Preparation of Change Orders, Authorizations, and Pay Estimates using CMMS
• Quality Assurance of Construction Materials (Material Service Testing, Inc.)
• Record Drawings
11B
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 33
� �� "'�
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Before "
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After
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PROJECT TYPE Intersection improvement of US Route 14 and Virginia Road included the
191, addition of e second left -turn lane on Virginia Road and the addition of an
ilo t Phase III Engineering
� 4 eastbound right -turn lane on Route 14.
'�P
Roadway Improvements he project entailed the widening and resurfacing of US Route 14 through its intersection with
�
Traffic Signals
Virginia Road and Virginia Rd southeast of its intersection. In addition to the project's roadway
Tresurfacing, widening and traffic signal modernization, restriping combined with the installation
Storm Sewer of additional regulatory signage was installed along Virginia Road from the terminus of Virginia Road's
�°I•°°°
anlnVilHVit���1�WNtf Improvements resurfacing limits to Berkshire Drive to establish a dedicated on -road bike lane on either side of the
roadway. The project encompassed the upgrade/retrofitting of all public pedestrian crosswalks at the
Pedestrian Improvements intersection of US Route 14 and Virginia Road to meet current ADA/PROWAG federal guidelines for
"Ll 0111,. accessibility. The traffic signal modernization improvements at the intersection of US Route 14 and
Virginia Road was completed with pedestrian signals and LED illuminated street name signs. Storm
2019 sewer improvements and the construction of concrete medians within the southern and western sides
PROJECT TEAM of the tee intersection were also included in the projects improvements.
W. Daniel Crosson, PE SCOPE OF SERVICES
Project Manager
Greg Sanders, PE Full Time Resident Engineering
Resident Engineer Provided Timely Communication with the Contractor, the Public, Local Property Owners and the
CLIENT City throughout the Project's Construction
City of Crystal Lake Provided Quality Control of the Construction
CONSTRUCTION COST Documented the Progress of the Work
$1.1 million Utility Coordination
FEE Materials Testing
$152 thousand
• Shop Drawing Review
FUNDING RCE
Federal (CMAQ), McHenry County
DOT and Local
IDOT CONTACT
C. Laird Hagmann
i
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 34
PROJECTTYPE
o
Phase III Engineering
Roadway Improvements
w
Traffic Signal
Improvements
I�, "
ADA Improvements
New Pedestrian Bridge
PROJECT TEAM
Bryan Welch, PE
Project Director
W. Daniel Crosson, PE
Project Manager
Michael Rodak
Resident Engineer
Kelly Gibbons, PE
Inspector
Thomas Szabo
Traffic Engineer
CLIENT
Village of Shorewood
CONSTRUCTION COST
$3.1 million (Budgeted)
$3 million (Completed)
FEE
$379 thousand
FUNDING SOURCE
Federal / Local
IDOT CONTACT
Baba Owolabi
x
The project included 0.39 miles of resurfacing/ 4 .
Widening along US Route 52, 0.26 miles of m'01111 f
resurfacing/Widening along River Road, �s
and construction of a new pedestrian "'/�
bridge for Hammel Creek,
he work consisted of HMA surface removal and resurfacing, pavement widening, combination
curb and gutter removal and replacement, construction of new pedestrian bridge, new drainage
structures and storm sewer, removal and replacement of the roadway lighting and traffic signals,
ditch regrading, landscaping, sidewalk replacement, and installation of detectable warnings.
PHASE III SERVICES INCLUDED:
• Review of Shop Drawings and Submittals
• Construction Observation
• Verification of Contractor Conformance with
Contract Documents
• Daily Traffic Control Inspection
• Weekly Erosion Control Inspections
• Measure/Document Measurement of Contract
Quantities
• Monitor Contractor Progress
• Prepare Weekly Progress Reports
• Act as Liaison between Village, Contractor and IDOT
• Coordinate/Monitor Construction Materials Inspection
Documentation including QA Testing
• Prepare Contractor Pay Estimates
AWARD
2020 APWA SW Branch Transportation Project of the Year - Less than $5M
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 35
PROJECT TYPE
I�t
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Phase III Engineering
j
Roadway Improvement
li
Protected Bike Lane
Traffic Signal
Fl.
Improvements
ADA Improvements
PROJECT TEAM
Michael Kerr, PE
Project Manager
Kevin Wilson, PE
Resident Engineer
Andrew Bourke, EI
Inspector
CLIENT
City of Evanston
CONSTRUCTION COST
$10.7 million (Budgeted)
$10.4 million (Completed)
FEE
$980 thousand
FUNDING SOURCE
Federal I ITEP I Local
IDOT CONTACT
Lukasz Brozek
AWARDS
2019 APWA Chicago Chapter Transportation
Project of the Year - $5M to $25M
2019 APWA Suburban Branch Transportation
Project of the Year $5M to $25M
AWWWWANWAMOM
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The project included 0,46 miles of resurfacing 'RK' j,
Chicago Avenue in downtown Evanston �
and 0,76 miles of full pavement reconstruction and 0,65 miles of
resurfacing on Sheridan Road to the Evanston City limit,
he improvements consisted of resurfacing Chicago Avenue and reconstructing Sheridan Road
in the City of Evanston. The net length of improvements was 1.87 miles constructed from
Spring 2017 to Fall 2018. Chicago Avenue construction included HMA resurfacing with new
traffic signals and a protected bike lane. Sheridan Road construction in 2017 included 3 to 4 lanes of
PCC reconstruction with new protected bike lanes and traffic signal improvements. Sheridan Road
construction in 2018 included 3,000 LF of water main replacement and roadway resurfacing. New
items related to the protected bike lanes included bicycle traffic signals and radar detection. Additional
work included new traffic signals at four intersections, ADA improvements, storm sewer replacement,
and landscaping. The project was on an accelerated schedule in order to accommodate Northwestern
University school calendar and was funded with Federal, ITEP, and Local funds.
PHASE III SERVICES INCLUDED:
• Review of Shop Drawings and Submittals
• Construction Observation including verification of
the Contractor is in conformance with the Contract
Documents, inspection of traffic control, inspection
of erosion control measures, witnessing water main
testing, and measurement of quantities
• Reviewing and make recommendation on changes to
the Contract for City approval
• Preparation of Weekly Updates for the City
• Acting as City's Liaison with Northwestern University
• Providing documentation monitoring the Contractor's progress
• Preparation of Pay Estimates for City's Approval
11B
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 36
PROJECT TYPE Outdated traffic signal equipment and insufficient pedestrian facilities
Phase II Engineering
meeting ADA requirements necessitated this construction in Rosemont.
Phase III Engineering he CTA Blue Line hub is located immediately outside project limits and added complexity to the
project due to high traffic volumes from shuttles, buses, commuter cars, and pedestrians. The
Tlocation of this updated traffic signal is a major gateway for traffic to and from the Blue Line
Traffic Operations
rax station and critical to the Village of Rosemont's economy, including both commuting professionals and
curious tourists.
Roadway Lighting
Y
Improved facilities include: traffic signals, fiber optic cable for Village communications and traffic
r telemetry, IDOT (I-190) and Village street lighting, ADA compliant sidewalk crossings, partial roadway
WNIll
ADA Improvements resurfacing, pavement markings, and landscaping restoration. This project was constructed over two
seasons and required a lot of communication with the Village, CTA, and IDOT due to the heavy volume
of all modes of transportation throughout the project.
SERVICES INCLUDED:
2017-2018 • Administer Contract services for IDOT and the Village.
• Measurement and recording of pay items and materials inspection.
PROJECT TEA • Construction observation services for items including traffic signal electrical, street lighting, partial roadway
W. Daniel Crosson, PE reconstruction, and ADA compliant sidewalk facilities.
Project Manager
Elizabeth Jensen, PE • Preparation of daily and weekly records.
Phase II Designer
Nicholas Tremmel, PE
Resident Engineer
CLIENT
Village of Rosemont
CONSTRUCTION CST
$800 thousand
FEE
$75 thousand
FUNDING SOURCE
Federal / CMAQ /Local
11B
Christopher B. Burke Engineering, Ltd. 19575 W. Higgins Rd. I Ste. 600 1 Rosemont, IL 60018 1 T: 847.823.0500 1 cbbel.com 37
p
Ift
CBBEL understands that this project will improve multiple issues that result from the congestion generated at the "triangle" intersection
of RAND - CENTRAL ® MOUNT PROSPECT ROADS. The project will improve mobility and safety by reducing congestion and queued blocked
intersections. The current congestion causes poor access to businesses adjacent to the project for motorists and pedestrians. The
project most notablywill include newtraffic signals, lighting, and dual leftturn lanes on Rand Road at Central Road to alleviate intersection
congestion and improve traffic operations. We also note that the bike path on the south side of Rand Road will be extended throughout
the project limits.
CBBEL's approach for the successful completion of the Rand - Central - Mount Prospect Road Improvements begins with composing
a project team with the experience and expertise to meet all anticipated challenges. Due to the complexity and expected
traffic challenges this project will require senior leadership. Our proposed team includes a highly -qualified Resident Engineer,
PATRICK KIELTY, PE who is experienced with federally -funded roadway reconstruction projects including signalized intersections. Pat
understands the significance of communicating and coordinating with the Village, Contractor, businesses and stakeholders. Pat has
worked on numerous locally let IDOT bid projects in his career at CBBEL. Most notably he was the Resident Engineer on the rehabilitation
of IL Rt. 58 and New Wilke Road Reconstruction [Contract #83735] for the City of Rolling Meadows, a project that incorporates all of the
elements found in the Rand Road - Central Road - Mount Prospect Road improvements. We will also utilize JOHN HEINZ, former Public
Works Director in Libertyville, to assist with the outreach to the stakeholders impacted bythe project. John's 32 years in local government
experience and problem solving abilities related to business and resident concerns will be key to providing project transparency to
all stakeholders. Pat will be assisted with documentation by our lead documentation engineer, NICOLE LEH ANN, PE, who is IDOT
certified in documentation of contract quantities. The project will be managed by the head of our construction engineering department,
W. DANIEL C OSSON, PE, who has more than 36 years of experience. Our design project manager, STEPHEN SIJCC, PE, PTOE, will be
available to answer any questions or provide necessary clarification to the plans during construction.
The scope of the project includes the modernization of three intersections, Rand Road and Central Road, Rand Road and Mount Prospect
Road and Mount Prospect Road and Central Road in the Rand Road Corridor. In general, the plans call for the complete modernization
of the three intersections which includes new traffic signals, temporary signals will be installed to facilitate the new signal construction,
drainage improvements, median, island and curb and gutter replacement, and pavement widening at several locations. The roadway
will be resurfaced with a 2" poly wearing surface. The existing roadway lighting will be replaced throughout the project limits. Temporary
lighting will be installed to facilitate the construction of the new system. The project is located in the Village of Mount Prospect (Village)
and the City of Des Plaines. CBBEL has a longterm relationship with the City of Des Plaines and its engineering staff, Timothy Oakley, PE
and Jon Duddles, PE. The project will extend the existing bike path on the south side of Rand Road from the new path east of Rand Road
and Central Road (recently constructed by the City of Des Plaines), through the project to Isabella Street.
The project will utilize Federal and Local funds.
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CBBEL has identified the following issues that will present specific
challenges during the construction contract.
The Rand Road Corridor is commercial with the largest generator
of traffic being the Mount Prospect Plaza Mall. Immediately
adjacent to the commercial area are residential neighborhoods.
Public Outreach will be a key element to providing the Village with
a successful project.
Prior to the start of construction, the construction team will
conduct a public meeting to allow those impacted to ask
questions and voice concerns regardingthe project. The team will
provide a general overview of the work that will take place and the
anticipated duration of these operations. The contact information
obtained from those participating will be used to create a contact
list for future email blasts and updates. Due to COVID-19 this
meeting may have to be conducted in a virtual format.
PUBLIC
CBBEL strives to provide excellent service to business owners
and residents by engaging the community. We understand
the stakeholders of this project extend beyond the adjacent
businesses and residents. CBBEL has in-house resources to
provide the Public Outreach component this project requires.
Working with the municipalities to include construction updates
in their newsletters or on Village websites will help make the local
public aware of lane closures and construction activities so that
motorists can take alternate routes to save time during their local
commutes. CBBEL will provide an open line of communication
with high profile stakeholders, such as the Mall, Des Plaines and
other businesses to minimize the impacts.
The team can use a variety of strategies to accomplish this goal.
We have identified John Heinz as a liaison to impacted businesses.
A project website will be created and updated weekly. If selected,
CBBEL would want to facilitate a discussion with the Village to
discuss the possible benefits of including a subcontractor, that
specializes in Public Outreach (Metro Strategies), to lead the teams
efforts in providing transparency to the project stakeholders.
CBBEL has an ongoing relationship with Metro Strategies and we
frequently use their services on high profile projects.
We have previously used "Constant Contact" marketing software to
provide weekly email blasts to those in the project contact list. The
team will also host monthly "Coffee with the Contractor" meetings
for all the project stakeholders. This will allow for questions and
concerns to be raised and addressed and allow for those impacted
to become part of the team delivering a successful project.
The work will be completed under staged traffic on Rand Road.
CBBEL will work with the Contractor and Mount Prospect staff to
update changeable message boards located at project limits or
within the work zone. This method of communication has worked
well in the past because it notified the traveling public of major
changes due to construction, and also communicates important
information to those traveling from out of town that may not be
familiar with any ongoing construction.
COMPLETION/ PROGRESS SCHEDULE
This project is scheduled for the January 2022 IDOT letting, with
construction anticipated to begin Spring 2022. Because of the
magnitude of work on this project, our design staff has estimated
that 150 working days will be required to complete the proposed
improvements. Construction will continue into 2023. We will
ensurethat Rand Road, Central Road and Mount Prospect Road are
in such a condition as to allow for safe passage and maintenance
(snow plowing) during the Winter months.
CBBEL will work with the Contractor to develop a progress schedule
that is logical, accounts for any conflicts or permitting issues,
and causes the least disruption to the homes and businesses.
Discussion of the schedule will be an agenda item at every weekly
progress meeting. If the Contractor falls behind more than 14 days,
a revised schedule will be required. The revision will need to show
how the Contractor intends to mitigate all delays.
Due to recent supply chain slow downs, CBBEL expects that the
Contractor will submit a request for project delay to IDOT at the
pre -construction meeting. This procedure is outlined in Article
801.04 of the Standard Specifications. The delay request is for a
period of up to 120 consecutive calendar days after the execution
of the contract. This request is typically granted by IDOT.
MEETINGSWEEKLY
CBBEL will conduct weekly meetings with the Contractor, the Village,
IDOT and appropriate utility representatives. The purpose of these
meetings will be to discuss progress on utility conflicts, MOT issues,
actual contract progress verses approved progress schedule,
design revisions required, submittal status and planned Contractor
activities for the upcoming two weeks. Any project complaints or
concerns expressed by stakeholders will also be addressed. CBBEL
will distribute timely meeting minutes to all attendees.
The utility coordination on this project presents a complex challenge.
There are numerous existing underground and overhead facilities
that conflict with the proposed work. This includes overhead ComEd
cables, underground Nicor, cable TV, and AT&T facilities.
CBBEL is acutely aware of the disruption that unresolved utility
conflicts can cause to a project duration and cost.
It is important for the construction team to engage the utility
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40
companies prior to the start of construction. We have employed
several strategies on previous projects to assist with the relocation
process. The construction team needs to walk the project with
the Contractor and review all the known conflicts. This will take
place after the joint meeting with the utility locators on site. Once
J.U.L.I.E. locates are complete a project database will need to be
established for each individual conflict to monitor until resolution.
Due to the number of conflicts identified, a weekly coordination
meeting with the utility companies would be appropriate. CBBEL
will develop a schedule that incorporates all the known utility work
to track progress. This will be critical to identify which work items
are on the critical path and to discuss possible alternates if the
Contractor's work is impacted. CBBEL's design and construction
team will work in tandem until all conflicts are fully resolved.
COMMUNICATION IVILLAGE
Our construction engineering department places an emphasis
on open communication with the owner before, during, and after
construction is completed. During construction, CBBELwill keepthe
Village informed of schedule changes, construction phasing and
all major construction activities. We will provide weekly progress
reports to the Village and Contractor. A separate weekly update
can also be sent to the Village for posting on the Village website in
order to keep the public informed (this is in addition to the project
website that CBBEL will create). The scope of the Rand - Central
- Mount Prospect Road Improvements is large enough that we
require weekly meetings in order to keep all parties fully informed
as it relates to progress and changes; CBBEL's relationship with the
IDOT Local Area Supervisor (Lukasz Brozek, PE) is very good and we
would anticipate his attendance at these meetings.
MAINTENANCETRAFFIC
The plans indicate that 5 MOT Stages are anticipated. In general
Stage 1 will remove medians and islands to allow for the lane
relocations in upcoming stages. Work will be completed using
daytime lane closures. Stage 2 will create a permanent work
zone on the north part of Rand Road throughout the project limits.
Stage 3 will create a permanent work zone on the south part of
Rand Road throughoutthe project limits. Stage 4 will constructthe
median area throughout the project using daytime lane closures.
Stage 5 will complete the patching, asphalt binder surface,
pavement markings and energizing the permanent signals. All of
these stages will need to be coordinated with the placement and
location of all temporary signals. CBBEUs construction team will
need to be proactive throughout the staged construction.
Changeable Message Signs (CMS) will need to be used extensively
to inform the public of changes to the lane configurations. We
recommend updates to the CMS during the following milestones:
• Prior to the Start of Construction
• Detours
• Additional Lane Closures or Moving Lane Closures
• Change to Traffic Patterns (Stage Construction)
• Special Events Within or Adjacent to Work Zone
On similar past projects business owners frequently have extensive
concerns about access to their property. While it is desirable to
gather and respond to concerns prior to traffic changes, requests
from businesses frequently are received after a traffic change.
Requests for additional signage to delineate entrances and exits
are most frequent. CBBEL will work with the Contractor to have
additional directional entrance signs available to accommodate
these requests. CBBEL will meet on site with business/property
owners to eliminate all concerns.
Due to the extensive amount of utility conflicts identified in the
plans, it may be necessary to modify parts of the MOT presented
in the plans. CBBEL will organize meetings with the Contractor,
the Village, IDOT and the design team if a change to the MOT
becomes necessary.
CBBEL will perform daily traffic control checks in the morning and
afternoon and notifythe Contractor of any deficiencies that require
attention. Our goal is to ensure that the Contractor maintains a safe
work zone for the motoring public and pedestrians. In addition,
CBBEL will complete a detailed daytime traffic control check once
a week and two detailed nighttime weekly traffic control checks
per month, which follows IDOT procedures. Both daytime and
nighttime checks will be recorded on IDOT's form BC 726.
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TRAFFIC SIGNALS
As the design engineer of record, CBBEL brings unique knowledge
of the project to the construction engineering team. As previously
discussed there is limited space in the corridor underground
and overhead for signal foundation poles and mastarms, and
new conduits. Additionally temporary signal facilities will be
installed to further crowd the corners. Every corner will need to be
examined with the Contractor after J.U.L.I.E. locates and layout by
the Contractor. It is not unusual for field changes to be required
to fit all proposed facilities. Any changes will need to be discussed
with the design team to evaluate impacts on ADA considerations
and other design considerations.
We note that the traffic signal design is unique given the triangular
geometry of the three signals and service by one traffic signal
controller. We anticipate that due to these factors more than
the usual amount of coordination will be required between the
Resident Engineer, electrical Contractor, IDOT, equipment vendor
and the design team. Due to the complexity of the installation
questions will certainly arise.
CBBEUs in-house staff can assist with the shop drawing process.
The electrical Contractor will submit shop drawings directly to IDOT
using their TOCS system. The status of all long lead time equipment
will be discussion items at the project weekly meetings.
We note that the three intersections will all be served by a single
controller. This will result in numerous conduit runs terminating at
a single location. The Resident Engineer will need to walk the area
around the proposed cabinet location immediately after the J.U.L.I.E.
locates are completed. The team will determine if the area is free of
conflicts with existing utilities and formulate a plan to successfully
route all required conduits to the new cabinet. A meeting with the
design team will be scheduled if changes are required.
TEMPORARY SIGNALS
In order to accommodate the proposed staged construction,
temporary signals will be installed at three intersections, along
with a temporary interconnect of these locations. The installation
of temporary signals will requirethatthe maintenance of the signal
systems be transferred to the General Contractor. We understand
thatthere is an intergovernmental agreement in place that requires
the Village to maintain the existing signals. The Resident Engineer
and design staff from CBBEUs Traffic Operations Department
will work together with the Signal Contractor to ensure, prior
to the transfer of maintenance meeting, all temporary signals
are functioning per the plans and specifications. The Resident
Engineer and Traffic Operations staff will be present at the meeting
to transfer maintenance to the Contractor.
The contract contains line items for the Contractor to develop the
temporary traffic signal timing. CBBEUs Traffic Operations staff
will review the Contractor developed timing to verify conformance
with the contract documents.
We note that the temporary signals will be connected using a
wireless interconnect.
DRAWINGSHOP I
Items with long lead times such as traffic signal and lighting
equipment, also require approval of shop drawings. Installation on
State Routes for Federally funded projects require the Contractor
to submit these items directly through the IDOT TOCS system for
IDOT review and approval. The TOCS review typically bypasses
the design team. This prevents the staff who have historic
project knowledge from commenting on the proposed equipment
submittal until after the IDOT review is complete. Because of the
unique nature of the traffic signal design, in particular, CBBEL will
encourage the Contractor to present the required submittals for
comment by the design team prior to submission to IDOT. We also
will organize a meeting to review the design team comments to
include the design team, Contractor, vendors supplying equipment
and Resident Engineer. We feel this process is importantto prevent
any procurement delays and impacts to the final completion date.
On similar projects, CBBEL has encountered challenges at ADA
ramp locations due to conflicts with signal equipment. Frequently,
early in the project, signal posts and temporary poles are moved
to accommodate underground utility conflicts. These relocations
occasionally will impact the proposed sidewalk and ramp
construction and conflict with the required geometry and slopes of
the ADA ramps. It will be essential for CBBEUs construction team
to meet with the design team throughout the project regarding any
changes at the corners. This will require the field staff to provide
as -built survey data of the changed locations to the design team
to develop alternatives. Every corner will need to be evaluated for
as -built conditions prior to forming the concrete ramps.
The plans outline multiple parcels that will be impacted by the
proposed improvements. We understand that acquiring the
property at these parcels is currently under negotiation. Past
experience on similar projects of this size demonstrated a need
to work on private property that was not anticipated by the design
team. This work is typically short duration and access frequently
related to driveway restoration. If this situation presents itself
we would rely upon the Resident Engineer and our Liaison to
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Businesses to communicate to the property owners the project
needs. Once this relationship is established, we will obtain any
sign offs and commitments required by the property owner and
be engaged through any restoration required. The status of each
specific situation will be updated weekly to the Village.
LIGHTING
The contract calls for a new lighting system throughout the project
length. The existing lighting system will be utilized through
construction until the new system is operational. Temporary
lighting will be installed where the existing is in conflict with
the proposed widening. Similar to the traffic signals there are
numerous overhead and underground utility conflicts with the
proposed system. The Resident Engineer and Contractor will need
to examine every proposed location and, if needed, consult the
design team to implement sensible solutions.
DOCUMENTATIONPROJECT
This project is federally funded and will follow CMMS and Mistic
database management for construction services. Many of the
Shop drawings will need to be uploaded to IDOT Springfield for
review, including traffic signal and electrical items - these are
submitted by the Contractor using TOCS. Familiarity with these
systems will be key to the consulting staff to move the project
forward without delays. The CBBEL Resident Engineer and team
members assigned to this project have been trained and are
familiar with the use of these programs; the administration of this
project is a task that our staff is efficient at because of our high
volume of federal projects every year.
Due to the project limits extending through both the Village and
the City of Des Plaines, the project line items will contain multiple
funding codes for same line items. CBBEL is familiar with the
requirements in documenting this work to ensure the invoicing is
directed correctly.
Additionally we have identified staff member JEFF MYSLIWIEC, PE as
a Liaison to IDOT. Jeff is a recently retired Area Supervisor in the
Bureau of Construction. We will use his 30 plus years of experience
and existing relationships to assist with the IDOT process.
We plan to use the expertise of a Documentation Engineer,
NICOLE LEHMANN, P, to assist the Resident Engineer during this
project. IDOT specifications, procedures, and documentation will
be followed due to federal funding participation. CBBEL completes
many federally funded projects in coordination with IDOT each
year and has a good working relationship with IDOT staff. CBBEL
will follow the IDOT Construction Manual and Project Procedures
Guide for documentation and material inspection requirements.
CBBEL internally runs QC audits on the project documentation to
ensure everything is in order for a quick approval and close-out.
BALANCEZERO L
Due to CBBEL's strong relationship with local governments in the
Chicagoland area, we complete and close-out over a dozen local
agency Federal funded led projects annually. Frequently on these
projects, usually due to a low bid, there is grant money available to
offset costs that would be incurred by the Village. On any project
with State and Federal funding CBBEL works with the municipality
and IDOT to maximize State and Federal dollars used on the project.
This requires CBBEL produce a change order that redistributes the
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grant money to available line items for maximum use. This change PROJECT
order does not impact the overall project costs, just increases and
decreases quantities bases on their fund codes.
Additionally we have a long term relationship with the Northwest
Municipal Conference and frequently work with Planning Liaison
Kendra Johnson and Executive Director Mark Fowler. We will utilize
these relationships to resolve any funding issues and explore any
possible awareness for additional project funding.
N n M
We understand the permitting for this project is nearly complete,
with only the MWRD outstanding. The construction team is very
familiar with SWPPP and NPDES permits and requirements. We
are currently working with MWRD staff on construction projects in
the Village and also in the Village of Arlington Heights, and have an
excellent relationship with their staff.
CBBEL is the design engineer for the Rand - Central - Mount
Prospect Road Improvements. As such, we believe that the overall
coordination related to Requests for Information and the Pre -
Construction startup will be reduced because we have extensive
knowledge of the project in-house. We understand issues related
to utility coordination and land acquisition for this project. Our
traffic signal and lighting design staff can complete reviews on
work that they designed, on a timely basis, which will be more
efficient than a third party providing this service. In addition, our
traffic and electrical staff will be available for field inspections or
signal turn -ons when necessary. Lastly, CBBEL is a bike -friendly
business that has completed many multi -modal transportation
projects; we have a good understanding of construction, signage,
and markings related to bike lane construction. CBBEL is a multi -
disciplined engineering firm, which allows us to complete this work
in house without subconsultant assistance.
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In order to successfully complete this project, CBBEL will perform,
or be responsible for the performance of the services outlined
in the RFQ in connection with this project. CBBEL will furnish
qualified engineers, construction observers and/or technical
personnel to perform these services. The following are the tasks
that CBBEL will use for the Rand - Central - Mount Prospect Road
Improvements.
TASK I ® PRE -CONSTRUCTION SERVICES
1. Review of Bidding/Contract Documents and Engineering
Drawings; Advise the Village of potential conflicts or problems,
so that solutions can be developed prior to construction.
2. Attend a Pre -Construction Meeting at IDOT with Contractor,
Village Staff, and IDOT personnel.
3. Attend and participate in Village Administered Project
Informational Meeting with Impacted Property Owners and
other Project Stakeholders.
4. Reviewthe construction schedule submitted bythe Contractor
for compliance with the contract.
5. Produce a Pre -Construction Video to ensure project site
conditions have been adequately documented prior to the
start of construction. CBBEL shall document all existing
conditions with a GoPro camera.
6. Review the Inspector's Checklists provided through IDOT for
contract line items including Erosion Control, Hot -Mix Asphalt,
Storm Sewers, Earth Excavation and Embankment, and
Concrete Structures other than Bridge Deck.
7. Provide information to the Village so you can update the
Village website with construction updates. Create a project
specific website for the Rand - Central - Mount Prospect Road
Improvements.
TASK 2 ®SUBMITTALS/
INFORMATION (RFI) RESPONSES
1. Review of all submittals to ensure conformance with the
requirements set forth in the Contract Documents and
Engineering Drawings. CBBELwill review, return, and comment
to Contractor within 7 days of receipt of shop drawings,
diagrams, illustrations, samples, schedules, results of tests,
and other data required to be submitted by Contractors.
2. Shop Drawings and Contractor Submittals:
• Record data received, maintain a file of drawings and
submissions, and check construction for compliance with
them.
• Notify the Village of any deviations or substitutions. With
the notification, provide the Village with a recommendation
for acceptance or denial, and request direction from the
Village regarding the deviation or substitution.
• Alert the Contractor's field superintendent when materials
or equipment are being installed before approval of shop
drawings or samples, where such are required, and advise
the Village when it is necessary to disapprove work as
failing to conform to the Contract Documents.
3. Review and coordinate responses to any RFI from the
Contractor in a timely manner and maintain a separate file for
each request.
4. Coordinate with design team as the letting date approaches.
TASK 3 ® CONSTRUCTION OBSERVATION
LAYOUT VERIFICATION AND/OR CONSTRUCTION LAYOUT
1. Verify Construction Layout Performed by Contractor;
2. Coordinate with the design engineer and Contractor to verify
initial geometric controls.
3. Since the Contractor is responsible for construction
staking, perform periodic measurements to ensure the
Contractor's construction staking and construction layout
is accurate per plan.
CONSTRUCTION OBSERVATION
1. Develop and distribute regular Project Notifications (letters
to impacted residents, businesses, refuse and delivery
companies, etc.).
2. Construction Inspection of all Contract Work to ensure
improvements are constructed with minimal impact on the
public and in accordance with the project specifications;
CBBEL will keep the Village informed of the progress of the
work, guard the Village against defects and deficiencies in the
work, and advise the Village of all observed deficiencies of the
work and disapprove or reject all work failing to conform to the
Contract Documents. CBBEL staff will interpret specifications
when necessary.
3. Answering of construction questions and resolving issues and
concerns from impacted property owners.
4. Review that Construction Completion Schedule is adhered
to; Review Contractor's progress on a bi-weekly basis and
update the progress schedule. Compare actual progress to
the Contractor's approved schedule. If the project falls 14
calendar days behind schedule, work with the Contractor to
determine the appropriate course of action to get back on
schedule. The Contractor is required to submit a revised
schedule for approval prior to further payments being made.
a. Deviations from the schedule will be addressed
immediately and the engineer shall work with the
Contractor on returning to the original schedule. Major
deviations from the schedule shall be documented in
writing, notifying the Contractor of the need to increase
production rates.
5. Conduct Weekly Progress Meetings.
6. Provide Weekly Progress Updates to Village Staff.
7. Alert the Contractor's field superintendent when materials
or equipment are being installed before approval of shop
drawings or samples, where such are required, and advise
Viii iiii.iii..AWl'''' A i! iNfAt.f ii °nr iil iiluAA iil iil A°'nr III tX iil .. iil''ai iil°iil Alii.... iimAuivnr iil: iil' , iil iil''''' °'iil° iil; iil iil''''' iii.. 45
the Village when it is necessary to disapprove work as failing
to conform to the Contract Documents.
8. Discuss the truck routes with the Contractor and monitor that
the identified routes are being used.
9. All CBBEL personnel and their sub -consultants will comply
with the Village's current safety guidelines.
10. Coordinate with IDOT Bureau of Traffic.
TRAFFIC CONTROL INSPECTION
Perform Traffic Control Inspection as outlined in Section 700:
Work Zone Traffic Control of IDOT's Construction Manual. At a
minimum, CBBEL shall perform the following in accordance with
STP procedures:
• One detailed daytime inspection per week and two detailed
nighttime inspections per month. These inspections shall be
recorded on Form BC 726, Traffic Control Inspection Report.
• In addition, the Resident Engineer will drive through the jobsite
daily and document the drive through in the project diary.
• If traffic control is in place during project suspensions, two drive-
throughs per week will be performed.
• If major deficiencies are observed, the Resident Engineer will notify
the Contractor immediately and insure that the Contractor takes
the appropriate actions as outlined in the contract documents.
T CONSTRUCTION TTI
CBBEL follows all IDOT guidelines and procedures for Construction
Engineering, including, but not limited to, IDOT Construction
Manual, BLR Manual, and IDOT Project Procedures Guide. We
shall complete all work in a professional and satisfactory manner
while complying with STP and TAP -L program requirements.
1. Maintain Daily Project Diary, Daily Inspection Reports, Field
Books, Quantity Books, and all other Pertinent Records.
2. Contract Administration/Documentation.
3. Quantity Measurements.
4. Field Notes: Engineer shall keep an ongoing mark up set of
plans consisting of all field changes from the design. Provide
detailed sketches and photos when necessary.
5. Maintain and update CMMS.
6. CBBEL will provide staff, equipment, computers and
any necessary office supplies to complete the work. We
understand the Village of Mount Prospect will provide access
to restrooms, copy machine, and one workspace for the
engineer's use.
7. Construction Engineer shall provide his/her own vehicle for
use in the field at all times.
8. Process Pay Requests and provide Village Staff with a
Recommendation for Payment.
9. Develop and Process Change Orders as necessary including
Final Balancing Change Order.
TASK 5 ® MATERIAL QA TESTING
CBBEL will provide a subconsultant, Material Solutions Laboratory
(MSL), for the material testing portions of this contract. MSL is an
IDOT DBE certified Professional Civil Engineering Firm prequalified in
QA Complete. The Resident Engineer provided by CBBEL is familiar
with the frequency of QA testing as required by IDOT as outlined
in their Project Procedures Guide. The Resident Engineer will
coordinate the QA material testing and review all required reports
submitted by the Contractor's QC sub -contractor for compliance
with the project specifications.
TASK 6 ® POST -CONSTRUCTION/
PROJECT CLOSE-OUT
1. Develop and ensure completion of "Punch List";
2. Completion of a Warranty Inspection to identify and direct
Contractor to address any issues that arise during warranty
period (up to 1 year beyond date of final payment to
Contractor).
3. Prepare final pay estimate and change order for the Village's
approval.
4. Verify all necessary material inspection has been received
and documented.
5. Submit the job box to IDOT with all pertinent project
information, including Record Drawings (see Task 7). All
documentation shall be the property of the Village of Mount
Prospect and shall be provided to the Village upon the
completion of the project.
TASK 7 ® RECORD DRAWINGS
Provide one (1) hard copy and one (1) electronic copy of the As -
Built Topographical Survey and Engineering Drawings Detailing
the "As -Built" conditions.
SUMMARY
The staff that we have assembled for this project is highly qualified
to provide construction engineering services for the Village. They
have the expertise and commitment required for this project. Our
proposed team has years of experience inspecting and managing
construction projects similar to the Rand - Central - Mount Prospect
Road Improvements, giving us the understanding and knowledge
to communicate with the residents and business owners to ensure
construction is completed with minimal disruptions.
Our team's broad experience on the various engineering aspects
of this project including all roadway, bike lane construction,
maintenance of traffic, ADA improvements, traffic signal
improvements, lighting improvements, and project documentation
and close-out will allow the upcoming project to be undertaken in a
comprehensive, efficient, and cost effective manner to benefit the
Village. CBBEL is committed to communicating with the residents
and businesses of the Village throughout this project to keep
those affected informed through the duration of construction.
Viii iiii.iii..AU111'' viii ii t.uii °nr iii iiiu iir iir,� n III tX iiia .. iir''ai iii°iii Aiii..... iii m uii nr ciir; iir iiii 46
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MAYOR McnrtitPrrArect VILLAGE MANAGER
Paul Wm. Hoefert Michael J. Cassady
TRUSTEES DIRECTOR OF PUBLIC WORKS
Agostino S. Filippone Sean Dorsey
Terri Gens
John J. Matuszak
Peggy Pissarreck Phone: 847/870-5640
Richard F. Rogers Fax: 847/253-9377
Colleen E. Saccotelli www.mountprospect.org
Village of Mount Prospect
Public Works
1700 W. Central Road, Mount Prospect, Illinois 60056
Request for Statement of Qualifications
DATE: September 10, 2021
FROM: Jeffrey Wulbecker, P.E.
Village of Mount Prospect
Public Works Department
RE: Request for Statement of Qualifications
Rand -Central -Mount Prospect Phase III Construction Engineering
The Village of Mount Prospect seeks Statement of Qualifications from engineering firms for Phase III
Construction Engineering services for roadway improvements at and around the intersection of Rand
Road, Central Road and Mount Prospect Road.
Attached to this memo are:
1. A list of materials and information that should be included with your Statement of Qualifications
(Exhibit A).
2. A general definition of the scope of work and requirements for your submittal (Exhibit B).
3. The evaluation process and tentative schedule (Exhibit C).
4. An aerial map identifying the project limits (Exhibit D).
5. Phase I Engineering Project Development Report (Exhibit E).
6. Preliminary construction plans (Exhibit F).
7. Preliminary construction special provisions (Exhibit G).
8. Preliminary construction estimate of cost Exhibit H).
9. Congestion Mitigation Air Quality Program award letter (Exhibit J).
Your letter and Statement of Qualifications (two hard copies and one electronic copy) should be
forwarded to the following address and received no later than 5:00 p.m. on Friday, October 1, 2021.
Mr. Jason Leib
Deputy Director of Public Works
Village of Mount Prospect
1700 W. Central Road
Mount Prospect, Illinois 60056
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48
Exhibit A
Requirements for Statement of Qualifications
Agency: Village of Mount Prospect
Project: Rand -Central -Mount Prospect Phase III Construction Engineering
Location: Three Closely Spaced Intersections Involving Rand Road, Central Road & Mount Prospect Road
Your Statement of Qualifications should include the following information:
1. Name, address and brief history of firm.
2. Organizational chart and resumes of key personnel to be assigned to this project.
3. Related experience during the last five (5) years. For example:
a. Phase III Construction Engineering services for the Illinois Department of Transportation (IDOT)
and local municipalities.
b. Experience working with the Illinois Department of Transportation (IDOT) on roadway, traffic
signal, utility, pedestrian/bicycle infrastructure, and access management projects.
c. Projects involving CMAQ funding.
4. Description of process to accomplish the required tasks of the project. This should include:
a. An understanding of the project.
b. Objectives to be met as part of the project.
c. Your approach to completing the project.
d. A project schedule.
5. Be single -sided and limited to a maximum of 40 pages, not including front and back covers, table of
contents, and tabs.
6. Pre -qualification status with IDOT.
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49
Exhibit B
General Scope of Work
Agency: Village of Mount Prospect
Project: Rand -Central -Mount Prospect Phase III Construction Engineering
Location: Three Closely Spaced Intersections Involving Rand Road, Central Road & Mount Prospect Road
A key component of the Mount Prospect Strategic Plan is to partner with appropriate government
agencies to resolve troublesome intersection issues. One such area that has received attention in recent
years is the three closely spaced intersections involving Rand Road (US 12), Central Road and Mount
Prospect Road. The traffic -signalized intersections form a triangle that experiences operational issues on
a daily basis. Blocked intersections and poor vehicle progression are common complaints from motorists.
Timing adjustments have been made over the years with minor improvement. The Village of Mount
Prospect is committed to developing and implementing a plan that will provide significant enhancements
to the transportation system that will benefit motorists, pedestrians, bicyclists, nearby businesses, and
our residents.
Rand Road (US 12) and Central Road west of Rand Road are under the jurisdiction of the Illinois
Department of Transportation (IDOT). Central Road east of Rand Road is under local jurisdiction. Mount
Prospect Road from Rand Road to Busse Avenue is also under local jurisdiction. The City of Des Plaines
owns the east half of Mount Prospect Road from Busse Avenue to approximately 300' north. The Village
of Mount Prospect owns the remaining portion. From Busse Avenue south, Mount Prospect Road is under
the jurisdiction of the Cook County Department of Highways (CCDH). The Mount Prospect Plaza driveway
at Rand Road and Mount Prospect Road is privately owned. The traffic signals at the three interconnected
intersections are operated by IDOT but maintained by the Village.
The Village of Mount Prospect completed a Phase I Engineering study in 2020. The Village's Phase II
Engineering consultant has completed pre -final plans, pre -final specifications, and an estimate of cost.
These documents are made part of the RSQ.
The Village applied for and received funding from the CMAQ Program. The grant from the CMAQ Program
will cover a portion of Phase II Engineering, Right -of -Way Acquisition, Construction, and Construction
Engineering. The remaining costs will be paid using Village funds. The award letter is made part of this
RSQ.
At this time, the Village seeks to enter into a contract with an engineering firm to provide Phase III
Construction Engineering services. IDOT plans to let the project in January 2022 with construction to
begin in the spring. A majority of the work will be completed in 2022 with final completion in 2023. The
successful firm will be responsible to meet all Federal/State/Village requirements for these services.
At a minimum, the following tasks are to be included in the scope of services. Additional tasks, at the
consultant's recommendation, will be considered by the Village.
1. Become familiar with the traffic operations at the intersections and surrounding access to Rand Road,
Central Road, and Mount Prospect Road within the project limits.
2. Fully understand the Project Development Report, pre -final plans, pre -final specifications, and
estimate of cost.
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50
3. Assist the Village with applying for additional CMAQfunding or other grants, as necessary. The Village
may be eligible for additional CMAQ funding based on the difference between the original estimate
of cost and contract award amount.
4. Complete all tasks related to providing Construction Engineering meeting Federal/State/County/Village
requirements.
5. Coordinate a Preconstruction Meeting with IDOT, Village Staff, and the Contractor.
6. Review shop drawings and other equipment/material submittals as may be required.
7. Coordinate with private utility companies to relocate facilities as necessary prior to construction.
8. Provide horizontal and vertical construction layout of the proposed improvements as necessary.
9. Coordinate material testing and QA/QC with the contractor during construction.
10. Coordinate private property work with property owners to minimize disruption.
11. Respond to inquiries from various stakeholders and address issues in a timely manner.
12. Attend and conduct weekly construction coordination/status meetings.
13. Prepare pay estimates for contractor work performed. IDOT will pay the contractor directly and seek
reimbursement from the Village for our share of the project.
14. Complete all necessary paperwork during construction.
15. Create a construction punch list and ensure all outstanding items are completed to the satisfaction of
IDOT and the Village.
16. Coordinate final inspection and paperwork with IDOT and the Village.
17. Prepare as -built drawings.
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51
Exhibit C
Evaluation Process
Agency: Village of Mount Prospect
Project: Rand -Central -Mount Prospect Phase III Construction Engineering
Location: Three Closely Spaced Intersections Involving Rand Road, Central Road & Mount Prospect Road
Your letter and Statement of Qualifications (two hard copies and one electronic copy) should be
forwarded to the following address and received no later than 5:00 p.m. on Friday, October 1, 2021 to the
attention of:
Mr. Jason Leib
Deputy Director of Public Works
Village of Mount Prospect
1700 W. Central Road
Mount Prospect, Illinois 60056
The Statement of Qualifications will be evaluated based on the following factors:
• Project Understanding & Technical Approach
• Similar Project Experience
• Project Team Capabilities
• IDOT Prequalification Status
• Overall Completeness of Submittal
The Village will conduct interviews with the shortlist firms. Those selected for an interview will be
contacted by the Village to arrange a date/time at the Mount Prospect Public Works Department, 1700
W. Central Road or via GoToMeeting.
The Village of Mount Prospect appreciates your interest in this project. Any request for information or
questions regarding this Request for Statement of Qualifications can be directed to Jeffrey Wulbecker,
Village Engineer, by phone at 847-870-5640 or email at jwulbeck@mountprospect.org.
Tentative Schedule
Task
Deadline
Submit Statement of Qualifications
October 1, 2021
Select firms for interviews
October 8, 2021
Select firm and negotiate contract
October 15, 2021
Award contract
November 2, 2021
Engineering Agreement Due to IDOT
November 22, 2021
Construction letting
January 21, 2022
Start construction
April 2022
Complete construction
July 2023
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52
nl Local Public Agency .0
l�ls��npalr=n Engineering Services Agreement
Agreement For Acireement T e
Using Federal Funds? ® Yes ❑ No Federal CE Original
LOCAL PUBLIC AGENCY
Local Public Agency County Section Number Job Number
Mount Prospect Cook 17 -00166 -00 -CH I C-91-383-20
Project Number Contact Name Phone Number Email
OUBY(034) 11 Matt Lawrie (847) 870-5640 MLawrie@mountprospect.org
SECTION PROVISIONS
Local Street/Road Name Key Route Len th Structure Number
Rand Road, Central Road, Mt. Prospect Road FAP 334 1.19 miles
Location Termini
Isabella Street to Albany Lane - Mount Prospect Road to Westgate Road - Rand Road to Busse
Avenue
SECTION PROVISIONS
Add Location
Remove Location
Local Street/Road Name Key Route Length
Structure Number
Location Termini Add Location
Remove Location
The work consists of PCC pavement widening, HMA surface removal and replacement,
median and island removal and replacement, sidewalk and multi -use path construction,
complete modernization of three signalized intersections, partial modernization of one
signalized intersection, one new traffic signal installation, drainage improvements, pavement
markings, combination concrete curb and gutter removal and replacement, roadway lighting,
and all incidental and collateral work necessary to comDlete the Droiect as shown on the Dlans
Engineering Funding ❑ Federal
❑ MFT/TBP
❑ State
❑ Other
Anticipated Construction Funding ® Federal
❑ MFT/TBP
❑ State
❑ Other
AGREEMENTFOR
® Phase III - Construction Engineering
CONSULTANT
Consultant Firm Name Contact Name Phone Number Email
Christopher B Burke Eng. Ltd. 11 Dan Crosson (847) 417-4216 dcrosson@cbbel.com
Address city State Zi Code
9575 W Higgins, Suite 600 Rosemont IL 60018
THIS AGREEMENT IS MADE between the above Local Public Agency (LPA) and Consultant (ENGINEER) and covers certain
professional engineering services in connection with the improvement of the above SECTION. Project funding allotted to the LPA by the
State of Illinois under the general supervision of the State Department of Transportation, hereinafter called the "DEPARTMENT," will be
used entirely or in part to finance ENGINEERING services as described under AGREEMENT PROVISIONS.
Since the services contemplated under the AGREEMENT are professional in nature, it is understood that the ENGINEER, acting as an
Completed 11/29/21 Page 1 of 12 BLR 05530 (Rev. 08/05/21 ) 53
individual, partnership, firm or legal entity, qualifies for professional status and will be governed by professional ethics in its relationship to
the LPA and the DEPARTMENT. The LPA acknowledges the professional and ethical status of the ENGINEER by entering into an
AGREEMENT on the basis of its qualifications and experience and determining its compensation by mutually satisfactory negotiations.
WHEREVER IN THIS AGREEMENT or attached exhibits the following terms are used, they shall be interpreted to mean:
Regional Engineer Deputy Director, Office of Highways Project Implementation, Regional Engineer, Department of
Transportation
Resident Construction Supervisor Authorized representative of the LPA in immediate charge of the engineering details of the
construction PROJECT
In Responsible Charge A full time LPA employee authorized to administer inherently governmental PROJECT activities
Contractor Company or Companies to which the construction contract was awarded
AGREEMENT EXHIBITS
The following EXHIBITS are attached hereto and made a part of hereof this AGREEMENT:
® EXHIBIT A: Scope of Services
® EXHIBIT B: Project Schedule
® EXHIBIT C: Direct Costs Check Sheet
® EXHIBIT D: Qualification Based Selection (QBS) Checklist
® EXHIBIT E: Cost Plus Fixed Fee Cost Estimate of Consultant Services Worksheet (BLR 05513 or BLR 05514 )
THE ENGINEER AGREES,
1. To perform or be responsible for the performance of the Scope of Services presented in EXHIBIT A for the LPA in connection
with the proposed improvements herein before described.
2. The Classifications of the employees used in the work shall be consistent with the employee classifications and estimated staff
hours. If higher -salaried personnel of the firm, including the Principal Engineer, perform services that are to be performed by
lesser -salaried personnel, the wage rate billed for such services shall be commensurate with the payroll rate for the work
performed.
3. That the ENGINEER shall be responsible for the accuracy of the work and shall promptly make necessary revisions or
corrections required as a result of the ENGINEER'S error, omissions or negligent acts without additional compensation.
Acceptance of work by the LPA or DEPARTMENT will not relieve the ENGINEER of the responsibility to make subsequent
correction of any such errors or omissions or the responsibility for clarifying ambiguities.
4. That the ENGINEER will comply with applicable Federal laws and regulations, State of Illinois Statutes, and the local laws or
ordinances of the LPA.
5. To pay its subconsultants for satisfactory performance no later than 30 days from receipt of each payment from the LPA.
6. To invoice the LPA for Preliminary and/or Design Engineering: The ENGINEER shall submit all invoices to the LPA within three
months of the completion of the work called for in the AGREEMENT or any subsequent Amendment or Supplement.
7. To submit a completed BLR 05613, Engineering Payment Report, to the DEPARTMENT within three months of the completion of
the work called for in this AGREEMENT or any subsequent Amendment or Supplement. The form shall be submitted with the
final invoice.
8. The ENGINEER or subconsultant shall not discriminate on the basis of race, color, national origin or sex in the performance of
this AGREEMENT. The ENGINEER shall carry out applicable requirements of 49 CFR part 26 in the administration of US
Department of Transportation (US DOT) assisted contract. Failure by the Engineer to carry out these requirements is a material
breach of this AGREEMENT, which may result in the termination of this AGREEMENT or such other remedy as the LPA deems
appropriate.
9. That none of the services to be furnished by the ENGINEER shall be sublet assigned or transferred to any other party or parties
without written consent of the LPA. The consent to sublet, assign or otherwise transfer any portion of the services to be furnished
by the ENGINEER shall be construed to relieve the ENGINEER of any responsibility for the fulfillment of this AGREEMENT.
10. For Construction Engineering Contracts:
(a) The ENGINEER shall be prequalified with the STATE in Construction Inspection. All employees of the ENGINEER
serving as the onsite resident construction supervisor or providing construction inspection shall have a valid
Documentation of Contract Quantities certification.
(b) For all projects where testing is required, the ENGINEER shall obtain samples according to the STATE Bureau of
Materials. "Manual of Test Procedures for Materials," submit STATE Bureau of Materials inspection reports; and
verify compliance with contract specifications.
11. That the engineering services shall include all equipment, instruments, supplies, transportation and personnel required to perform
the duties of the ENGINEER in connection with this AGREEMENT See Exhibit C).
Completed 11/29/21 Page 2 of 12 BLR 05530 (Rev. 08/05/21 ) 54
II. THE LPA AGREES,
1. To certify by execution of this AGREEMENT that the selection of the ENGINEER was performed in accordance with the following:
(a) Professional Services Selection Act (50 ILCS 510), The Brooks Act (40 USC 11), and the Procurement,
Management, and Administration of Engineering, and Design Related Services (23 CFR part 172). Exhibit D is
required to be completed with this AGREEMENT.
2. To furnish the ENGINEER all presently available survey data, plans, specifications, and project information.
3. For Construction Engineering Contracts:
(a) To furnish a full time LPA employee to be In Responsible Charge authorized to administer inherently governmental
PROJECT activities.
(b) To submit approved forms BC 775 and BC 776 to the DEPARTMENT when federal funds are utilized.
4. To pay the ENGINEER:
(a) For progressive payments - Upon receipt of monthly invoices from the ENGINEER and the approval thereof by the
LPA, monthly payments for the work performed shall be due and payable to the ENGINEER, such payments to be
equal to the value of the partially completed work minus all previous partial payments made to the ENGINEER.
(b) Final Payment - Upon approval of the work by the LPA but not later than 60 days after the work is completed and
reports have been made and accepted by LPA and DEPARTMENT, a sum of money equal to the basic fee as
determined in this AGREEMENT less the total of the amount of partial payments previously paid to the ENGINEER
shall be due and payable to the ENGINEER.
To pay the ENGINEER as compensation for all services rendered in accordance with the AGREEMENT on the basis of the
following compensation method as discussed in 5-5.10 of the BLR Manual.
Method of Compensation:
❑ Lump Sum
❑ Specific Rate
® Cost plus Fixed Fee: Fixed
Total Compensation = DL + DC + OH + FF
Where:
DL is the total Direct Labor,
DC is the total Direct Cost,
OH is the firm's overhead rate applied to their DL and
FF is the Fixed Fee.
Where FF = (0.33 + R) DL + %SubDL, where R is the advertised Complexity Factor and %SubDL is 10% profit
allowed on the direct labor of the subconsultants.
The Fixed Fee cannot exceed 15% of the DL + OH.
Field Office Overhead Rates: Field rates must be used for construction engineering projects expected to exceed one
year in duration or if the construction engineering contract exceeds $1,000,000 for any project duration.
The recipient shall not discriminate on the basis of race, color, national original or sex in the award and performance of any US
DOT -assisted contract or in the administration of its DBE program or the requirements of 49 CFR part 26. The recipient shall take
all necessary and reasonable steps under 49 CFR part 26 to ensure nondiscrimination in the award and administration of US
DOT -assisted contracts. The recipient's DBE program, as required by 49 CFR part 26 and as approved by US DOT, is
incorporated by reference in this agreement. Implementation of this program is a legal obligation and failure to carry out its terms
shall be treated as violation of this AGREEMENT. Upon notification to the recipient of its failure to carry out its approved program,
the Department may impose sanctions as provided for under part 26 and may, in appropriate cases, refer the matter for
enforcement under 18 U.S.C. 1001 and/or the Program Fraud Civil Remedies Act of 1986 (31 U.S.0 3801 et seq.).
To certify by execution of the AGREEMENT that the selection of the ENGINEER was performed n accordance with the Local
Government Professional Services Selection Act 50 ILCS 510, the Brooks Act 40 USC 11, and Procurement, Management, and
Administration of Engineering and Design related Services (23 CRF part 172). Exhibit C is required to be completed with this
agreement.
III. IT IS MUTUALLY AGREED,
1. No work shall be commenced by the ENGINEER prior to issuance by the IDOT of a written Notice to Proceed.
2. To maintain, for a minimum of 3 years after the completion of the contract, adequate books, records and supporting documents to
verify the amount, recipients and uses of all disbursements of funds passing in conjunction with the contract; the contract and all
books, records and supporting documents related to the contract shall be available for review and audit by the Auditor General,
and the DEPARTMENT, the Federal Highways Administration (FHWA) or any authorized representative of the federal
government, and to provide full access to all relevant materials. Failure to maintain the books, records and supporting documents
required by this section shall establish a presumption in favor of the DEPARTMENT for the recovery of any funds paid by the
DEPARTMENT under the contract for which adequate books, records and supporting documentation are not available to support
their purported disbursement.
3. That the ENGINEER shall be responsible for any and all damages to property or persons arising out of an error, omission and/or
negligent act in the prosecution of the ENGINEER's work and shall indemnify and save harmless the LPA, the DEPARMTENT,
Completed 11/29/21 Page 3 of 12 BLR 05530 (Rev. 08/05/21) 55
and their officers, agents, and employees from all suits, claims, actions or damage liabilities, costs or damages of any nature
whatsoever resulting there from. These indemnities shall not be limited by the listing of any insurance policy.
The LPA will notify the ENGINEER of any error or omission believed by the LPA to be caused by the negligence of the
ENGINEER as soon as practicable after the discovery. The LPA reserves the right to take immediate action to remedy any error
or omission if notification is not successful; if the ENGINEER fails to reply to a notification; or if the conditions created by the error
or omission are in need of urgent correction to avoid accumulation of additional construction costs or damages to property and
reasonable notice is not practicable.
4. This AGREEMENT may be terminated by the LPA upon giving notice in writing to the ENGINEER at the ENGINEER's last known
post office address. Upon such termination, the ENGINEER shall cause to be delivered to the LPA all drawings, plats, surveys,
reports, permits, agreements, soils and foundation analysis, provisions, specifications, partial and completed estimates and data,
if any from soil survey and subsurface investigation with the understanding that all such material becomes the property of the
LPA. The LPA will be responsible for reimbursement of all eligible expenses incurred under the terms of this AGREEMENT up to
the date of the written notice of termination.
5. In the event that the DEPARMENT stops payment to the LPA, the LPA may suspend work on the project. If this agreement is
suspended by the LPA for more than thirty (30) calendar days, consecutive or in aggregate, over the term of this AGREEMENT,
the ENGINEER shall be compensated for all services performed and reimbursable expenses incurred as a result of the
suspension and resumption of its services, and the ENGINEER's schedule and fees for the remainder of the project shall be
equitably adjusted.
6. This AGREEMENT shall continue as an open contract and the obligations created herein shall remain in full force and effect until
the completion of construction of any phase of professional services performed by others based upon the service provided
herein. All obligations of the ENGINEER accepted under this AGREEMENT shall cease if construction or subsequent
professional services are not commenced within 5 years after final payment by the LPA.
7. That the ENGINEER shall be responsible for any and all damages to property or persons arising out of an error, omission and/or
negligent act in the prosecution of the ENGINEER's work and shall indemnify and have harmless the LPA, the DEPARTMENT,
and their officers, employees from all suits, claims, actions or damages liabilities, costs or damages of any nature whatsoever
resulting there from. These indemnities shall not be limited by the listing of any insurance policy.
8. The ENGINEER and LPA certify that their respective firm or agency:
(a) has not employed or retained for commission, percentage, brokerage, contingent fee or other considerations, any
firm or person (other than a bona fide employee working solely for the LPA or the ENGINEER) to solicit or secure
this AGREEMENT,
(b) has not agreed, as an express or implied condition for obtaining this AGREEMENT, to employ or retain the services
of any firm or person in connection with carrying out the AGREEMENT or
(c) has not paid, or agreed to pay any firm, organization or person (other than a bona fide employee working solely for
the LPA or the ENGINEER) any fee, contribution, donation or consideration of any kind for, or in connection with,
procuring or carrying out the AGREEMENT.
(d) that neither the ENGINEER nor the LPA is/are not presently debarred, suspended, proposed for debarment,
declared ineligible or voluntarily excluded from covered transactions by any Federal department or agency,
(e) has not within a three-year period preceding the AGREEMENT been convicted of or had a civil judgment rendered
against them for commission of fraud or criminal offense in connection with obtaining, attempting to obtain or
performing a public (Federal, State or local) transaction; violation of Federal or State antitrust statutes or commission
of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements or receiving
stolen property,
(f) are not presently indicated for or otherwise criminally or civilly charged by a government entity (Federal, State or
local) with commission of any of the offenses enumerated in paragraph (e) and
(g) has not within a three-year period preceding this AGREEMENT had one or more public transaction (Federal, State or
local) terminated for cause or default.
Where the ENGINEER or LPA is unable to certify to any of the above statements in this certification, an explanation shall be
attached to this AGREEMENT.
9. In the event of delays due to unforeseeable causes beyond the control of and without fault or negligence of the ENGINEER no
claim for damages shall be made by either party. Termination of the AGREEMENT or adjustment of the fee for the remaining
services may be requested by either party if the overall delay from the unforeseen causes prevents completion of the work within
six months after the specified completion date. Examples of unforeseen causes include but are not limited to: acts of God or a
public enemy; act of the LPA, DEPARTMENT, or other approving party not resulting from the ENGINEER's unacceptable
services; fire; strikes; and floods.
If delays occur due to any cause preventing compliance with the PROJECT SCHEDULE, the ENGINEER shall apply in writing to
the LPA for an extension of time. If approved, the PROJECT SCHEDULE shall be revised accordingly.
10. This certification is required by the Drug Free Workplace Act (30 ILCS 580). The Drug Free Workplace Act requires that no
grantee or contractor shall receive a grant or be considered for the purpose of being awarded a contract for the procurement of
any property or service from the DEPARTMENT unless that grantee or contractor will provide a drug free workplace. False
certification or violation of the certification may result in sanctions including, but not limited or suspension of contract on grant
payments, termination of a contract or grant and debarment of the contracting or grant opportunities with the DEPARTMENT for
at least one (1) year but not more than (5) years.
For the purpose of this certification, "grantee" or "Contractor" means a corporation, partnership or an entity with twenty-five (25)
Completed 11/29/21 Page 4 of 12 BLR 05530 (Rev. 08/05/21) 56
or more employees at the time of issuing the grant or a department, division or other unit thereof, directly responsible for the
specific performance under contract or grant of $5,000 or more from the DEPARTMENT, as defined the Act.
The contractor/grantee certifies and agrees that it will provide a drug free workplace by:
(a) Publishing a statement:
(1) Notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a
controlled substance, including cannabis, is prohibited in the grantee's or contractor's workplace.
(2) Specifying actions that will be taken against employees for violations of such prohibition.
(3) Notifying the employee that, as a condition of employment on such contract or grant, the employee will:
(a) abide by the terms of the statement; and
(b) notify the employer of any criminal drug statue conviction for a violation occurring in the workplace
no later than (5) days after such conviction.
(b) Establishing a drug free awareness program to inform employees about:
(1) The dangers of drug abuse in the workplace;
(2) The grantee's or contractor's policy to maintain a drug free workplace;
(3) Any available drug counseling, rehabilitation and employee assistance program; and
(4) The penalties that may be imposed upon an employee for drug violations.
(c) Providing a copy of the statement required by subparagraph (a) to each employee engaged in the performance of the
contract or grant and to post the statement in a prominent place in the workplace.
(d) Notifying the contracting, or granting agency within ten (10) days after receiving notice under part (b) of paragraph
(3) of subsection (a) above from an employee or otherwise, receiving actual notice of such conviction.
(e) Imposing a sanction on, or requiring the satisfactory participation in a drug abuse assistance or rehabilitation
program.
(f) Assisting employees in selecting a course of action in the event drug counseling, treatment and rehabilitation is
required and indicating that a trained referral team is in place.
Making a good faith effort to continue to maintain a drug free workplace through implementation of the Drug Free Workplace Act,
the ENGINEER, LPA and the Department agree to meet the PROJECT SCHEDULE outlined in EXHIBIT B. Time is of the
essence on this project and the ENGINEER's ability to meet the PROJECT SCHEDULE will be a factor in the LPA selecting the
ENGINEER for future project. The ENGINEER will submit progress reports with each invoice showing work that was completed
during the last reporting period and work they expect to accomplish during the following period.
11. Due to the physical location of the project, certain work classifications may be subject to the Prevailing Wage Act (820 ILCS
130/0.01 et seq.).
12. For Construction Engineering Contracts:
(a) That all services are to be furnished as required by construction progress and as determined by the LPA employee In
Responsible Charge. The ENGINEER shall complete all services herein within a time considered reasonable to the
LPA, after the CONTRACTOR has completed the construction contract.
(b) That all field notes, test records and reports shall be turned over to and become the property of the LPA and that
during the performance of the engineering services herein provided for, the ENGINEER shall be responsible for any
loss or damage to the documents herein enumerated while they are in the ENGINEER's possession and any such
loss or damage shall be restored at the ENGINEER's expense.
(c) That any difference between the ENGINEER and the LPA concerning the interpretation of the provisions of this
AGREEMENT shall be referred to a committee of disinterested parties consisting of one member appointed by the
ENGINEER, one member appointed by the LPA, and a third member appointed by the two other members for
disposition and that the committee's decision shall be final.
(d) That in the event that engineering and inspection services to be furnished and performed by the LPA (including
personnel furnished by the ENGINEER) shall, in the opinion of the STATE be incompetent employed on such work
at the expense of the LPA.
(e) Inspection of all materials when inspection is not provided by the sources by the STATE Central Bureau of Materials,
and submit inspection reports to the LPA and STATE in accordance with the STATE Central Bureau of Materials
"Project Procedures Guide" and the policies of the STATE.
AGREEMENT SUMMARY
Prime Consultant
I TIN/FEIN/SS Number
Agreement Amount
Christopher B Burke Engineering Ltd.
36-3468939
$633,040.00
Subconsultants
TIN/FEIN/SS Number Agreement Amount
]-Material Solutions Laboratory
20-5755513 $64,130.00
Subconsultant Total $64,130.00
Prime Consultant Total $633,040.00
Total for all work $697,170.00
Completed 11/29/21 Page 5 of 12 BLR 05530 (Rev. 08/05/21 ) 57
Add Subconsultants
Attest:
AGREEMENT SIGNATURES
Local Public Agency Type Name of Local Publ
The Village of Mount Prospect
B (Signature & Date
Name of Local Public Agency Local Public Agency Type
Mount Prospect Village Clerk
(SEAL)
Executed by the ENGINEER:
Consultant (Firm) Name
Attest: lChristopher B Burke Eng. Ltd.
B (Signature & Date
Title
Notary Public
B Si nature & Date
Title
B Si nature & Date
Title
President
Completed 11/29/21 Page 6 of 12 BLR 05530 (Rev. 08/05/21 ) 58
Local Public Agency Countv Section Number
Mount Prospect Cook 17 -00166 -00 -CH
EXHIBIT A
SCOPE OF SERVICES
To perform or be responsible for the performance of the engineering services for the LPA, in connection with the PROJECT herein before
described and enumerated below
Task I Preconstruction Services
Review of Existing Data: Resident Engineer and staff will review plans, specifications and contract documents.
Preconstruction Meeting: CBBEL staff will attend and take meeting minutes for the preconstruction meeting held
at I DOT
Task II Shop Drawing / Submittal Review
CBBEL staff will review shop drawings and submittals for the traffic signal items, detector loop replacement,
concrete mixtures, ADA sidewalk panels, and other elements as required. This task includes check and
approve, or reject and request resubmittal of, any submittals made by the Contractor for compliance with the
contract documents.
Shop Drawings and Contractor Submittals:
• Record data received, maintain a file of drawings and submissions, and check construction for compliance with
them
• Review Contractor's submittals for compliance with contract documents. Notify the Village of any deviations or
substitutions. With the notification, provide the Village with a recommendation for acceptance or denial, and
request direction from the Village regarding the deviation or substitution.
Task III Construction Observation
This task assumes full time construction observation of a construction schedule of 150 Working Days by the
Contractor.
Observation Services: CBBEL staff will perform the following tasks daily or as required by the Contractor's
activities:
Complete all documentation required by IDOT Policy.
Assign and schedule all field and material inspection and maintain daily contact with the Contractor's personnel
to proficiently provide the engineering services necessary for the Contractor's continued progress.
Direct client contact on project related issues.
Observe and document traffic control.
Observe daily construction for compliance to the plans and specifications.
Coordinate daily with Contractor on work and schedule.
Manage and quality control of construction engineering staff.
Maintain a daily record of the Contractor's activities throughout construction including information to permit
verification of the nature and costs of changes in plans and authorized extra work.
Prepare and submit all partial and final payment estimates, change orders, records, certifications,
documentation, and reports. This documentation will be completed using the Construction and Materials
Management System (CMMS).
Prepare and submit all partial and final material documentation. This documentation will be completed using the
MISTIC Entry Database.
Conduct project meetings (as required).
Task IV Construction Documentation
1. Keep an inspector's daily report book and project diary in the Village's format, recording hours on the job site,
weather conditions, general and specific observations, daily activities, quantities placed, inspections, decisions,
and list of visiting officials, as outlined in IDOT's Construction Manual. Additionally, prepare photo
documentation of construction to be submitted in both hard and digital formatting.
Completed 11/29/21 Page 7 of 12 BLR 05530 (Rev. 08/05/21 ) 59
2. Prepare payment requisitions and change orders. Review applications for payment with the Contractor for
compliance with established submission procedure and forward them with recommendations to the Village.
Maintain a Change Management Plan logging all decisions and approved changes of scope and budget.
3. Schedule any material testing through the Village's Consultant at the frequency required by IDOT's QC/QA
provisions. Also obtain and document all material inspection received from the Contractor as outlined in the
Project Procedures Guide of IDOT's Construction Manual.
4. Prepare a monthly written update to the Village summarizing the Project status, costs and schedule.
5. Review and coordinate response to any RFI from the Contractor in a timely manner and maintain a separate
file for each request.
Task V Materials QA Testing
The Contractor will be required to provide the Quality Control (QC) Testing required by the plans and
specifications. The Phase III Engineering Services will be required to provide the subsequent Quality Assurance
(QA) Testing. The testing requirements and frequency of testing will be as required and outlined in the IDOT
Manual for Materials Testing Inspection and Procedures. Materials Testing will be performed by Testing
Services Corporation.
Task VI Project Closeout
Prepare Punchlist: CBBEL staff will prepare and distribute the final punchlist to all parties and verify when
completed.
Task VII Record Drawings
Final Documentation:
Final documentation, IDOT audit, and project closeout with Village of Mount Prospect and IDOT.
Final mark-up of record drawings (redlines).
Completed 11/29/21 Page 8 of 12 BLR 05530 (Rev. 08/05/21)60
Local Public Agency Countv Section Number
Mount Prospect Cook 17 -00166 -00 -CH
EXHIBIT B
PROJECT SCHEDULE
Pre -construction meeting June 1, 2022
Shop Drawing Review 6/2/2022 - 8/24/2022
Stage 1 - start 8/25/2022 finish 9/14/2022
Stage 2 - start 9/15/2022 finish 12/2/2022
Winter Shutdown - start 12/5/2022 finish 3/2/2023
Stage 3 - start 3/3/2023 finish 5/25/2023
Stage 313 - start 5/26/2023 finish 6/1/2023
Stage 4 - start 6/2/2023 finish 7/13/2023
Stage 5 - start 7/14/2023 finish 8/24/2023
ct Complete 8/25/2023
Completed 11/29/21 Page 9 of 12 BLR 05530 (Rev. 08/05/21)6.
Local Public Agency Countv Section Number
Mount Prospect Cook 17 -00166 -00 -CH
Exhibit C
Direct Costs Check Sheet
List ALL direct costs required for this project. Those not listed on the form will not be eligible for reimbursement by the LPA on this project.
Item
Allowable
Quantity
Contract Rate
Total
Lodging
❑ (per GOVERNOR'S TRAVEL CONTROL BOARD)
Actual cost
(Up to state rate maximum)
Lodging Taxes and Fees
❑ (per GOVERNOR'S TRAVEL CONTROL BOARD)
Actual Cost
❑ Air Fare
Coach rate, actual cost, requires minimum two weeks'
notice, with prior IDOT approval
Vehicle Mileage
❑ (per GOVERNOR'S TRAVEL CONTROL BOARD)
Up to state rate maximum
® Vehicle Owned or Leased
$32.50/half day (4 hours or less) or $65/full day
300
$65.00
$19,500.00
❑ Vehicle Rental
Actual cost (Up to $55/day)
❑ Tolls
Actual cost
❑ Parking
Actual cost
❑ Overtime
Premium portion (Submit supporting documentation)
❑ Shift Differential
Actual cost (Based on firm's policy)
❑ Overnight Delivery/Postage/Courier Service
Actual cost (Submit supporting documentation)
❑ Copies of Deliverables/Mylars (In-house)
Actual cost (Submit supporting documentation)
❑ Copies of Deliverables/Mylars (Outside)
Actual cost (Submit supporting documentation)
❑ Project Specific Insurance
Actual Cost
❑ Monuments (Permanent)
Actual Cost
❑ Photo Processing
Actual Cost
F -]12 -Way Radio (Survey or Phase III Only)
Actual Cost
❑ Telephone Usage (Traffic System Monitoring Only)
Actual Cost
❑ CADD
Actual cost (Max $15/hour)
❑ Web Site
Actual cost (Submit supporting documentation)
❑ Advertisements
Actual cost (Submit supporting documentation)
❑ Public Meeting Facility Rental
Actual cost (Submit supporting documentation)
❑ Public Meeting Exhibits/Renderings & Equipment
Actual cost (Submit supporting documentation)
❑ Recording Fees
Actual Cost
❑ Transcriptions (specific to project)
Actual Cost
❑ Courthouse Fees
Actual Cost
❑ Storm sewer Cleaning and Televising
Actual cost (Requires 2-3 quotes with IDOT approval)
❑ Traffic Control and Protection
Actual cost (Requires 2-3 quotes with IDOT approval)
❑ Aerial Photography and Mapping
Actual cost (Requires 2-3 quotes with IDOT approval)
❑ Utility Exploratory Trenching
Actual cost (Requires 2-3 quotes with IDOT approval)
❑ Testing of Soil Samples
Actual Cost
❑ Lab Services
Actual Cost (Provide breakdown of each cost)
❑ Equipment and/or Specialized Equipment Rental
Actual Cost (Requires 2-3 quotes with IDOT approval)
Total Direct Costs
$19,500.00
Completed 11/29/21 Page 10 of 12 BLR 05530 (Rev. 08/05/21 ) 62
Local Public Agency Countv Section Number
Mount Prospect Cook 17 -00166 -00 -CH
Exhibit D
Qualification Based Selection (QBS) Checklist
The LPA must complete Exhibit D. If the value meets or will exceed the threshold in 50 ILCS 510, QBS requirements must be followed.
Under the threshold, QBS requirements do not apply. The threshold is adjusted annually. If the value is under the threshold with federal
funds being used, federal small purchase guidelines must be followed.
❑ Form Not Applicable (engineering services less than the threshold)
Items 1-13 are required when using federal funds and QBS process is applicable. Items 14-16 are required when
using State funds and the QBS process is applicable.
No Yes
1
Do the written QBS policies and procedures discuss the initial administration (procurement, management
❑
6
and administration) concerning engineering and design related consultant services?
❑
2
Do the written QBS policies and procedures follow the requirements as outlined in Section 5-5 and
❑
7
specifically Section 5-5.06 (e) of the BLRS Manual?
❑
3
Was the scope of services for this project clearly defined?
❑
4
Was public notice given for this project?
❑
❑
If yes Due date of submittal October 1, 2�
Method(s) used for advertisement and dates of advertisement
Village Website, Demandstar on September 10, 2021
5
Do the written QBS policies and procedures cover conflicts of interest?
❑
6
Do the written QBS policies and procedures use covered methods of verification for suspension and
❑
11
debarment?
❑
7
Do the written QBS policies and procedures discuss the methods of evaluation?
❑
Project Criteria
Project Understanding and Technical Approach
Similar Project Experience
Project Team Capabilities
IDOT Prequalification Status
Overall Completeness of Submittal
Add
Weighting
30%
25%
25%
10%
10%
18 IDo the written QBS policies and procedures discuss the method of selection? I ❑ I ZI
Selection committee (titles) for this project
Director of Public Works, Assistant Director of Public Works, Traffic Engineer
Top three consultants ranked for this project in order
1 Christopher B. Burke Engineering, Ltd.
2 ESI Consultants
3 Thomas Engineering Group
9
Was an estimated cost of engineering for this project developed in-house prior to contract negotiation?
❑
10
Were negotiations for this project performed in accordance with federal requirements.
❑
11
Were acceptable costs for this project verified?
❑
12
Do the written QBS policies and procedures cover review and approving for payment, before forwarding
the request for reimbursement to IDOT for further review and approval?
❑
13
Do the written QBS policies and procedures cover ongoing and finalizing administration of the project
(monitoring, evaluation, closing -out a contract, records retention, responsibility, remedies to violations or
breaches to a contract, and resolution of disputes)?
❑
14
QBS according to State requirements used?
®
❑
15
Existing relationship used in lieu of QBS process?
®
❑
Completed 11/29/21 Page 11 of 12 BLR 05530 (Rev. 08/05/21)63
Local Public Agency Countv Section Number
Mount Prospect Cook 17-00166-00-CH
16 LPA is a home rule community (Exempt from QBS). ® ❑
Completed 11/29/21 Page 12 of 12 BLR 05530 (Rev. 08/05/21)64
Instructions for BLR 05530 - Page 1 of 3
Form instructions are not to be submitted with the form
This form shall be used for a Local Public Agency (LPA) to enter into an agreement with an Engineering firm in connection with a project
funded with Federal, State, and/or Motor Fuel Tax (MFT) funds. Based on the selection of type of engineering agreement and funding
type, the form will change. For more information refer to the Bureau of Local Roads and Streets Manual (BLRS) Chapter 5. For signature
requirements refer to Chapter 2, Section 3.05(b) of the BLRS manual.
This form can also be used for structure inspections.
When filing out this form electronically, once a field is initially completed, fields requiring the same information will be auto -populated.
Using Federal Funds? The user must select yes or no. Based on the selection, a drop-down menu will appear. The language
of the form changes based on the selection.
Selecting yes indicates federal funds will be used to fund all or a portion of the engineering for this
phase of this project.
Selecting no indicates no federal funds will be used to fund any engineering for this phase of the
project.
Agreement For If yes was selected for using Federal Funds, select Federal PE or Federal CE from the drop-down.
If no was selected for using Federal Funds, select MFT PE, MFT CE, or MFT PE -CE.
Agreement Type From the drop down, select the type of agreement, types to choose from are: Original or Supplemental
Number If the agreement is for a supplemental, insert the number of the supplemental using number 1 for the
first supplemental, and increase the numbering as the supplementals increase.
Local Public Agency
Name of Local Public Agency
County
Section Number
Job Number
Project Number
Contact Name
Phone Number
Email
Section Provisions
Location
Local Street/Road Name
Key Route
Length
Existing Structure Number(s)
Location Termini
Add Location
Project Description
Engineering Funding
Insert the name of the LPA.
Insert the name of the county in which the LPA is located.
Insert the section number applied to this project without dashes, dashes are automatically
inserted.
Insert the job number assigned for the project, if applicable.
Insert the project number assigned for this project, if applicable.
Insert the name of the LPA contact for this project.
Insert the phone for the LPA contact listed to the left without dashes.
Insert the email for the LPA contact listed to the left.
Use the add location button to add additional locations, if needed, for up to a total of five
locations. If there are more than five locations, use various.
Insert the local street/road name.
Insert the key route of the street/road listed to the left, if applicable.
Insert the length in miles as it pertains to the location listed to the left. For a structure insert
0.01.
Insert the existing structure number(s) for this project.
Insert the beginning and ending termini as it pertains to this location for this project.
Use this button to add additional locations
Insert a description of the work to be accomplished by this project.
Check all boxes that apply, if type other is checked, insert the type of other funding in the box
following 'other." The form will change based on the box(es) checked.
Anticipated Construction Funding Check all boxes that apply, if type other is checked, insert the type of other funding in the box
following 'other."
Completed 11/29/21 BLR 05530 (Rev. 08/05/21 ) 655
Instructions for BLR 05530 - Page 2 of 3
Agreement For
Select the check box for the type of engineering the agreement is for. Phase I for Preliminary
TIN/FEIN/SS
Engineering, Phase 11 for Design Engineering, Phase III for Construction Engineering. When
Federal Funds are used, Phase I and Phase 11 can be selected when the agreement is for
Agreement Amount
Federal PE. When Federal CE is selected, only Phase III can be selected. For MFT, the
Subconsultant
Phases can be selected based on the original selection at the top of the form for the
TIN/FEIN/SS
agreement type.
Consultant
Identification Number (FEIN) or Social Security Number (SS).
Firm Name
Insert the name of the consultant firm.
Address
Insert the address of the firm listed to the left.
Contact Name
Insert the name of the contact for the firm listed to the left.
Phone Number
Insert the phone number for the contact listed to the left, without dashes.
Email
Insert the email of the contact listed to the left.
Agreement Exhibits
Check all that apply, for boxes checked that do not have a description, insert the name of the
exhibit.
LPA Agrees
This field is automatically completed, it is the sum of the subconsultant and the prime total.
Method of Compensation
Select the method of compensation for this agreement by checking the applicable box.
If Percent is checked (this is only available when agreement is for MFT funds.), insert in the
box the applicable percentage.
If Lump Sum is checked, complete the box after lump sum showing the lump sum
compensation amount. For agreements funded with federal funds the lump sum shall be
determined by using the Cost Plus Fixed Fee formula.
If Specific Rate is checked, insert the specific rate in the box. The specific rate cannot
exceed $150,000. For a federal project this is limited to testing services only.
If Cost Plus Fixed Fee is checked, select the type of raise the agreement will use:
Anniversary or Fixed. If this method is selected, BLR 05513 or BLR 05514 must be included
in the exhibits.
Agreement Summary
Prime
Insert the name of the Prime Consultant
TIN/FEIN/SS
Insert the Prime Consultant's Taxpayer Identification Number (TIN), Federal Employer
Identification Number (FEIN) or Social Security Number (SS).
Agreement Amount
Insert the maximum agreement amount.
Subconsultant
As applicable, for each sub consultant listed, insert the name of the subconsultant
TIN/FEIN/SS
Insert the Subconsultant's Taxpayer Identification Number (TIN), Federal Employer
Identification Number (FEIN) or Social Security Number (SS).
Agreement Amount
Insert the maximum agreement amount for the subconsultant listed to the left.
Add Subconsultant
If additional lines are needed for additional subconsultants, insert lines as needed and
complete the required information.
Subconsultant Total
This field is automatically completed, it is the sum of all the agreement amounts for all
subconsultants listed.
Prime Total
This field is automatically completed, it is the amount of the prime consultant fee as listed
above.
Total for All
This field is automatically completed, it is the sum of the subconsultant and the prime total.
Completed 11/29/21 BLR 05530 (Rev. 08/05/21 ) 66
Instructions for BLR 05530 - Page 3 of 3
Agreement Signatures
Executed by LPA
Local Public Agency Type From the drop down, select the type of LPA. Types to choose from are: City, County, Town,
or Village.
Name of Local Public Agency Insert the name of the LPA.
By The LPA clerk will sign here.
By The LPA official authorized to sign this agreement will sign and date here.
Name of Local Public Agency Insert the name of the Local Public Agency.
Local Public Agency Type Insert the type of LPA.
Seal of LPA The LPA will seal the document here.
Title Insert the title of the LPA official who signed above.
Executed by the Engineer
Engineering Firm Name Insert the name of the engineering firm the agreement is with.
By The person(s) authorized to sign this agreement from the engineering firm will sign and date
here.
Title Insert the title of the person signing above.
For Agreement using MFT or State Funds only:
Regional Engineer Upon approval the Regional Engineer will sign and date here.
Exhibit A
Insert the scope of services covered by this agreement for this project.
Exhibit B
Insert the project schedule that applies to this agreement.
Exhibit C
Insert Exhibit C, Direct Costs and complete the exhibit. Only items checked and completed
will be allowed as a direct cost.
Exhibit D
Qualification Based Selection Checklist (QBS) process must be followed when the value of
engineering will meet and/or exceed the threshold in 50 ILCS 510. If process does not apply,
check the form not applicable box. If process applies and using federal funds, complete
items 1 through 13. If applies and using state funds, complete items 14 through 16.
Exhibit E
Cost Plus Fixed Fee Estimate of Consultant Services Worksheet (BLR 05513 or BLR 05514).
If the method of compensation was checked as Cost Plus Fixed Fee (Anniversary or Fixed
Raise) in the agreement, then select this box and attach the correct BLR form: BLR 05514
for fixed raise, or BLR 05513 for Anniversary Raises.
Exhibit
Use the remaining boxes and lines to add additional exhibits as needed.
A minimum of four (4) signed originals must be submitted to the Regional Engineer's District office.
Following approval, distribution will be as follows:
Central Office (only for Projects using State and/or Federal Funds)
District
Engineer (Municipal, Consultant or County)
Local Public Agency Clerk
Completed 11/29/21 BLR 05530 (Rev. 08/05/21 ) 67
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Local Public Agency County Section Number
Mount Prospect lCook 117 -00166 -00 -CH
MAXIMUM PAYROLL RATE 78.00
ESCALATION FACTOR 1.51
PAYROLL RATES
Exhibit E Cost Estimate of Consultant Services Worksheet Fixed Raise
CLASSIFICATION
IDOT
PAYROLL RATES
ON FILE
CALCULATED RATE
Principal
$78.00
$78.00
Engineer VI
77.501
78.00
Engineer V
$67.99
$69.01
Engineer IV
$56.58
$57.43
Engineer III
$46.52
$47.22
Engineer I/II
$33.22
$33.72
Survey V
$77.50
$78.00
Survey IV
$69.00
$70.04
Survey III
$61.00
$61.92
Survey II
$50.00
$50.75
Survey I
$37.33
$37.89
Engineering Technician V
$65.75
$66.74
Engineering Technician IV
54.381
$55.20
Engineering Technician III
$31.13
$31.60
Engineering Technician I/II
$24.00
$24.36
CAD Manager
$65.17
$66.15
CAD Technician II
$47.67
$48.39
GIS Speciailist III
$52.50
$53.29
GIS Speciailist I/II
$35.00
$35.53
Landscape Architect
$59.25
$60.14
Landscape Designer I/II
$33.00
$33.50
Environmental Resource Specialist
$73.00
$74.10
Environmental Resource Specialist IN
55.56
$56.40
Environmental Resource Specialist II
$48.50
$49.23
Environmental Resource Specialist I/
$29.00
$29.44
Environmental Resource Technician
$41.50
$42.12
,Engineering Itern
$15.71
$15.95
Printed 11/22/2021 10:02 AM
Page 2 of 7
BLR 05514 (Rev. 04/30/21)
Payroll Rates
69
Local Public Agency County Section Number
Mount Prospect Cook 117 -00166 -00 -CH
SUBCONSULTANTS
Exhibit E Cost Estimate of Consultant Services Worksheet Fixed Raise
Contribution to Prime
NAME Direct Labor Total Consultant
Material Solutions Laboratory 17,158.00 1,715.80
Total 17,158.00 1,715.80
BLR 05514 (Rev. 04/30/21)
Subconsultants
Printed 11/22/2021 10:02 AM Page 3 of 7
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FIRM NAME
PRIME/SUPPLEMENT
PTB -ITEM #
PAYROLL RATES
Material Solutions Labor DATE
Prime
201-C-91-383-20
ESCALATION FACTOR
Note: Rates should be capped on the AVG 1 tab as necessary
0.50%
Project Manager
IDOT
$58.64
CLASSIFICATION
PAYROLL RATES
CALCULATED RATE
Pick -Up Technician
ON FILE
$30.77
Project Manager
$58.35
$58.64
Materials QA Technician
$47.28
$47.52
Pick -Up Technician
$30.62
$30.77
Documentation Technician
$22.70
$22.81
Printed 11/11/2021 11:41 AM Page 2 of 4
Bureau of Design and Environment
Prepared By: Consultant
11/11/21
BIDE 3604 Template (Rev. 10/19/17)
76
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COMPANY NAME: Material Solutions Laborato
PTB NUMBER: Rand Road - Mt. Prospect-C-91-383-20
...............................................................................................................................................................................................................................................
TODAY'S DATE: 11/11/2021
BOARD)
Lodging
(per GOVERNOR'S TRAVEL CONTROL BOARD)
Lodging Taxes and Fees
(per GOVERNOR'S TRAVEL CONTROL BOARD)
Air Fare
Vehicle Mileage (per GOVERNOR'S TRAVEL
CONTROL BOARD)
Vehicle Owned or Leased
Vehicle Rental
Tolls
Parking
Overtime
Shift Differential
Overnight Delivery/Postage/Courier Service
Copies of Deliverables/Mylars (In-house)
Copies of Deliverables/Mylars (Outside)
Project Specific Insurance
Monuments (Permanent)
Photo Processing
2 -Way Radio (Surveyor Phase III Only)
Telephone Usage (Traffic System Monitoring Only)
CADD
Web Site
Advertisements
Public Meeting Facility Rental
Public Meeting Exhibits/Renderings & Equipment
Recording Fees
Transcriptions (specific to project)
Courthouse Fees
Storm Sewer Cleaning and Televising
Traffic Control and Protection
Aerial Photography and Mapping
Utility Exploratory Trenching
Testing of Soil Samples`
Lab Services'
Equipment and/or Specialized Equipment Rental'
Lab Services' - Core Density Determination
Lab Services' - HMA Air Voids
Lab Services' - AC Content (Ignition)
Lab Services' - AC Content (Reflux)
Lab Services" - HMA Prime Tack Coat Testing
Lab Services" - Washed Gradations
Lab Services" - Cylinder Compressive Strength
Lab Services" - Organic Content
Lab Services" - Atterberg Limits
Lab Services"- Standard Proctor
Up to state rate maximum
Actual cost (Up to state rate maximum)
Actual cost
Coach rate, actual cost, requires minimum two weeks' notice,
with prior IDOT approval
Up to state rate maximum
$32.50/half day (4 hours or less) or $65/full day
Actual cost (Up to $55/day)
Actual cost
Actual cost
Premium portion (Submit supporting documentation)
Actual cost (Based on firm's policy)
Actual cost (Submit supporting documentation)
Actual cost (Submit supporting documentation)
Actual cost (Submit supporting documentation)
Actual cost
Actual cost
Actual cost
Actual cost
Actual cost
Actual cost (Max $15/hour)
Actual cost (Submit supporting documentation)
Actual cost (Submit supporting documentation)
Actual cost (Submit supporting documentation)
Actual cost (Submit supporting documentation)
Actual cost
Actual cost
Actual cost
Actual cost (Requires 2-3 quotes with IDOT approval)
Actual cost (Requires 2-3 quotes with IDOT approval)
Actual cost (Requires 2-3 quotes with IDOT approval)
Actual cost (Requires 2-3 quotes with IDOT approval)
Actual cost
Actual cost (Provide breakdown of each cost)
Actual cost (Requires 2-3 quotes with IDOT approval)
W other allowable costs are needed and not listed, please add in the above spaces provided.
LEGEND
W.O. =Work Order
J.S. = Job Specific
Direct Costs Check Sheet
$0.00''
$0.00
$0.00j
$0.00
$0.00
$0.00
$0.000
26 $65.00
$0.00
$0.00
$0.00
8 $22.85
0 $6.85
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
30 $75.00
5 $450.00
$160.00
5
5
5
120
1
1
1
$100.00
$160.00
$27.00
$160.00
$160.00
$0.00
$0.00
$1,690.00
$0.00
$0.00
$0.00
$182.80
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$2,250.00
$2,250.00
$0.00
$1,300.00
$500.00
$800.00
$3,240.00
$160.00
$160.00
$250.00
PRINTED 11/11/2021 BIDE 436 (Rev. 02/02j79